Phase I Environmental Site Assessment Of

PHASE I ENVIRONMENTAL SITE ASSESSMENT OF

STORE # 44242 100 CENTER SQUARE (INTERSECTION OF NORTH QUEEN STREET & WATER STREET) ABBOTTSTOWN, PENNSYLVANIA 17301

ATC PROJECT NO. 90.75328.0002 TASK 68001 November 30, 2005

Prepared by: Prepared for:

ATC Associates Inc. Uni-Marts, LLC 920 Germantown Pike, Suite 200 477 East Beaver Avenue Plymouth Meeting, Pennsylvania 19462 State College, PA 16801 Phone: (610) 313-3199 Attn: Alex Sahakian Fax: (610) 313-3151 And

Commercial Net Lease Realty, Inc. 450 South Orange Avenue Suite 900 Orlando, FL 32801 Attn: Barbara Hammer

PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

TABLE OF CONTENTS

1.0 EXECUTIVE SUMMARY...... 1 2.0 RECOMMENDATIONS...... 3 3.0 INTRODUCTION...... 4 3.1 Purpose...... 4 3.2 Scope...... 4 3.3 Assumptions, Limitations and Exceptions...... 5 3.4 Special Terms and Conditions (User Reliance) ...... 6 4.0 SITE DESCRIPTION...... 7 4.1 Location and Legal Description...... 7 4.2 Surrounding Area General Characteristics...... 7 4.3 Current Use of the Property ...... 7 4.4 Description of Property Improvements...... 7 4.5 Current Uses of Adjoining Properties...... 8 5.0 USER PROVIDED INFORMATION ...... 9 5.1 Title Records...... 9 5.2 Environmental Liens or Activity and Use Limitations ...... 9 5.3 Specialized Knowledge...... 9 5.4 Valuation Reduction for Environmental Issues ...... 9 5.5 Owner, Property Manager and Occupant Information...... 9 5.6 Reason for Performing Phase I ESA...... 9 5.7 Other User Provided Documents ...... 9 6.0 RECORDS REVIEW ...... 10 6.1 Standard Environmental Records...... 10 6.1.1 Federal Agency Database Findings...... 10 6.1.2 State Agency Database Findings...... 10 6.1.3 Local Environmental Records Sources...... 11 6.2 Physical Setting Sources...... 12 6.2.1 Topography...... 12 6.2.2 Geology...... 12 6.2.3 Soils ...... 12 6.2.4 Hydrology ...... 13 6.2.5 Other Physical Setting Sources...... 13 6.3 Historical Use Information...... 13 6.3.1 Aerial Photographs...... 14 6.3.2 Fire Insurance Maps...... 14 6.3.3 Property Tax Files...... 14 6.3.4 Land Title Records...... 14 6.3.5 Historical USGS Topographic Quadrangles...... 15 6.3.6 City Directories...... 15 6.3.7 Building Department Records...... 15 6.3.8 Zoning/Land Use Records ...... 15 6.3.9 Prior Reports ...... 15 7.0 SITE RECONNAISSANCE ...... 16

Project No. 90.75328.0002 Task 68001 i ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

7.1 Methodology and Limiting Conditions...... 16 7.2 Hazardous Substance Use/Storage...... 16 7.3 Storage Tanks...... 16 7.4 Other Petroleum Products ...... 17 7.5 Polychlorinated Biphenyls (PCBs) ...... 17 7.6 Unidentified Substance Containers...... 18 7.7 Waste Generation, Storage and Disposal...... 18 7.8 Waste Pits, Ponds and Lagoons ...... 18 7.9 Sumps...... 18 7.10 Septic Systems ...... 18 7.11 Storm Water Management System...... 18 7.12 Wells ...... 19 7.13 Mold Screening...... 19 8.0 INTERVIEWS...... 20 8.1 Interview Summary...... 20 8.2 Attempted Interviews...... 20 9.0 ENVIRONMENTAL SAMPLING...... 21 9.1 Asbestos-Containing Material (ACM)...... 21 9.2 Radon ...... 21 9.3 Lead in Drinking Water ...... 21 9.4 Lead-Based Paint (LBP) ...... 21 10.0 FINDINGS AND OPINIONS...... 22 11.0 CONCLUSIONS ...... 23 12.0 SIGNATURES OF ENVIRONMENTAL PROFESSIONALS...... 24 13.0 REFERENCES...... 25 14.0 APPENDICES ...... 26

APPENDIX A SITE PHOTOGRAPHS APPENDIX B SITE VICINITY MAP APPENDIX C SITE PLAN APPENDIX D HISTORICAL RESEARCH DOCUMENTATION APPENDIX E AERIAL PHOTOGRAPHS APPENDIX F LABORATORY REPORTS APPENDIX G PRIOR REPORTS APPENDIX H REGULATORY DATABASE REPORT APPENDIX I RESUMES/CERTIFICATIONS APPENDIX J USER PROVIDED DOCUMENTATION APPENDIX K OTHER SUPPORTING DOCUMENTATION APPENDIX L RECORDS OF COMMUNICATION APPENDIX M TERMINOLOGY

Project No. 90.75328.0002 Task 68001 ii ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

1.0 EXECUTIVE SUMMARY

At the request of Trefethen & Co. and Uni-Mart, LLC, ATC performed a Phase I Environmental Assessment (ESA) of Store # 44242 (herein referred to as the property). The property is located at 100 Center Square (intersection of North Queen Street and Water Street), in Abbottstown, Pennsylvania in an area that is characterized by residential and commercial land use. The property consists of an approximate 0.201 acre lot improved with a one-story building with a partial raised basement level on the southern side encompassing approximately 2,003 square feet of space constructed in 1992. According to information provided by Uni-Mart, the convenience store was razed and rebuilt in 1992 with gasoline dispensers added for the first time. The current use of the property is as a convenience store with retail gasoline sales. The Abbottstown Borough municipal offices are located in the southern half of the property building.

The main objective of the ESA was to identify the presence or likely presence, use, or release on the property of hazardous substances or petroleum products as defined in ASTM Practice E 1527 as a recognized environmental condition. The ESA also included a preliminary evaluation of certain potential environmental conditions that are outside the scope of ASTM Practice E 1527. Below is a summary of the findings and conclusions of this report:

Records Review

• The property was identified on the state database as a State Registered Underground Storage Tank (UST) facility. The property currently has two 10,000-gallon USTs. The USTs were installed on May 1, 1992. The tanks were last inspected on September 12, 2001. Records available during a file review with the PADEP indicate no deficiencies for the facility during the inspection in 2001.

• ATC’s review of published radon data, as provided by EDR, indicates that the property is located in an area of high propensity with regard to the potential for elevated levels of radon gas. However, based on the commercial usage of the property improvements, no additional investigations are recommended at this time.

• ATC confirmed with the Abbottstown Municipal Water Authority that the municipally supplied water meets or exceeds all drinking water standards, including those for lead. Based on the fact that the water supplied to the property is from the municipality, lead in drinking water testing was not conducted for this ESA.

• Based on the commercial usage of the property, lead based paint (LBP) was not addressed for this ESA and no additional investigation is recommended at this time.

• According to the National Wetlands Inventory search information provided in the EDR report, no designated wetlands have been identified on the property. The closest designated wetland is located approximately ¼ mile east of the property.

Project No. 90.75328.0002 Task 68001 1 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

Site Reconnaissance

• No indication of a recognized environmental condition, historical recognized environmental condition, or de minimis condition was visually or physically observed on the property or adjoining properties during the site reconnaissance.

Environmental Sampling

• Based on the authorized scope and/or commercial use, no environmental sampling was conducted for this ESA.

Project No. 90.75328.0002 Task 68001 2 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

2.0 RECOMMENDATIONS

Based on information collected from the ESA, ATC offers no recommendations for further action.

Project No. 90.75328.0002 Task 68001 3 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

3.0 INTRODUCTION

This report documents the findings, opinions and conclusions of a Phase I Environmental Site Assessment (ESA) of Store # 44242 located at 100 Center Square (intersection of North Queen Street and Water Street) in Abbottstown, Adams County, Pennsylvania.

3.1 Purpose

The purpose of this ESA was to identify recognized environmental conditions and certain potential environmental conditions outside the scope of ASTM Practice E 1527 in connection with the property at the time of the site reconnaissance.

3.2 Scope

This ESA was conducted in accordance with the ASTM Standard Practice E 1527, consistent with a level of care and skill ordinarily practiced by the consulting profession currently providing similar services under similar circumstances. Significant additions, deletions or deviations to ASTM Practice E 1527 are noted below or in the corresponding sections of this report. The scope of this assessment included an evaluation of the following:

• Physical setting characteristics of the property through a review of referenced sources such as topographic maps and geologic, soils and hydrologic reports.

• History of the uses of the property, adjoining properties and surrounding area through a review of referenced sources such as land title records, fire insurance maps, city directories, aerial photographs, prior reports and interviews.

• Current property uses and conditions including observations and interviews regarding: the use, treatment, storage, disposal or generation of hazardous substances, petroleum products and hazardous, regulated, or medical wastes; equipment that is known or likely to contain polychlorinated biphenyls (PCBs); storage tanks and drums; wells, drains and sumps; and pits, ponds or lagoons.

• Uses of adjoining and surrounding area properties and the likelihood of known or suspected releases of hazardous substances or petroleum products to migrate into the property.

• Information in referenced environmental agency databases and local environmental records, within the specified approximate minimum search distance from the property.

The scope of the assessment also included consideration of the following potential environmental conditions that are beyond the scope of ASTM Practice E 1527:

• Asbestos-containing material (ACM), consisting of providing an opinion on the potential for the presence of ACM based on the construction date of buildings on the property and visual observation of the condition of suspect ACM.

• Radon, consisting of a zip code based review of published radon data with regard to the potential for elevated levels of radon gas in the surrounding area of the property.

Project No. 90.75328.0002 Task 68001 4 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

• Lead in drinking water, consisting of contacting the water supplier for information regarding whether or not the potable water provided to the property meets or exceeds drinking water standards for lead.

• Lead-based paint (LBP), consisting of providing an opinion on the potential for LBP based on the construction date of buildings on the property and visual observation of the condition of suspect LBP.

• Mold Screening to report conditions that indicate a potential detrimental effect on the conditions at the property identified by limited interview, document review and physical observation and to provide an opinion on whether an identified condition warrants further investigation. The interview was limited to one knowledgeable person from property management or engineering staff. The document review was limited to only those relevant documents provided to ATC in a timely manner. The physical observations were limited to certain Heating Ventilation and Air Conditioning (HVAC) system areas and other representative building areas likely to become subject to water damage, plumbing leaks, and flooding. Unless noted otherwise herein, ATC observed the HVAC equipment room(s) and accessible mechanical rooms and, in buildings with package units in the ceiling, at least one unit per floor. Also, unless noted otherwise, ATC observed accessible areas of the basement (or lowest level), the top floor, the roof (including any penthouse areas) and at least one mid-level floor (if applicable). For multi-story buildings, the total number of floors observed (inclusive of those already mentioned) was intended to be at least 10% of the total number of floors (if accessible). For hotel and multi-family buildings, ATC targeted the lowest and highest levels and roof as described above and at least 10% of units, including one per floor if available. The Mold Screening did not include destructive methods of observation. No sampling or laboratory analyses for mold were conducted.

• Wetlands, consisting of a review of a current National Wetlands Inventory map of the surrounding area to note if the property is identified as having a wetland.

3.3 Assumptions, Limitations and Exceptions

ATC has prepared this Phase I Environmental Site Assessment using reasonable efforts to identify recognized environmental conditions associated with hazardous substances or petroleum products at the property. Findings within this report are based on information collected from observations made on the day(s) of the site reconnaissance and from reasonably ascertainable information obtained from certain public agencies and other referenced sources.

This report is not definitive and should not be assumed to be a complete or specific definition of all conditions above or below grade. Current subsurface conditions may differ from the conditions implied by surface observations or historical sources and can be most reliably evaluated through intrusive techniques that were beyond the scope of this report. Information in this report is not intended to be used as a construction document and should not be used for demolition, renovation, or other construction purposes. ATC makes no representation or warranty that the past or current operations at the property are, or have been, in compliance with all applicable federal, state and local laws, regulations and codes. This report does not warrant against future operations or conditions, nor does it warrant against operations or conditions present of a type or at a location not investigated. Regardless of the findings stated in this report, ATC is not responsible for consequences or conditions arising from facts that were not fully disclosed to ATC during the assessment.

Project No. 90.75328.0002 Task 68001 5 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

An independent data research company provided the government agency database referenced in this report. Surrounding area properties were listed within specific approximate minimum search distances intended to meet the requirements of ASTM Practice E 1527. The information in the government agency database was assumed to be correct and complete unless obviously contradicted by ATC’s observations or other credible referenced sources reviewed during the assessment.

Reasonable efforts were made to identify evidence of aboveground and underground storage tanks and ancillary equipment on the property during the assessment. “Reasonable efforts” were limited to observation of accessible areas, review of referenced public records and interviews. These methods may not identify subsurface equipment or evidence hidden from view by things such as, but not limited to, snow cover, paving, construction activities, stored materials and landscaping.

Any estimates of costs or quantities in this report are approximations based on findings that are limited by the scope of the assessment, schedule demands, cost constraints, accessibility limitations and other factors generally considered inherent in performing an ESA. Subsequent determinations of costs or quantities may vary from the estimates in this report.

The Mold Screening service as described herein was limited in scope and by the time and cost considerations inherent in performing a Phase I ESA. No method can guarantee that a hazard will be discovered if contamination or other evidence of the hazard is not encountered within the performance of the Screening as authorized and that conclusions must of necessity be extrapolated from limited information and discrete, non-continuous data points. The Screening did not include destructive methods of observation and no sampling or laboratory analyses were conducted. Unidentified indoor air quality, mold or other microbial conditions may exist on the property.

ATC is not a professional title insurance or land surveyor firm and makes no guarantee, explicit or implied, that any land title records acquired or reviewed, or any physical descriptions or depictions of the property in this report, represent a comprehensive definition or precise delineation of property ownership or boundaries.

3.4 Special Terms and Conditions (User Reliance)

This report is for the use and benefit of, and may be relied upon by, Uni-Marts, LLC; Commercial Net Lease Realty, Inc.; Commercial Net Lease Realty, LP; CNLRS Acquisitions, Inc.; and any of its affiliates, and third parties authorized in writing by Uni-Marts, LLC; Commercial Net Lease Realty, Inc.; Commercial Net Lease Realty, LP; CNLRS Acquisitions, Inc.; and ATC, including the lender(s) in connection with a secured financing of the property, and their respective successors and assigns. Any third party agrees by accepting this report that any use or reliance on this report shall be limited by the exceptions and limitations in this report, and with the acknowledgment that actual site conditions may change with time, and that hidden conditions may exist at the property that were not discovered within the authorized scope of the assessment.

ATC makes no other representation to any third party except that it has used the degree of care and skill ordinarily exercised by environmental consultants in the preparation of the report and in the assembling of data and information related thereto. No other warranties are made to any third party, either express or implied. Unless otherwise agreed upon in writing by ATC and a third party, ATC’s liability to any third party authorized to use or rely on this report with respect to any acts or omissions shall be limited to a maximum of $100,000.

Project No. 90.75328.0002 Task 68001 6 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

4.0 SITE DESCRIPTION

4.1 Location and Legal Description

The property address is 100 Center Square (intersection of North Queen Street and Water Street), Abbottstown, Adams County, Pennsylvania, 17301. Property Photographs are provided in Appendix A and a Site Vicinity Map is located in Appendix B. According to Adams County Tax Assessor’s office, the parcel identification number is 01-4-17. According to Uni-Mart, the property is currently zoned TC – Town Center District.

4.2 Surrounding Area General Characteristics

Commercial and residential space borders the property to the north and residential structures border the property to the east. The Abbottstown Borough municipal offices (the southern half of the property building) borders the property to the south, followed by Water Street and residential structures. North Queen Street borders the property to the west, followed by commercial properties.

4.3 Current Use of the Property

The building is situated on the southern portion of the property and is currently used as a convenience store and for retail petroleum sales. The Abbottstown Borough municipal offices are located in the southern half of the property building. The components of the site’s current underground storage tank (UST) system consists of two steel 10,000-gallon gasoline USTs installed in 1992. The product piping is fiberglass. There is one dispenser island with a multi-hose dispensing pump for gasoline sales.

4.4 Description of Property Improvements

PROPERTY IMPROVEMENTS Size of Property (approximate) 0.201 acres General Topography of Property Generally flat with a steep slope to the south on the southern portion of the property Adjoining and/or Access/Egress Roads Access and egress via North Queen Street to the west. Paved or Concrete Areas (including parking) Asphalt paved parking lot with concrete pavement above the tank farm and dispenser area. Unimproved Areas None Landscaped Areas Western property boundary Surface Water None Potable Water Source Abbottstown Municipal Water Authority Sanitary Sewer Utility Abbottstown Borough Storm Sewer Utility Abbottstown Borough Electrical Utility Metropolitan Edison (Met Ed) Natural Gas Utility Not provided Current Occupancy Status 100% occupied Unoccupied Buildings/Spaces/Structures None Number of Occupied Buildings One General Building Description 2,003 square feet, with the convenience store in the northern 1- story portion of the building. Number of Floors One (for the convenience store portion included in this assessment)

Project No. 90.75328.0002 Task 68001 7 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

PROPERTY IMPROVEMENTS Total Square Feet of Space (approximate) Approximately 2,003 square feet Construction Completion Date (year) 1992 Construction Type Brick exterior with partially pitched, partially flat roof Interior Finishes Description 12” x 12” vinyl floor tile, 2’ x 4’ acoustical ceiling tile, and paneled drywall wallboard. Exterior Finishes Description Red brick walls, pitched roof with flat center Cooling System Type Forced Air (roof not accessible) Heating System Type Forced Air (roof not accessible) Emergency Power None

4.5 Current Uses of Adjoining Properties

Current uses of the adjoining properties were observed to be as follows:

North – The property is bordered to the north by a parking lot and a building consisting of vacant commercial space and presumed residential apartments, followed by Route 30 and The Altland House (a lodging and dining facility).

East – The property is bordered to the east by residential structures.

South – The property is bordered to the south by the Abbottstown Borough municipal offices (the southern half of the property building), followed by Water Street and residential structures.

West – The property is bordered to the west by North Queen Street, followed by JDCS Enterprises (commercial facility) and associated parking lot.

ATC did not note any exterior chemical storage or signs of material spillage (e.g., stressed vegetation, surface stains, etc.) near the property margins or on those parts of the adjoining land that were observed. Further, ATC did not note any visible evidence of pits, ponds, lagoons, solid waste disposal, above ground tanks (ASTs), or physical evidence (e.g., vent pipes, fill ports, etc.) of USTs on the adjoining properties during the area reconnaissance.

Based on information reviewed including the topographic map and assumed hydrologic gradients for the property and the surrounding areas, properties located to the northwest are considered up gradient to the property and would be of most interest relating to potential adverse impacts to the property if a release were to occur.

Project No. 90.75328.0002 Task 68001 8 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

5.0 USER PROVIDED INFORMATION

The following section summarizes information (if any) provided by Trefethen & Co. or Uni-Mart, LLC with regard to the ESA. Documentation may be found in Appendix J or where referenced in this report.

5.1 Title Records

Trefethen & Co. and Uni-Mart, LLC provided no title records information.

5.2 Environmental Liens or Activity and Use Limitations

Trefethen & Co. and Uni-Mart, LLC provided no information regarding property environmental liens or activity and use limitations.

5.3 Specialized Knowledge

Trefethen & Co. and Uni-Mart, LLC provided no specialized knowledge regarding recognized environmental conditions associated with the property.

5.4 Valuation Reduction for Environmental Issues

Trefethen & Co. and Uni-Mart, LLC provided no information regarding valuation reduction for environmental issues associated with the property.

5.5 Owner, Property Manager and Occupant Information

Trefethen & Co. and Uni-Mart, LLC identified the convenience store and/or retail gasoline sales use of the property.

5.6 Reason for Performing Phase I ESA

Trefethen & Co. and Uni-Mart, LLC indicated that the reason for conducting this ESA relates to a proposed real estate transaction.

5.7 Other User Provided Documents

Per the ASTM Standard Practice, Section 9.8.1, ATC obtained the documents listed below from Trefethen & Co. and Uni-Mart, LLC. A copy of referenced documents may be found in the Appendix J. Further discussion may be found in relevant sections this report.

OTHER USER PROVIDED DOCUMENTS Title Date (if known) Author and/or Source (if known) UST Statistics Database 10/27/05 Uni-Mart

Project No. 90.75328.0002 Task 68001 9 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

6.0 RECORDS REVIEW

6.1 Standard Environmental Records

The regulatory agency database report discussed in this section, provided by Environmental Data Resources (EDR) of Milford, Connecticut was reviewed for information regarding reported releases of hazardous substances and petroleum products on or near the property. ATC also reviewed the “unmappable” (also referred to as “orphan”) listings within the database report, cross-referencing available address information and facility names. Unmappable sites are listings that could not be plotted with confidence, but are potentially in the general area of the property based on the partial street address, city, or zip code. Any unmappable site that was identified by ATC as a being within the approximate minimum search distance from the property based on the site reconnaissance and/or cross-referencing to mapped listings, is included in the discussion within this section. A copy of the EDR report is presented in Appendix H.

The following is a summary of the findings of the database review:

SUMMARY OF FEDERAL & STATE AGENCY DATABASE FINDINGS Regulatory Database Approx. Minimum Property # Sites Search Distance Listed? Listed Federal National Priority List (NPL) 1 mile No 0 Federal CERCLIS list ½ mile No 0 Federal CERCLIS NFRAP Property & Adjoining No 0 Federal RCRA CORRACTS 1 mile No 0 Federal RCRA non- CORRACTS TSD ½ mile No 0 Federal RCRA Generators Property & Adjoining No 0 Federal ERNS list Property No 0 State-equivalent NPL 1 mile No 0 State Landfill or Solid Waste Disposal sites ½ mile No 0 State Leaking Underground Storage Tanks (LUST) ½ mile No 1 State Registered Underground Storage Tanks (UST) Property & Adjoining Yes 1 State Volunteer Cleanup Program (VCP) ½ mile No 0 State Archive UST Property & Adjoining No 0 State Hazardous Substance Cleanup Act (HSCA) 1 mile No 0

6.1.1 Federal Agency Database Findings

Neither the property nor any surrounding sites were identified in the federal agency databases reviewed.

6.1.2 State Agency Database Findings

The property was identified on the state database as a State Registered UST facility. The property currently has two (2) 10,000 gallon gasoline USTs. The gasoline USTs were installed on May 1, 1992. The tanks were last inspected by PADEP on September 12, 2001. Records available during a file review with the PADEP indicate no deficiencies for the facility during the inspection in 2001.

While the use and operation of USTs does pose an inherent environmental concern, the system is in compliance with the most current Pennsylvania UST maintenance and preventative care regulations and was observed to be operating in good working condition on the day of the site reconnaissance. In

Project No. 90.75328.0002 Task 68001 10 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301 addition, no releases or spills are listed in the database report and none have been identified during the course of this assessment. Therefore, the property UST listing is not considered to represent an environmental concern to the property at this time.

One facility was identified on the state database as a Leaking Underground Storage Tank (LUST) facility. The Lincoln Way Sales & Svc. Inc. facility is located approximately 2,587 feet west-southwest of the property. A release occurred on August 5, 1989. The facility was given a “Cleanup Completed” status as of July 13, 1995. Based on distance and current regulatory status, the LUST listing is not considered to represent an environmental concern to the property.

6.1.3 Local Environmental Records Sources

Pennsylvania Department of Environmental Protection (PADEP)

ATC reviewed property files at the South Central PADEP office. Files included information on the two (2) 10,000-gallon gasoline USTs located on site. Tank registration and sti-P3 Tank Warranty Validation Cards from 1992 (tank install year) were included. An inspection from September 12, 2001 indicated no violations. According to the information reviewed, the tanks are constructed of double wall, cathodically protected steel (STIP-3) with fiberglass piping and spill/overflow protection. A Veeder-Root TLS350 Tank Monitoring System was installed for both tanks on 7/26/05. No files indicating any releases were identified. A copy of the PADEP files is included in Appendix K.

Fire Department

ATC sent a Freedom of Information Act (FOIA) to the Abbottstown Fire Company to obtain information relating to underground and aboveground storage tanks (petroleum), hazardous material usage/storage, hazardous waste generation, prior site usage, existing/expired permits, documented violations, septic fields/systems, environmental, and health/safety matters. As of the preparation time of this report, ATC has not received a response from the Abbottstown Fire Company. ATC will notify the Client, via an addendum letter, should information received alter the conclusions of this report.

Department of Planning and Zoning

ATC attempted to speak with Mr. Warren Moore, Abbottstown Borough Manager and Zoning Officer to obtain information regarding the property. As of the preparation time of this report, ATC has not received a response from Mr. Moore. ATC will notify the Client, via an addendum letter, should information received alter the conclusions of this report.

According to information provided by Uni-Mart, the property is zoned TC – Town Center District.

Water Utility

ATC spoke with Ms. Toni Fanker of the Abbottstown Municipal Water Authority who confirmed that the property receives potable water utilities from the municipality. Ms. Fanker knew of no problems with regard to the quality of drinking water supplied to the property.

Project No. 90.75328.0002 Task 68001 11 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

Sewer Utility

ATC spoke with Amy Perry of the Abbottstown/Paradise Joint Sewer Authority, who confirmed that the property receives municipal sewer services.

Building Department

ATC attempted to review available historical building department records at Abbottstown Borough. Property specific records were not available for review.

Electrical Utility Company

ATC spoke with Delores (last name withheld) who confirmed that Met Ed provides electric services to the Abbottstown area. Delores was unable to confirm that they provide electric services specifically to the property.

6.2 Physical Setting Sources

6.2.1 Topography

A review of the USGS 7.5-Minute Series Topographic Map Series Abbottstown, Pennsylvania Quadrangle dated 1999, indicates that the property displays an approximate elevation of 545 feet above mean sea level (MSL). Regional topography surrounding the property displays a slope to the southeast towards Beaver Creek.

The site vicinity map located in Appendix B shows the topography in vicinity of the property and surrounding area.

6.2.2 Geology

According to available geologic information from the Geologic Map of Pennsylvania, published by the Department of Environmental Resources, 1980, bedrock beneath the property consists of the New Oxford Formation. The New Oxford Formation is composed of red mudstone, shale and fine-grained sandstone interbedded with light gray to buff, commonly arkosic sandstone.

6.2.3 Soils

According to the U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) STATSGO data provided in the EDR report, the property is underlain by the following soil types:

Soils from 0 to 21 inches: These soils are described as channery-silt loam.

Soils from 21 to 34 inches: The deeper soils are described as very channery-silt loam.

Depth to bedrock below ground surface ranges from approximately 1 to 68 feet based on a review of the water well records provided in the EDR report.

Project No. 90.75328.0002 Task 68001 12 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

6.2.4 Hydrology

According to the a one-mile radius search for local water well records contained in the Federal and State databases, the property lies in an area where groundwater is obtained from wells completed in Pennsylvanian age sandstones, siltstones and shales. Wells range in depth from 24 to 600 feet. The groundwater flow direction is estimated to be southeasterly based on a topographic review of the area where the property is located.

Based on a review of the available records, no potable water wells are present on the property.

Estimated groundwater levels and/or flow direction(s) may vary due to seasonal fluctuations in precipitation, local usage demands, geology, underground structures, or dewatering operations. An exact determination of ground water flow beneath the property was beyond the scope of this assessment.

6.2.5 Other Physical Setting Sources

Flood Plain Map

According to the Flood Plain Map, Community Panel 4211570001A, dated September 2, 1981, reviewed from the ESRI/FEMA webpage (www.store.mcs.fema.gov), the property is located in Zone C, an area outside the 1-percent annual chance floodplain.

A copy of the flood plain map is included in Appendix K.

Wetlands Map

According to the National Wetlands Inventory search information provided in the EDR report, no designated wetlands have been identified on the property. The closest designated wetland is located approximately ¼ mile east of the property.

A copy of the EDR map is included with the database report in Appendix H.

6.3 Historical Use Information

The following table summarizes the findings of the research presented below pertaining to historical property and surrounding area uses.

HISTORICAL USE SUMMARY Period Identified Historical Uses Source(s) Intervals/Comments Property Surrounding Area

Prior to 1940 Residential / Historical 1922 (earliest source Undeveloped Commercial Topographic Map 1922) Undeveloped Residential / Historical 1940-1960 Commercial Commercial Topographic Maps 1944, 1953 Historical 1961-1980 Residential / Topographic Maps Commercial Commercial 1968, 1971, 1973 Aerial Photograph

Project No. 90.75328.0002 Task 68001 13 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

HISTORICAL USE SUMMARY Period Identified Historical Uses Source(s) Intervals/Comments Property Surrounding Area Historical Residential / 1981 to present Commercial Topographic Maps 1981, 1987, 1999 Commercial Aerial Photograph

6.3.1 Aerial Photographs

ATC reviewed available aerial photographs of the property and surrounding areas at the Adams County Farm Service Agency. Aerial photographs were available for 1971 and 1987. The following is an interpretation of the aerial photographs.

AERIAL PHOTOGRAPH SUMMARY Year Scale Comments 1971 1” = 1,000’ Property: The property appears to be developed with a commercial structure. Surrounding Area: The surrounding area to the north appears to be developed with a parking lot, followed by Route 30, a building and associated parking lot. The surrounding area to the east appears to be residential in nature with a yard and trees also observed. The surrounding area to the south appears to be developed with Water Street, followed by residential structures. The surrounding area to the west appears to be developed with Queen Street (Route 194), followed by a building and associated parking lot. 1987 1” = 660’ Property: The property appears similar to the 1971 aerial photograph. Surrounding Area: The surrounding areas to the north, east, south, and west appear generally similar to the 1971 aerial photograph.

The review of aerial photographs did not identify past uses indicating recognized environmental conditions at the property and/or surrounding area.

Copies of reproducible aerial photographs are included in Appendix E.

6.3.2 Fire Insurance Maps

A search for fire insurance maps for the property and surrounding area was conducted by EDR. No such maps for the property were available.

A copy of the no coverage letter is located in Appendix D.

6.3.3 Property Tax Files

ATC attempted to review tax files at the Adams County Tax Assessment Office for historical ownership information on the property. No historical ownership information was available for review.

6.3.4 Land Title Records

The acquisition of land title records was not required by the scope of work for the ESA.

Project No. 90.75328.0002 Task 68001 14 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

6.3.5 Historical USGS Topographic Quadrangles

ATC reviewed available historical USGS Topographic Quadrangles for information regarding past uses of the property. The 1922, 1944, 1953, 1968, 1973, 1981, and 1999 topographic maps were provided by EDR. The 1922 and 1944 maps depict the property as undeveloped. The 1953, 1968, 1973, 1981, and 1999 maps depict the property as developed with a building. The historic topographic maps depict the surrounding area as increasingly developed with commercial and residential structures. The review of historic USGS Topographic Quadrangles did not identify past uses indicating recognized environmental conditions at the property of surrounding area.

6.3.6 City Directories

Research regarding the availability of historical city directories was conducted by EDR. No coverage for the area was available.

6.3.7 Building Department Records

ATC attempted to review available historical building department records at Abbottstown Borough. No property specific records were available for review.

6.3.8 Zoning/Land Use Records

ATC attempted to review available historical zoning/land use records at Abbottstown Borough for information regarding past uses of the property and surrounding area. No historical use information was available for the property.

6.3.9 Prior Reports

No prior reports were reviewed for this assessment.

Project No. 90.75328.0002 Task 68001 15 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

7.0 SITE RECONNAISSANCE

The site reconnaissance was conducted by Ms. Amanda Gibson on November 18, 2005. ATC was unaccompanied during the inspection. The following is a summary of visual and/or physical observations of the property on the day of the site visit. Photographs can be found in Appendix A.

7.1 Methodology and Limiting Conditions

The site reconnaissance consisted of visual and/or physical observations of: the property and improvements; adjoining sites as viewed from the property; and, the surrounding area based on visual observations made during the trip to and from the property. Unimproved portions of the property (if any) were observed along the perimeter and in a general grid pattern in safely accessible areas. Building exteriors (if any) were observed along the perimeter from the ground, unless described otherwise. Building interiors (if any) were observed as they were made safely accessible, unless described otherwise. At the time of the site inspection the temperature was approximately 50 degrees Fahrenheit and sunny. The roof was not accessible at the time of site inspection.

7.2 Hazardous Substance Use/Storage

HAZARDOUS SUBSTANCES Type of Quantity & Location Use Material Condition of Material Container Type Safety Data Containers & Area Sheets? Janitorial and Retail-packaged Back room Routine No Good, no leaks or maintenance containers, less maintenance sink maintenance spills supplies than one gallon each Automotive Retail-packaged Store shelf For retail No Good, no leaks or (oil, antifreeze, containers less sale spills wiper fluid, than one gallon transmission fluid, brake fluid, fuel additives) Household Retail packaged Store shelf For retail No Good, no leaks or (cleaning containers, less sale spills supplies, wax, than one gallon bleach, pesticides, etc.)

7.3 Storage Tanks

ATC did not observe evidence of above ground storage tanks (ASTs) on the property. ATC observed evidence of two USTs on the property at the time of the site reconnaissance. Information available from the client indicates that the two tanks on the property consist of two (2) 10,000-gallon steel gasoline USTs. All product piping is constructed of fiberglass. The USTs were installed in May of 1992.

In addition, one dispenser island located to the north of the gasoline USTs consists of one dispenser with one pump and associated piping. Leak and overfill protection is present. The tank cavity observation wells were checked as part of the site inspection and no obvious odors or product was noted when the

Project No. 90.75328.0002 Task 68001 16 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301 well covers were removed. Information from the client also indicted that the USTs are registered with the PADEP.

STORAGE TANKS Type Location Year Construction Capacity & Use Status Registration Leak Installed Materials Contents Detection & Prevention UST Tank farm 1992 Steel tank 10,000- Active Yes Leak - north of (STIP-3) and gallon Detection and the fiberglass gasoline electronic building piping inventory utilizing Veeder Root TLS-350; observation wells UST Tank farm 1992 Steel tank 10,000- Active Yes Leak - north of (STIP-3) and gallon Detection and the fiberglass gasoline electronic building piping inventory utilizing Veeder Root TLS-350; observation wells

The tanks were last inspected on September 12, 2001. Records available during a file review with the PADEP indicate no deficiencies for the facility during the 2001 inspection. No other PADEP files reviewed indicated conditions that would represent a Recognized Environmental Condition.

7.4 Other Petroleum Products

ATC did not observe the use, storage disposal of other petroleum products on the property.

7.5 Polychlorinated Biphenyls (PCBs)

Prior to 1976, polychlorinated biphenyls (PCBs) were commonly used in di-electric fluids in transformers, capacitors and light ballasts due to their desirable thermal characteristics. In 1976, PCBs were demonstrated to be highly toxic. Due to PCBs’ persistence in the environment, their manufacture was discontinued in the United States. The installation of PCB transformers was banned in 1979.

ATC observed pole-mounted transformers southwest of the property, at the corner of Water Street and North Queen Street. The transformers are owned by the local electric utility, Met Ed. ATC observed the transformers to be in good condition. No leaking or staining associated with the transformers was observed during ATC’s property visit. Based on this information, the transformers are not considered an environmental concern to the property at this time.

ATC’s survey for equipment which could contain PCBs did not include a survey of fluorescent light ballasts. ATC observed fluorescent lights throughout the Site building. Light ballasts manufactured prior to 1979 could contain small quantities of PCBs. No evidence of damage or leaking was observed in the

Project No. 90.75328.0002 Task 68001 17 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301 vicinity of the light fixtures. If unlabeled ballasts are encountered during future maintenance, they should be handled and disposed of in accordance with applicable regulations.

7.6 Unidentified Substance Containers

ATC did not observe the presence of unidentified substance containers on the property.

7.7 Waste Generation, Storage and Disposal

ATC observed evidence of the following generation, storage or disposal of wastes on the property.

GENERATED WASTES Type of Waste Generation Process Type of Storage Disposal/Removal Method & Frequency Non-hazardous Solid Municipal trash Routine site operations Individual dumpster Waste Management/three times per week Non-hazardous Liquid Sanitary sewage Routine site operations N/A Abbottstown / Paradise Joint Sewer Authority Hazardous Solid or Liquid NA NA NA NA Non-hazardous Regulated Medical NA NA NA NA

7.8 Waste Pits, Ponds and Lagoons

ATC did not observe evidence of waste pits, ponds or lagoons on the property.

7.9 Sumps

ATC did not observe evidence of sumps on the property.

7.10 Septic Systems

ATC did not observe evidence of a septic system on the property.

7.11 Storm Water Management System

Based on visual observations, storm water would be expected to flow into the grated drain located along the western boundary of the property or flow toward the southern portion of the property and percolate into the soil. The grated drain is presumably connected to the municipal storm water sewer system.

Project No. 90.75328.0002 Task 68001 18 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

7.12 Wells

ATC did not observe evidence of potable water wells on the property.

ATC observed two observation wells located at the property. One is located in the southeastern corner of the tank farm and the other is located in the southwestern corner of the dispenser pad. No petroleum odors were identified when the well covers were opened.

7.13 Mold Screening

ATC conducted a screening survey for mold conditions at the property. The screening consisted of limited interview, document review and physical observation.

Amanda Gibson of ATC spoke with the store employee (Sue Werick) regarding potential mold conditions at the property. She was not aware of any water damage, water leaks or mold damage on the property.

ATC requested documentation regarding current or historic mold conditions at the property. No documentation was provided to ATC for review and none is reasonably expected to exist.

During the site reconnaissance, Amanda Gibson of ATC conducted a physical observation of certain HVAC system areas and other representative building areas as described in Section 3.2. The roof was the only portion of the building excluded from the physical observation due to inaccessibility.

No mold or water damage was observed during this assessment.

Project No. 90.75328.0002 Task 68001 19 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

8.0 INTERVIEWS

8.1 Interview Summary

The following persons were interviewed to obtain information regarding recognized environmental conditions in connection with the property:

INTERVIEW SUMMARY Role Name Title/Company Years Assoc. Interview Type With Property Store Clerk Sue Werick Store Clerk / UniMart 6 In person Local Utility Delores (last Customer Service Representative / N/A Telephone Representative name withheld) Met Ed Local Utility Amy Perry Customer Service Representative / N/A Telephone Representative Abbottstown/Paradise Joint Sewer Authority Local Govt. Toni Fanker Representative / Abbottstown N/A Telephone Representative Municipal Water Authority County Govt. Not provided Representative / Adams County N/A Telephone Representative Tax Assessor’s Office

Pertinent information from the interviews is discussed in applicable sections of this report with details documented on Record of Communication forms in Appendix L.

8.2 Attempted Interviews

ATC unsuccessfully attempted to interview the following persons to obtain information regarding recognized environmental conditions in connection with the property:

ATTEMPTED INTERVIEW SUMMARY Role Name Title/Company Interview Type Response Local Govt. Warren Moore Zoning Officer / Abbottstown In person None Representative Borough Telephone Local Not provided Representative / Abbottstown Fire In writing None Representative Company

Pertinent information from the attempted interviews is discussed in applicable sections of this report and is documented on Record of Communication forms in Appendix L.

Project No. 90.75328.0002 Task 68001 20 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

9.0 ENVIRONMENTAL SAMPLING

9.1 Asbestos-Containing Material (ACM)

Based on the authorized scope of work, an ACM screening survey was not conducted as part of this ESA. Based on the reported construction date of the property building (circa 1992), ACM building materials are unlikely to be present.

9.2 Radon

Radon is a naturally occurring colorless, odorless gas that is a by-product of the decay of radioactive materials potentially present in bedrock and soil. The EPA guidance action level for annual residential exposure to radon is 4.0 picoCuries per liter of air (pCi/L). The guidance action level is not a regulatory requirement for private owners of commercial real estate, but is commonly used for comparison purposes to suggest whether further action at a building may be prudent.

ATC’s review of published radon data, as provided by EDR, indicates that the property is located in an area of high propensity with regard to the potential for elevated levels of radon gas. The property is located in an area described as Zone 1 by the Federal EPA. Zone 1 has an average indoor average level of radon greater than 4 pCi/l. For zip code 17301, a total of 34 sites were tested with 26.47% of the sites reporting concentrations greater than 4 pCi/l and 8.82% of the sites reporting concentrations greater than 20 pCi/L with the highest recorded concentration being 29.4 pCi/l. However, based on the commercial usage of the property improvements, no additional investigations are recommended at this time.

9.3 Lead in Drinking Water

ATC confirmed with the Abbottstown Municipal Water Authority that the municipally supplied water meets or exceeds all drinking water standards, including those for lead. Based on the fact that the water supplied to the property is from the municipality, lead in drinking water testing was not conducted for this ESA.

9.4 Lead-Based Paint (LBP)

Based on the commercial usage of the property, LBP was not addressed for this ESA and no additional investigation is recommended at this time.

Project No. 90.75328.0002 Task 68001 21 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

10.0 FINDINGS AND OPINIONS

The following summarizes known or suspected environmental conditions in connection with the property based on information collected during the ESA. For each condition, ATC provides an opinion of the impact on the property based on an evaluation of the results of record reviews, site reconnaissance and environmental sampling issues as discussed in this report. ATC also provides a conclusion and rationale regarding whether or not an environmental condition is a recognized environmental condition.

No indication of a recognized environmental condition, historic recognized environmental condition or de minimis condition was visually or physically observed on the Property or adjoining properties during the site reconnaissance.

Project No. 90.75328.0002 Task 68001 22 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

11.0 CONCLUSIONS

ATC has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E 1527 of Store # 44242 located at 100 Center Square (intersection of North Queen Street and Water Street) in Abbottstown, Pennsylvania. Any exceptions to, or deletions from, this practice are described in Section 3.2 of this report. This assessment has revealed no evidence of recognized environmental conditions in connection with the property.

Project No. 90.75328.0002 Task 68001 23 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

12.0 SIGNATURES OF ENVIRONMENTAL PROFESSIONALS

ATC Associates Inc. (ATC) has performed a Phase I Environmental Site Assessment (ESA) of Store # 44242 (the property), located at 100 Center Square (intersection of North Queen Street and Water Street) in Abbottstown, Pennsylvania. The scope of the ESA was consistent with ASTM Practice E 1527. Resumes for the following environmental professionals are included in Appendix I.

ATC ASSOCIATES INC.

Amanda Gibson Environmental Scientist

Christopher J. Candela Division Manager Environmental Management Services

Heather D. Ridgway Senior Project Manager Corporate Reviewer

Project No. 90.75328.0002 Task 68001 24 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

13.0 REFERENCES

Mold Remediation in Schools and Commercial Buildings, March 2001, U.S. EPA

Bioaerosols: Assessment and Controls, 1999, American Conference of Governmental Industrial Hygienists

Field Guide for the Determination of Biological Contaminants in Environmental Samples, 1996, American Industrial Hygiene Association

Guidelines on Assessment and Remediation of Fungi in Indoor Environments, New York City Department of Health, 2000

Fungal Contamination in Buildings: A Guide to Recognition and Management, Health Canada, 1995

Ventilation for Acceptable Indoor Air Quality, ANSI/ASHRAE standard 62-1999

ASTM, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, ASTM Designation E 1527-00, May 10, 2000.

Flood Plain Map, Community Panel 4211570001A, dated September 2, 1981, reviewed from the ESRI/FEMA webpage (www.store.mcs.fema.gov).

Geologic Map of Pennsylvania, Department of Environmental Resources, 1980

Sanborn Map Report, Inquiry Number 1540200.3, No Coverage, Environmental Data Resources, Inc., Milford, Connecticut, October 25, 2005.

The EDR Radius Map with GeoCheck, Inquiry Number 1540200.2s, Environmental Data Resources, Inc., Milford, Connecticut, October 25, 2005.

The EDR Aerial Photo Decade Package, Inquiry Number 1540200.6, No Coverage, October 27, 2005.

EDR Historical topographic Map Report, Inquiry Number 1540200.4, Topographic Maps, 1922, 1944, 1953, 1968, 1873, 1981, and 1999, October 26, 2005.

UST Statistics Database, Uni-Mart, June 14, 2005

Project No. 90.75328.0002 Task 68001 25 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

14.0 APPENDICES

Appendix A - Site Photographs Appendix B - Site Vicinity Map Appendix C - Site Plan Appendix D - Historical Research Documentation Appendix E - Aerial Photographs Appendix F - Laboratory Reports Appendix G - Prior Reports Appendix H - Regulatory Database Report Appendix I - Resumes/Certifications Appendix J - User Provided Documentation Appendix K - Other Supporting Documentation Appendix L - Records of Communication Appendix M - Terminology

Project No. 90.75328.0002 Task 68001 26 ATC Associates Inc. 14.0 APPENDICES

APPENDIX A

SITE PHOTOGRAPHS

Project No. 90.75328.0002 Task 68001 ATC Associates Inc. UniMart Store #44242 100 Center Square Abbottstown, PA

Photo 1: View of exterior of convenience store. Photo 2: View of interior of convenience store.

Photo 3: View of the tank farm. Photo 4: View of the dispenser island.

Photo 5: View of observation well cap. Photo 6: View of observation well.

Project No. 90.75328.0002 ATC Associates Inc. UniMart Store #44242 100 Center Square Abbottstown, PA

Photo 7: View of UST leak detection system. Photo 8: View of dumpster.

Photo 9: View from the property, facing north. Photo 10: View from the property, facing east.

Photo 11: View from the property, facing south. Photo 12: View from the property, facing west.

Project No. 90.75328.0002 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

APPENDIX B

SITE VICINITY MAP

Project No. 90.75328.0002 Task 68001 ATC Associates Inc.

SITE VICINITY MAP

SOURCE: PHASE I ESA Abbottstown, Pennsylvania Uni-Mart #44242 USGS 7.5 Minute Quadrangle Map 100 Center Square Dated 1999 Abbottstown, Pennsylvania SCALE: 1” = 2,000’ ATC Project Number 90.75328.0002

PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

APPENDIX C

SITE PLAN

Project No. 90.75328.0002 Task 68001 ATC Associates Inc. SITE PLAN

SOURCE: PHASE I ESA ATC Associates Inc. Uni-Mart #44242 SCALE: Not to Scale 100 Center Square Abbottstown, Pennsylvania ATC Project Number 90.75328.0002

PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

APPENDIX D

HISTORICAL RESEARCH DOCUMENTATION

Project No. 90.75328.0002 Task 68001 ATC Associates Inc.

1922 HISTORICAL TOPOGRAPHIC MAP

SOURCE: PHASE I ESA Hanover, Pennsylvania Uni-Mart #44242 USGS 7.5 Minute Quadrangle Map 100 Center Square Dated 1922 Abbottstown, Pennsylvania SCALE: 1” = 5,208’ ATC Project Number 90.75328.0002

1944 HISTORICAL TOPOGRAPHIC MAP

SOURCE: PHASE I ESA Hanover, Pennsylvania Uni-Mart #44242 USGS 7.5 Minute Quadrangle Map 100 Center Square Dated 1944 Abbottstown, Pennsylvania SCALE: 1” = 4,166’ ATC Project Number 90.75328.0002

1953 HISTORICAL TOPOGRAPHIC MAP

SOURCE: PHASE I ESA Abbottstown, Pennsylvania Uni-Mart #44242 USGS 7.5 Minute Quadrangle Map 100 Center Square Dated 1953 Abbottstown, Pennsylvania SCALE: 1” = 2,000’ ATC Project Number 90.75328.0002

1968 HISTORICAL TOPOGRAPHIC MAP

SOURCE: PHASE I ESA Abbottstown, Pennsylvania Uni-Mart #44242 USGS 7.5 Minute Quadrangle Map 100 Center Square Dated 1968 Abbottstown, Pennsylvania SCALE: 1” = 2,000’ ATC Project Number 90.75328.0002

1973 HISTORICAL TOPOGRAPHIC MAP

SOURCE: PHASE I ESA Abbottstown, Pennsylvania Uni-Mart #44242 USGS 7.5 Minute Quadrangle Map 100 Center Square Dated 1973 Abbottstown, Pennsylvania SCALE: 1” = 2,000’ ATC Project Number 90.75328.0002

1981 HISTORICAL TOPOGRAPHIC MAP

SOURCE: PHASE I ESA Abbottstown, Pennsylvania Uni-Mart #44242 USGS 7.5 Min. Quadrangle Map 100 Center Square Dated 1981 Abbottstown, Pennsylvania SCALE: 1” = 2,000’ ATC Project Number 90.75328.0002

"Linking Technology with Tradition"®

Sanborn® Map Report

Ship To: Heather Ridgway Order Date: 10/25/2005 Completion Date: 10/25/2005 ATC Associates Inc. Inquiry #: 1540200.3 1300 Williams Drive P.O. #: 70-6929 Marietta, GA 30066 Site Name: Uni-Mart, Inc. Address: U.S. Rt. 30/100 Center Square Customer Project: NA City/State: Abbottstown, PA 17301 1722589GIL 770-427-9456 Cross Streets: This document reports that the largest and most complete collection of Sanborn fire insurance maps has been reviewed based on client supplied information, and fire insurance maps depicting the target property at the specified address were not identified.

NO COVERAGE

This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report AS IS. Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice.

Copyright 2005 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

APPENDIX E

AERIAL PHOTOGRAPHS

Project No. 90.75328.0002 Task 68001 ATC Associates Inc.

1971 AERIAL PHOTOGRAPH

SOURCE: PHASE I ESA Adams County Farm Service Agency Uni-Mart #44242 100 Center Square SCALE: 1’ = 1,000’ Abbottstown, Pennsylvania ATC Project Number 90.75328.0002

1987 AERIAL PHOTOGRAPH

SOURCE: PHASE I ESA Adams County Farm Service Agency Uni-Mart #44242 100 Center Square SCALE: 1’ = 600’ Abbottstown, Pennsylvania ATC Project Number 90.75328.0002

PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

APPENDIX F

LABORATORY REPORTS

Project No. 90.75328.0002 Task 68001 ATC Associates Inc. PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

THIS SECTION INTENTIONALLY LEFT BLANK

APPENDIX G

PRIOR REPORTS

THIS SECTION INTENTIONALLY LEFT BLANK

APPENDIX H

REGULATORY DATABASE REPORT

Project No. 90.75328.0002 Task 68001 ATC Associates Inc. The EDR Radius Map with GeoCheck®

Uni-Mart, Inc. U.S. Rt. 30/100 Center Square Abbottstown, PA 17301 Inquiry Number: 1540200.2s The Standard in Environmental Risk Management Information

440 Wheelers Farms Road October 25, 2005 Milford, Connecticut 06461

Nationwide Customer Service

Telephone: 1-800-352-0050 Fax: 1-800-231-6802 Internet: www.edrnet.com

FORM-GIL TABLE OF CONTENTS

SECTION PAGE

Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 6 Orphan Summary 8 Government Records Searched/Data Currency Tracking GR-1

GEOCHECK ADDENDUM

Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting Source Map A-9 Physical Setting Source Map Findings A-10 Physical Setting Source Records Searched A-76

Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments.

Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2005 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners.

TC1540200.2s Page 1 EXECUTIVE SUMMARY

A search of available environmental records was conducted by Environmental Data Resources, Inc. (EDR). The report meets the government records search requirements of ASTM Standard Practice for Environmental Site Assessments, E 1527-00. Search distances are per ASTM standard or custom distances requested by the user.

TARGET PROPERTY INFORMATION

ADDRESS

U.S. RT. 30/100 CENTER SQUARE ABBOTTSTOWN, PA 17301

COORDINATES

Latitude (North): 39.886800 - 39˚ 53’ 12.5’’ Longitude (West): 76.984700 - 76˚ 59’ 4.9’’ Universal Tranverse Mercator: Zone 18 UTM X (Meters): 330296.7 UTM Y (Meters): 4416868.5 Elevation: 541 ft. above sea level

USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY

Target Property: 39076-H8 ABBOTTSTOWN, PA Source: USGS 7.5 min quad index

TARGET PROPERTY SEARCH RESULTS

The target property was not listed in any of the databases searched by EDR.

DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR’s search of available ( "reasonably ascertainable ") government records either on the target property or within the ASTM E 1527-00 search radius around the target property for the following databases:

FEDERAL ASTM STANDARD NPL National Priority List Proposed NPL Proposed National Priority List Sites CERCLIS Comprehensive Environmental Response, Compensation, and Liability Information System CERC-NFRAP CERCLIS No Further Remedial Action Planned CORRACTS Corrective Action Report RCRA-TSDF Resource Conservation and Recovery Act Information RCRA-LQG Resource Conservation and Recovery Act Information RCRA-SQG Resource Conservation and Recovery Act Information ERNS Emergency Response Notification System

STATE ASTM STANDARD SHWS Hazardous Sites Cleanup Act Site List

TC1540200.2s EXECUTIVE SUMMARY 1 EXECUTIVE SUMMARY

SWF/LF Operating Facilities VCP Voluntary Cleanup Program Sites ARCHIVE UST Archived Underground Storage Tank Sites HSCA HSCA Remedial Sites Listing

FEDERAL ASTM SUPPLEMENTAL CONSENT Superfund (CERCLA) Consent Decrees ROD Records Of Decision Delisted NPL National Priority List Deletions FINDS Facility Index System/Facility Registry System HMIRS Hazardous Materials Information Reporting System MLTS Material Licensing Tracking System MINES Mines Master Index File NPL Liens Federal Superfund Liens PADS PCB Activity Database System FUDS Formerly Used Defense Sites UMTRA Uranium Mill Tailings Sites ODI Open Dump Inventory US ENG CONTROLS Engineering Controls Sites List INDIAN RESERV Indian Reservations DOD Department of Defense Sites RAATS RCRA Administrative Action Tracking System TRIS Toxic Chemical Release Inventory System TSCA Toxic Substances Control Act SSTS Section 7 Tracking Systems FTTS INSP FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)

STATE OR LOCAL ASTM SUPPLEMENTAL AST Listing of Pennsylvania Regulated Aboveground Storage Tanks LAST Storage Tank Release Sites ACT 2-DEED Act 2-Deed Acknowledgment Sites HIST LF Abandoned Landfill Inventory DRYCLEANERS Drycleaner Facility Locations ENG CONTROLS Engineering Controls Site Listing ARCHIVE AST Archived Aboveground Storage Tank Sites UNREG LTANKS Unregulated Tank Cases

EDR PROPRIETARY HISTORICAL DATABASES Coal Gas Former Manufactured Gas (Coal Gas) Sites

BROWNFIELDS DATABASES US BROWNFIELDS A Listing of Brownfields Sites US INST CONTROL Sites with Institutional Controls INST CONTROL Institutional Controls Site Listing VCP Voluntary Cleanup Program Sites BROWNFIELDS Brownfields Sites

SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified.

TC1540200.2s EXECUTIVE SUMMARY 2 EXECUTIVE SUMMARY

Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed.

Sites listed in bold italics are in multiple databases.

Unmappable (orphan) sites are not considered in the foregoing analysis.

STATE ASTM STANDARD LUST: The Leaking Underground Storage Tank Incident Reports contain an inventory of reported leaking underground storage tank incidents. The data come from the Department of Environmental Resources’ List of Confirmed Releases.

A review of the LUST list, as provided by EDR, and dated 07/11/2005 has revealed that there is 1 LUST site within approximately 0.5 miles of the target property.

______Equal/Higher Elevation ______Address ______Dist / Dir _____Map ID _____Page LINCOLNWAY SALES & SVC INC 586 KING ST 1/4 - 1/2WSW 2 6

UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the Department of Environmental Resources’ Regulated Underground Storage Tank Listing.

A review of the UST list, as provided by EDR, and dated 07/05/2005 has revealed that there is 1 UST site within approximately 0.25 miles of the target property.

______Equal/Higher Elevation ______Address ______Dist / Dir _____Map ID _____Page UNI MART 44242 N QUEEN ST 0 - 1/8 S 1 6

TC1540200.2s EXECUTIVE SUMMARY 3 EXECUTIVE SUMMARY

Due to poor or inadequate address information, the following sites were not mapped:

______Site Name ______Database(s) SUN PIPELINE ABBOTTSTOWN VCP SUN AUTO COLLISION RCRA-SQG, FINDS

TC1540200.2s EXECUTIVE SUMMARY 4 EDR Inc. EDR Inc. MAP FINDINGS SUMMARY

Search Target Distance Total Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted

FEDERAL ASTM STANDARD

NPL 1.000 0 0 0 0 NR 0 Proposed NPL 1.000 0 0 0 0 NR 0 CERCLIS 0.500 0 0 0 NR NR 0 CERC-NFRAP 0.250 0 0 NR NR NR 0 CORRACTS 1.000 0 0 0 0 NR 0 RCRA TSD 0.500 0 0 0 NR NR 0 RCRA Lg. Quan. Gen. 0.250 0 0 NR NR NR 0 RCRA Sm. Quan. Gen. 0.250 0 0 NR NR NR 0 ERNS TP NR NR NR NR NR 0

STATE ASTM STANDARD

State Haz. Waste 1.000 0 0 0 0 NR 0 SWF/LF 0.500 0 0 0 NR NR 0 LUST 0.500 0 0 1 NR NR 1 UST 0.250 1 0 NR NR NR 1 VCP 0.500 0 0 0 NR NR 0 ARCHIVE UST 0.250 0 0 NR NR NR 0 HSCA 1.000 0 0 0 0 NR 0

FEDERAL ASTM SUPPLEMENTAL

CONSENT 1.000 0 0 0 0 NR 0 ROD 1.000 0 0 0 0 NR 0 Delisted NPL 1.000 0 0 0 0 NR 0 FINDS TP NR NR NR NR NR 0 HMIRS TP NR NR NR NR NR 0 MLTS TP NR NR NR NR NR 0 MINES 0.250 0 0 NR NR NR 0 NPL Liens TP NR NR NR NR NR 0 PADS TP NR NR NR NR NR 0 FUDS 1.000 0 0 0 0 NR 0 UMTRA 0.500 0 0 0 NR NR 0 ODI 0.500 0 0 0 NR NR 0 US ENG CONTROLS 0.500 0 0 0 NR NR 0 INDIAN RESERV 1.000 0 0 0 0 NR 0 DOD 1.000 0 0 0 0 NR 0 RAATS TP NR NR NR NR NR 0 TRIS TP NR NR NR NR NR 0 TSCA TP NR NR NR NR NR 0 SSTS TP NR NR NR NR NR 0 FTTS TP NR NR NR NR NR 0

STATE OR LOCAL ASTM SUPPLEMENTAL

AST TP NR NR NR NR NR 0

TC1540200.2s Page 4 MAP FINDINGS SUMMARY

Search Target Distance Total Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted

LAST TP NR NR NR NR NR 0 ACT 2-DEED 0.500 0 0 0 NR NR 0 HIST LF 0.500 0 0 0 NR NR 0 DRYCLEANERS 0.250 0 0 NR NR NR 0 ENG CONTROLS 0.500 0 0 0 NR NR 0 ARCHIVE AST TP NR NR NR NR NR 0 UNREG LTANKS 0.500 0 0 0 NR NR 0

EDR PROPRIETARY HISTORICAL DATABASES

Coal Gas 1.000 0 0 0 0 NR 0

BROWNFIELDS DATABASES

US BROWNFIELDS 0.500 0 0 0 NR NR 0 US INST CONTROL 0.500 0 0 0 NR NR 0 INST CONTROL 0.500 0 0 0 NR NR 0 VCP 0.500 0 0 0 NR NR 0 BROWNFIELDS 0.500 0 0 0 NR NR 0

NOTES: AQUIFLOW - see EDR Physical Setting Source Addendum TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database

TC1540200.2s Page 5 Map ID MAP FINDINGS Direction Distance Distance (ft.) EDR ID Number Elevation Site Database(s) EPA ID Number

Coal Gas Site Search: No site was found in a search of Real Property Scan’s ENVIROHAZ database.

1 UNI MART 44242 UST U001465014 South N QUEEN ST N/A < 1/8 ABBOTTSTOWN, PA 17301 60 ft.

Relative: UST: Higher Site ID: 561257 Capacity: 10000 Actual: Date Installed: 05/01/92 542 ft. Tank Seq No: 001 Substance: Gasoline Tank Status: Currently in Use Municipality Name : Abbottstown Client Id Number : 233297 Mailing Name : UNI MARTS LLC Mailing Address: 477 E BEAVER AVE STATE COLLEGE, PA 16801 Other Id : 01-64279 Secondary Facility Address Not: reported Region Code Name : EP Sc Rgnl Off Harrisbrg Regulated Expiration Dt: 06/04/06 Tank Code : UST Inspection Code : Facility Operation Inspection Tank Last Dt Inspected : 09/12/01 Region Code : 4300 Site ID: 561257 Capacity: 10000 Date Installed: 05/01/92 Tank Seq No: 002 Substance: Gasoline Tank Status: Currently in Use Municipality Name : Abbottstown Client Id Number : 233297 Mailing Name : UNI MARTS LLC Mailing Address: 477 E BEAVER AVE STATE COLLEGE, PA 16801 Other Id : 01-64279 Secondary Facility Address Not: reported Region Code Name : EP Sc Rgnl Off Harrisbrg Regulated Expiration Dt: 06/04/06 Tank Code : UST Inspection Code : Facility Operation Inspection Tank Last Dt Inspected : 09/12/01 Region Code : 4300

2 LINCOLNWAY SALES & SVC INC RCRA-SQG 1001081018 WSW 586 KING ST FINDS PAR000013615 1/4-1/2 ABBOTTSTOWN, PA 17301 LUST 2587 ft.

Relative: Higher

Actual: 580 ft.

TC1540200.2s Page 6 Map ID MAP FINDINGS Direction Distance Distance (ft.) EDR ID Number Elevation Site Database(s) EPA ID Number

LINCOLNWAY SALES & SVC INC (Continued) 1001081018

RCRAInfo: Owner: CHUBB CHARLES & ANNA GRACE (717) 632-3999 EPA ID: PAR000013615 Contact: PENNY HOLTZINGER (717) 624-8500 Classification: Small Quantity Generator TSDF Activities: Not reported Violation Status: No violations found

FINDS: Other Pertinent Environmental Activity Identified at Site: RESOURCE CONSERVATION AND RECOVERY ACT INFORMATION SYSTEM LUST: Facility Id: 01-63204 Facility Address 2: Not reported Facility Type: Underground Storage Tank Containing Petroleum Facility Status: Cleanup Completed Status Date: 1995-07-13 Release Date: 1989-08-05 Region: SC-3 Description : LINCOLNWAY SALES & SVC

TC1540200.2s Page 7 ORPHAN SUMMARY

City EDR ID Site Name Site Address Zip Database(s)

ABBOTTSTOWN 1000103428 SUN AUTO COLLISION RT 30 17301 RCRA-SQG, FINDS ABBOTTSTOWN S106983823 SUN PIPELINE ABBOTTSTOWN LOBELL RD NEAR INTERSECTION WITH KI VCP

TC1540200.2s Page 8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required.

Number of Days to Update: Provides confirmation that this EDR report meets or exceeds the 90-day updating requirement of the ASTM standard.

FEDERAL ASTM STANDARD RECORDS

NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 07/01/05 Source: EPA Date Data Arrived at EDR: 08/03/05 Telephone: N/A Date Made Active in Reports: 08/22/05 Last EDR Contact: 08/03/05 Number of Days to Update: 19 Next Scheduled EDR Contact: 10/31/05 Data Release Frequency: Quarterly

NPL Site Boundaries Sources: EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone: 214-655-6659 EPA Region 3 EPA Region 8 Telephone 215-814-5418 Telephone: 303-312-6774 EPA Region 4 Telephone 404-562-8033

Proposed NPL: Proposed National Priority List Sites Date of Government Version: 04/27/05 Source: EPA Date Data Arrived at EDR: 05/04/05 Telephone: N/A Date Made Active in Reports: 05/16/05 Last EDR Contact: 08/05/05 Number of Days to Update: 12 Next Scheduled EDR Contact: 10/31/05 Data Release Frequency: Quarterly

CERCLIS: Comprehensive Environmental Response, Compensation, and Liability Information System CERCLIS contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). CERCLIS contains sites which are either proposed to or on the National Priorities List (NPL) and sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 06/27/05 Source: EPA Date Data Arrived at EDR: 07/22/05 Telephone: 703-413-0223 Date Made Active in Reports: 08/17/05 Last EDR Contact: 09/20/05 Number of Days to Update: 26 Next Scheduled EDR Contact: 12/19/05 Data Release Frequency: Quarterly

CERCLIS-NFRAP: CERCLIS No Further Remedial Action Planned As of February 1995, CERCLIS sites designated "No Further Remedial Action Planned" (NFRAP) have been removed from CERCLIS. NFRAP sites may be sites where, following an initial investigation, no contamination was found, contamination was removed quickly without the need for the site to be placed on the NPL, or the contamination was not serious enough to require Federal Superfund action or NPL consideration. EPA has removed approximately 25,000 NFRAP sites to lift the unintended barriers to the redevelopment of these properties and has archived them as historical records so EPA does not needlessly repeat the investigations in the future. This policy change is part of the EPA’s Brownfields Redevelopment Program to help cities, states, private investors and affected citizens to promote economic redevelopment of unproductive urban sites.

TC1540200.2s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

Date of Government Version: 05/17/05 Source: EPA Date Data Arrived at EDR: 06/20/05 Telephone: 703-413-0223 Date Made Active in Reports: 08/17/05 Last EDR Contact: 09/20/05 Number of Days to Update: 58 Next Scheduled EDR Contact: 12/19/05 Data Release Frequency: Quarterly

CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version: 06/28/05 Source: EPA Date Data Arrived at EDR: 07/05/05 Telephone: 800-424-9346 Date Made Active in Reports: 08/08/05 Last EDR Contact: 09/06/05 Number of Days to Update: 34 Next Scheduled EDR Contact: 12/05/05 Data Release Frequency: Quarterly

RCRA: Resource Conservation and Recovery Act Information RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. RCRAInfo replaces the data recording and reporting abilities of the Resource Conservation and Recovery Information System (RCRIS). The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Transporters are individuals or entities that move hazardous waste from the generator off-site to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Government Version: 08/11/05 Source: EPA Date Data Arrived at EDR: 08/23/05 Telephone: 800-424-9346 Date Made Active in Reports: 10/06/05 Last EDR Contact: 08/23/05 Number of Days to Update: 44 Next Scheduled EDR Contact: 10/24/05 Data Release Frequency: Quarterly

ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 12/31/04 Source: National Response Center, United States Coast Guard Date Data Arrived at EDR: 01/27/05 Telephone: 202-260-2342 Date Made Active in Reports: 03/24/05 Last EDR Contact: 07/25/05 Number of Days to Update: 56 Next Scheduled EDR Contact: 10/24/05 Data Release Frequency: Annually

FEDERAL ASTM SUPPLEMENTAL RECORDS

BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/03 Source: EPA/NTIS Date Data Arrived at EDR: 06/17/05 Telephone: 800-424-9346 Date Made Active in Reports: 08/04/05 Last EDR Contact: 09/12/05 Number of Days to Update: 48 Next Scheduled EDR Contact: 12/12/05 Data Release Frequency: Biennially

TC1540200.2s Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

CONSENT: Superfund (CERCLA) Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version: 12/14/04 Source: Department of Justice, Consent Decree Library Date Data Arrived at EDR: 02/15/05 Telephone: Varies Date Made Active in Reports: 04/25/05 Last EDR Contact: 07/25/05 Number of Days to Update: 69 Next Scheduled EDR Contact: 10/24/05 Data Release Frequency: Varies

ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 06/08/05 Source: EPA Date Data Arrived at EDR: 07/11/05 Telephone: 703-416-0223 Date Made Active in Reports: 08/08/05 Last EDR Contact: 07/06/05 Number of Days to Update: 28 Next Scheduled EDR Contact: 10/03/05 Data Release Frequency: Annually

DELISTED NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 07/01/05 Source: EPA Date Data Arrived at EDR: 08/03/05 Telephone: N/A Date Made Active in Reports: 08/22/05 Last EDR Contact: 08/03/05 Number of Days to Update: 19 Next Scheduled EDR Contact: 10/31/05 Data Release Frequency: Quarterly

FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 07/11/05 Source: EPA Date Data Arrived at EDR: 07/19/05 Telephone: (215) 814-5000 Date Made Active in Reports: 08/08/05 Last EDR Contact: 07/05/05 Number of Days to Update: 20 Next Scheduled EDR Contact: 10/03/05 Data Release Frequency: Quarterly

HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 06/27/05 Source: U.S. Department of Transportation Date Data Arrived at EDR: 07/22/05 Telephone: 202-366-4555 Date Made Active in Reports: 09/01/05 Last EDR Contact: 07/22/05 Number of Days to Update: 41 Next Scheduled EDR Contact: 10/17/05 Data Release Frequency: Annually

MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis.

TC1540200.2s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

Date of Government Version: 07/14/05 Source: Nuclear Regulatory Commission Date Data Arrived at EDR: 07/22/05 Telephone: 301-415-7169 Date Made Active in Reports: 08/22/05 Last EDR Contact: 07/05/05 Number of Days to Update: 31 Next Scheduled EDR Contact: 10/03/05 Data Release Frequency: Quarterly

MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. Date of Government Version: 05/13/05 Source: Department of Labor, Mine Safety and Health Administration Date Data Arrived at EDR: 06/27/05 Telephone: 303-231-5959 Date Made Active in Reports: 08/08/05 Last EDR Contact: 09/27/05 Number of Days to Update: 42 Next Scheduled EDR Contact: 12/26/05 Data Release Frequency: Semi-Annually

NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner receives notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. Date of Government Version: 10/15/91 Source: EPA Date Data Arrived at EDR: 02/02/94 Telephone: 202-564-4267 Date Made Active in Reports: 03/30/94 Last EDR Contact: 08/22/05 Number of Days to Update: 56 Next Scheduled EDR Contact: 11/21/05 Data Release Frequency: No Update Planned

PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB’s who are required to notify the EPA of such activities. Date of Government Version: 03/30/05 Source: EPA Date Data Arrived at EDR: 05/10/05 Telephone: 202-564-3887 Date Made Active in Reports: 05/24/05 Last EDR Contact: 08/25/05 Number of Days to Update: 14 Next Scheduled EDR Contact: 11/07/05 Data Release Frequency: Annually

DOD: Department of Defense Sites This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. Date of Government Version: 10/01/03 Source: USGS Date Data Arrived at EDR: 11/12/03 Telephone: 703-692-8801 Date Made Active in Reports: 11/21/03 Last EDR Contact: 08/09/05 Number of Days to Update: 9 Next Scheduled EDR Contact: 11/07/05 Data Release Frequency: Semi-Annually

UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. In 1978, 24 inactive uranium mill tailings sites in Oregon, Idaho, Wyoming, Utah, Colorado, New Mexico, Texas, North Dakota, South Dakota, Pennsylvania, and on Navajo and Hopi tribal lands, were targeted for cleanup by the Department of Energy. Date of Government Version: 12/29/04 Source: Department of Energy Date Data Arrived at EDR: 01/07/05 Telephone: 505-845-0011 Date Made Active in Reports: 03/14/05 Last EDR Contact: 09/19/05 Number of Days to Update: 66 Next Scheduled EDR Contact: 12/19/05 Data Release Frequency: Varies

TC1540200.2s Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version: 06/30/85 Source: Environmental Protection Agency Date Data Arrived at EDR: 08/09/04 Telephone: 800-424-9346 Date Made Active in Reports: 09/17/04 Last EDR Contact: 05/23/95 Number of Days to Update: 39 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned

FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version: 12/31/04 Source: U.S. Army Corps of Engineers Date Data Arrived at EDR: 06/29/05 Telephone: 202-528-4285 Date Made Active in Reports: 08/08/05 Last EDR Contact: 06/29/05 Number of Days to Update: 40 Next Scheduled EDR Contact: 10/03/05 Data Release Frequency: Varies

INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 10/01/03 Source: USGS Date Data Arrived at EDR: 11/12/03 Telephone: 202-208-3710 Date Made Active in Reports: 11/21/03 Last EDR Contact: 08/09/05 Number of Days to Update: 9 Next Scheduled EDR Contact: 11/07/05 Data Release Frequency: Semi-Annually

US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 08/02/05 Source: Environmental Protection Agency Date Data Arrived at EDR: 08/12/05 Telephone: 703-603-8867 Date Made Active in Reports: 10/06/05 Last EDR Contact: 10/03/05 Number of Days to Update: 55 Next Scheduled EDR Contact: 01/02/06 Data Release Frequency: Varies

RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version: 04/17/95 Source: EPA Date Data Arrived at EDR: 07/03/95 Telephone: 202-564-4104 Date Made Active in Reports: 08/07/95 Last EDR Contact: 09/06/05 Number of Days to Update: 35 Next Scheduled EDR Contact: 12/05/05 Data Release Frequency: No Update Planned

TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/03 Source: EPA Date Data Arrived at EDR: 07/13/05 Telephone: 202-566-0250 Date Made Active in Reports: 08/17/05 Last EDR Contact: 09/19/05 Number of Days to Update: 35 Next Scheduled EDR Contact: 12/19/05 Data Release Frequency: Annually

TC1540200.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/02 Source: EPA Date Data Arrived at EDR: 04/27/04 Telephone: 202-260-5521 Date Made Active in Reports: 05/21/04 Last EDR Contact: 07/18/05 Number of Days to Update: 24 Next Scheduled EDR Contact: 10/17/05 Data Release Frequency: Every 4 Years

FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) Date of Government Version: 07/15/05 Source: EPA Date Data Arrived at EDR: 07/25/05 Telephone: 202-566-1667 Date Made Active in Reports: 08/22/05 Last EDR Contact: 09/19/05 Number of Days to Update: 28 Next Scheduled EDR Contact: 12/19/05 Data Release Frequency: Quarterly

SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. Date of Government Version: 12/31/03 Source: EPA Date Data Arrived at EDR: 01/03/05 Telephone: 202-564-4203 Date Made Active in Reports: 01/25/05 Last EDR Contact: 07/18/05 Number of Days to Update: 22 Next Scheduled EDR Contact: 10/17/05 Data Release Frequency: Annually

FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 07/15/05 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Date Data Arrived at EDR: 07/25/05 Telephone: 202-566-1667 Date Made Active in Reports: 08/22/05 Last EDR Contact: 09/19/05 Number of Days to Update: 28 Next Scheduled EDR Contact: 12/19/05 Data Release Frequency: Quarterly

STATE OF PENNSYLVANIA ASTM STANDARD RECORDS

SHWS: Hazardous Sites Cleanup Act Site List The Hazardous Sites Cleanup Act Site List includes sites listed on PA Priority List, sites delisted from PA Priority List, Interim Response Completed sites, and Sites Being Studied or Response Being Planned. Date of Government Version: 08/15/05 Source: Department Environmental Protection Date Data Arrived at EDR: 08/18/05 Telephone: 717-783-7816 Date Made Active in Reports: 09/21/05 Last EDR Contact: 08/18/05 Number of Days to Update: 34 Next Scheduled EDR Contact: 11/14/05 Data Release Frequency: Semi-Annually

SWF/LF: Operating Facilities Date of Government Version: 06/23/05 Source: Department of Environmental Protection Date Data Arrived at EDR: 07/12/05 Telephone: 717-787-7564 Date Made Active in Reports: 08/11/05 Last EDR Contact: 09/19/05 Number of Days to Update: 30 Next Scheduled EDR Contact: 12/19/05 Data Release Frequency: Semi-Annually

TC1540200.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

LUST: Storage Tank Release Sites Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground storage tank incidents. Not all states maintain these records, and the information stored varies by state. Date of Government Version: 07/11/05 Source: Department of Environmental Protection Date Data Arrived at EDR: 07/13/05 Telephone: 717-783-7509 Date Made Active in Reports: 08/03/05 Last EDR Contact: 07/13/05 Number of Days to Update: 21 Next Scheduled EDR Contact: 10/10/05 Data Release Frequency: Semi-Annually

UST: Listing of Pennsylvania Regulated Underground Storage Tanks Registered Underground Storage Tanks. UST’s are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available information varies by state program. Date of Government Version: 07/05/05 Source: Department of Environmental Protection Date Data Arrived at EDR: 07/26/05 Telephone: 717-772-5599 Date Made Active in Reports: 08/04/05 Last EDR Contact: 07/26/05 Number of Days to Update: 9 Next Scheduled EDR Contact: 10/10/05 Data Release Frequency: Varies

VCP: Voluntary Cleanup Program Sites Sites involved in the Voluntary Cleanup Program Date of Government Version: 08/18/05 Source: Department of Environmental Protection Date Data Arrived at EDR: 08/18/05 Telephone: 717-783-2388 Date Made Active in Reports: 09/21/05 Last EDR Contact: 08/16/05 Number of Days to Update: 34 Next Scheduled EDR Contact: 11/14/05 Data Release Frequency: Semi-Annually

ARCHIVE UST: Archived Underground Storage Tank Sites The list includes tanks storing highly hazardous substances that were removed from the DEP’s Storage Tank Information database because of the Department’s policy on sensitive information. The list also may include tanks that are removed or permanently closed. Date of Government Version: 04/01/05 Source: Department of Environmental Protection Date Data Arrived at EDR: 07/26/05 Telephone: 717-772-5599 Date Made Active in Reports: 08/11/05 Last EDR Contact: 07/26/05 Number of Days to Update: 16 Next Scheduled EDR Contact: 10/10/05 Data Release Frequency: Varies

HSCA: HSCA Remedial Sites Listing A list of remedial sites on the PA Priority List. This is the PA state equivalent of the federal NPL superfund list. Date of Government Version: 05/05/04 Source: Department of Environmental Protection Date Data Arrived at EDR: 05/26/04 Telephone: 717-783-7816 Date Made Active in Reports: 06/24/04 Last EDR Contact: 08/18/05 Number of Days to Update: 29 Next Scheduled EDR Contact: 11/14/05 Data Release Frequency: Varies

STATE OF PENNSYLVANIA ASTM SUPPLEMENTAL RECORDS

AST: Listing of Pennsylvania Regulated Aboveground Storage Tanks Registered Aboveground Storage Tanks. Date of Government Version: 07/05/05 Source: Department of Environmental Protection Date Data Arrived at EDR: 07/26/05 Telephone: 717-772-5599 Date Made Active in Reports: 08/04/05 Last EDR Contact: 07/26/05 Number of Days to Update: 9 Next Scheduled EDR Contact: 10/10/05 Data Release Frequency: Varies

TC1540200.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

LAST: Storage Tank Release Sites Leaking Aboveground Storage Tank Incident Reports. Date of Government Version: 07/11/05 Source: Department of Environmental Protection Date Data Arrived at EDR: 07/13/05 Telephone: 717-783-7509 Date Made Active in Reports: 08/03/05 Last EDR Contact: 07/13/05 Number of Days to Update: 21 Next Scheduled EDR Contact: 10/10/05 Data Release Frequency: Semi-Annually

ACT 2-DEED: Act 2-Deed Acknowledgment Sites This listing pertains to sites where the Department has approved a cleanup requiring a deed acknowledgment under Act 2. This list includes sites remediated to a non-residential Statewide health standard (Section 303(g)); all sites demonstrating attainment of a Site-specific standard (Section 304(m)); and sites being remediated as a special industrial area (Section 305(g)). Persons who remediated a site to a standard that requires a deed acknowledgment shall comply with the requirements of the Solid Waste Management Act or the Hazardous Sites Cleanup Act, as referenced in Act 2. These statutes require a property description section in the deed concerning the hazardous substance disposal on the site. The location of disposed hazardous substances and a description of the type of hazardous substances disposed on the site shall be included in the deed acknowledgment. A deed acknowledgment is required at the time of conveyance of the property. Date of Government Version: 08/18/05 Source: Department of Environmental Protection Date Data Arrived at EDR: 08/19/05 Telephone: 717-783-9470 Date Made Active in Reports: 09/21/05 Last EDR Contact: 08/16/05 Number of Days to Update: 33 Next Scheduled EDR Contact: 11/14/05 Data Release Frequency: Varies

UNREG LTANKS: Unregulated Tank Cases Leaking storage tank cases from unregulated storage tanks. Date of Government Version: 04/12/02 Source: Department of Environmental Protection Date Data Arrived at EDR: 08/14/03 Telephone: 717-783-7509 Date Made Active in Reports: 08/29/03 Last EDR Contact: 08/14/03 Number of Days to Update: 15 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned

HIST LF: Abandoned Landfill Inventory The report provides facility information recorded in the Pennsylvania Department of Environmental Protection ALI database. Some of this information has been abstracted from old records and may not accurately reflect the current conditions and status at these facilities Date of Government Version: 01/04/05 Source: Department of Environmental Protection Date Data Arrived at EDR: 01/04/05 Telephone: 717-787-7564 Date Made Active in Reports: 02/04/05 Last EDR Contact: 09/19/05 Number of Days to Update: 31 Next Scheduled EDR Contact: 12/19/05 Data Release Frequency: Varies

ARCHIVE AST: Archived Aboveground Storage Tank Sites The list includes aboveground tanks with a capacity greater than 21,000 gallons that were removed from the DEP’s Storage Tank Information database because of the Department’s policy on sensitive information. The list also may include tanks that are removed or permanently closed. Date of Government Version: 04/01/05 Source: Department of Environmental Protection Date Data Arrived at EDR: 07/26/05 Telephone: 717-772-5599 Date Made Active in Reports: 08/11/05 Last EDR Contact: 07/26/05 Number of Days to Update: 16 Next Scheduled EDR Contact: 10/10/05 Data Release Frequency: Varies

ENG CONTROLS: Engineering Controls Site Listing Under the Land Recycling Act (Act 2) persons who perform a site cleanup using the site-specific standard or the special industrial area standard may use engineering or institutional controls as part of the response action. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health.

TC1540200.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

Date of Government Version: 05/09/05 Source: Department of Environmental Protection Date Data Arrived at EDR: 05/17/05 Telephone: 717-783-9470 Date Made Active in Reports: 06/07/05 Last EDR Contact: 08/19/05 Number of Days to Update: 21 Next Scheduled EDR Contact: 11/14/05 Data Release Frequency: Varies

DRYCLEANERS: Drycleaner Facility Locations A listing of drycleaner facility locations. Date of Government Version: 07/28/05 Source: Department of Environmental Protection Date Data Arrived at EDR: 07/28/05 Telephone: 717-787-9702 Date Made Active in Reports: 08/11/05 Last EDR Contact: 07/21/05 Number of Days to Update: 14 Next Scheduled EDR Contact: 10/17/05 Data Release Frequency: Varies

HIST LF INVENTORY: Facility Inventory A listing of solid waste facilities. This listing is no longer updated or maintained by the Department of Environmental Protection. At the time the listing was available, the DEP?s name was the Department of Environmental Resources. Date of Government Version: 06/02/99 Source: Department of Environmental Protection Date Data Arrived at EDR: 07/12/05 Telephone: 717-787-7381 Date Made Active in Reports: 08/11/05 Last EDR Contact: 09/19/05 Number of Days to Update: 30 Next Scheduled EDR Contact: 12/19/05 Data Release Frequency: No Update Planned

HIST LF INACTIVE: Inactive Facilities List A listing of inactive non-hazardous facilities (10000 & 300000 series). This listing is no longer updated or maintained by the Department of Environmental Protection. At the time the listing was available, the DEP?s name was the Department of Environmental Resources. Date of Government Version: 12/20/94 Source: Department of Environmental Protection Date Data Arrived at EDR: 07/12/05 Telephone: 717-787-7381 Date Made Active in Reports: 08/11/05 Last EDR Contact: 09/21/05 Number of Days to Update: 30 Next Scheduled EDR Contact: 12/19/05 Data Release Frequency: No Update Planned

EDR PROPRIETARY HISTORICAL DATABASES

Former Manufactured Gas (Coal Gas) Sites: The existence and location of Coal Gas sites is provided exclusively to EDR by Real Property Scan, Inc. ©Copyright 1993 Real Property Scan, Inc. For a technical description of the types of hazards which may be found at such sites, contact your EDR customer service representative.

Disclaimer Provided by Real Property Scan, Inc. The information contained in this report has predominantly been obtained from publicly available sources produced by entities other than Real Property Scan. While reasonable steps have been taken to insure the accuracy of this report, Real Property Scan does not guarantee the accuracy of this report. Any liability on the part of Real Property Scan is strictly limited to a refund of the amount paid. No claim is made for the actual existence of toxins at any site. This report does not constitute a legal opinion.

BROWNFIELDS DATABASES

VCP: Voluntary Cleanup Program Sites Sites involved in the Voluntary Cleanup Program

TC1540200.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

Date of Government Version: 08/18/05 Source: Department of Environmental Protection Date Data Arrived at EDR: 08/18/05 Telephone: 717-783-2388 Date Made Active in Reports: 09/21/05 Last EDR Contact: 08/16/05 Number of Days to Update: 34 Next Scheduled EDR Contact: 11/14/05 Data Release Frequency: Semi-Annually

BROWNFIELDS: Brownfields Sites Date of Government Version: 08/19/05 Source: Department of Environmental Protection Date Data Arrived at EDR: 08/19/05 Telephone: 717-783-7509 Date Made Active in Reports: 09/21/05 Last EDR Contact: 08/15/05 Number of Days to Update: 33 Next Scheduled EDR Contact: 11/14/05 Data Release Frequency: Varies

US BROWNFIELDS: A Listing of Brownfields Sites Included in the listing are brownfields properties addresses by Cooperative Agreement Recipients and brownfields properties addressed by Targeted Brownfields Assessments. Targeted Brownfields Assessments-EPA’s Targeted Brownfields Assessments (TBA) program is designed to help states, tribes, and municipalities--especially those without EPA Brownfields Assessment Demonstration Pilots--minimize the uncertainties of contamination often associated with brownfields. Under the TBA program, EPA provides funding and/or technical assistance for environmental assessments at brownfields sites throughout the country. Targeted Brownfields Assessments supplement and work with other efforts under EPA’s Brownfields Initiative to promote cleanup and redevelopment of brownfields. Cooperative Agreement Recipients-States, political subdivisions, territories, and Indian tribes become Brownfields Cleanup Revolving Loan Fund (BCRLF) cooperative agreement recipients when they enter into BCRLF cooperative agreements with the U.S. EPA. EPA selects BCRLF cooperative agreement recipients based on a proposal and application process. BCRLF cooperative agreement recipients must use EPA funds provided through BCRLF cooperative agreement for specified brownfields-related cleanup activities. Date of Government Version: 08/18/05 Source: Environmental Protection Agency Date Data Arrived at EDR: 08/18/05 Telephone: 202-566-2777 Date Made Active in Reports: 10/06/05 Last EDR Contact: 08/11/05 Number of Days to Update: 49 Next Scheduled EDR Contact: 12/12/05 Data Release Frequency: Semi-Annually

INST CONTROL: Institutional Controls Site Listing Under the Land Recycling Act (Act 2) persons who perform a site cleanup using the site-specific standard or the special industrial area standard may use engineering or institutional controls as part of the response action. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 05/09/05 Source: Department of Environmental Protection Date Data Arrived at EDR: 05/17/05 Telephone: 717-783-9470 Date Made Active in Reports: 06/07/05 Last EDR Contact: 08/19/05 Number of Days to Update: 21 Next Scheduled EDR Contact: 11/14/05 Data Release Frequency: Varies

US INST CONTROL: Sites with Institutional Controls A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 01/10/05 Source: Environmental Protection Agency Date Data Arrived at EDR: 02/11/05 Telephone: 703-603-8867 Date Made Active in Reports: 04/06/05 Last EDR Contact: 07/05/05 Number of Days to Update: 54 Next Scheduled EDR Contact: 10/03/05 Data Release Frequency: Varies

TC1540200.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

OTHER DATABASE(S)

Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report.

Oil/Gas Pipelines: This data was obtained by EDR from the USGS in 1994. It is referred to by USGS as GeoData Digital Line Graphs from 1:100,000-Scale Maps. It was extracted from the transportation category including some oil, but primarily gas pipelines.

Electric Power Transmission Line Data Source: PennWell Corporation Telephone: (800) 823-6277 This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell.

Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located.

AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-280-5991 The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals. Medical Centers: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: 410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone: 301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on private school locations in the United States. Daycare Centers: Child Care Facility List Source: Department of Public Welfare Telephone: 717-783-3856

Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 1999 from the Federal Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA.

NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002 from the U.S. Fish and Wildlife Service.

TC1540200.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

STREET AND ADDRESS INFORMATION

© 2004 Geographic Data Technology, Inc., Rel. 07/2004. This product contains proprietary and confidential property of Geographic Data Technology, Inc. Unauthorized use, including copying for other than testing and standard backup procedures, of this product is expressly prohibited.

TC1540200.2s Page GR-12 GEOCHECK ® - PHYSICAL SETTING SOURCE ADDENDUM

TARGET PROPERTY ADDRESS

UNI-MART, INC. U.S. RT. 30/100 CENTER SQUARE ABBOTTSTOWN, PA 17301

TARGET PROPERTY COORDINATES

Latitude (North): 39.886799 - 39˚ 53’ 12.5’’ Longitude (West): 76.984703 - 76˚ 59’ 4.9’’ Universal Tranverse Mercator: Zone 18 UTM X (Meters): 330296.7 UTM Y (Meters): 4416868.5 Elevation: 541 ft. above sea level

EDR’s GeoCheck Physical Setting Source Addendum has been developed to assist the environmental professional with the collection of physical setting source information in accordance with ASTM 1527-00, Section 7.2.3. Section 7.2.3 requires that a current USGS 7.5 Minute Topographic Map (or equivalent, such as the USGS Digital Elevation Model) be reviewed. It also requires that one or more additional physical setting sources be sought when (1) conditions have been identified in which hazardous substances or petroleum products are likely to migrate to or from the property, and (2) more information than is provided in the current USGS 7.5 Minute Topographic Map (or equivalent) is generally obtained, pursuant to local good commercial or customary practice, to assess the impact of migration of recognized environmental conditions in connection with the property. Such additional physical setting sources generally include information about the topographic, hydrologic, hydrogeologic, and geologic characteristics of a site, and wells in the area.

Assessment of the impact of contaminant migration generally has two principle investigative components:

1. Groundwater flow direction, and 2. Groundwater flow velocity.

Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the geologic strata. EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in forming an opinion about the impact of potential contaminant migration.

TC1540200.2s Page A-1 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY

GROUNDWATER FLOW DIRECTION INFORMATION Groundwater flow direction for a particular site is best determined by a qualified environmental professional using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other sources of information, such as surface topographic information, hydrologic information, hydrogeologic data collected on nearby properties, and regional groundwater flow information (from deep aquifers).

TOPOGRAPHIC INFORMATION Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted.

TARGET PROPERTY TOPOGRAPHY USGS Topographic Map: 39076-H8 ABBOTTSTOWN, PA General Topographic Gradient: General ENE Source: USGS 7.5 min quad index

SURROUNDING TOPOGRAPHY: ELEVATION PROFILES 558 545 542 541 541 540 538 538 530 524 520 516 507 504 497 Elevation (ft) 495 478 459 457

North South TP 567 566 563 563 561 560 559 558 556 555 554 546 545 543 541 528 524 503 Elevation (ft) 496

West East TP 0 1/2 1 Miles ✩Target Property Elevation: 541 ft.

Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified.

TC1540200.2s Page A-2 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY

HYDROLOGIC INFORMATION Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted.

Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways and bodies of water).

FEMA FLOOD ZONE FEMA Flood Target Property County Electronic Data ADAMS, PA YES - refer to the Overview Map and Detail Map

Flood Plain Panel at Target Property: 4211570001A

Additional Panels in search area: 4209340022B 4209340024B 4200020002B 4200020004B 4211600001B 4211600002A

NATIONAL WETLAND INVENTORY NWI Electronic NWI Quad at Target Property Data Coverage ABBOTTSTOWN YES - refer to the Overview Map and Detail Map

HYDROGEOLOGIC INFORMATION Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted.

AQUIFLOW® Search Radius: 1.000 Mile.

EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory authorities at select sites and has extracted the date of the report, groundwater flow direction as determined hydrogeologically, and the depth to water table.

LOCATION GENERAL DIRECTION MAP ID FROM TP GROUNDWATER FLOW Not Reported

TC1540200.2s Page A-3 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY

GROUNDWATER FLOW VELOCITY INFORMATION Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes move more quickly through sandy-gravelly types of soils than silty-clayey types of soils.

GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY Geologic information can be used by the environmental professional in forming an opinion about the relative speed at which contaminant migration may be occurring.

ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION

Era: Mesozoic Category: Stratified Sequence System: Triassic Series: Triassic Code: Tr (decoded above as Era, System & Series)

Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994).

DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY

The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. The following information is based on Soil Conservation Service STATSGO data.

Soil Component Name: PENN

Soil Surface Texture: channery - silt loam

Hydrologic Group: Class C - Slow infiltration rates. Soils with layers impeding downward movement of water, or soils with moderately fine or fine textures.

Soil Drainage Class: Well drained. Soils have intermediate water holding capacity. Depth to water table is more than 6 feet.

Hydric Status: Soil does not meet the requirements for a hydric soil.

Corrosion Potential - Uncoated Steel: LOW

Depth to Bedrock Min: > 20 inches

Depth to Bedrock Max: > 40 inches

TC1540200.2s Page A-4 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY

Soil Layer Information

Boundary Classification Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Permeability Soil Reaction Rate (in/hr) (pH)

1 0 inches 8 inches channery - silt Silt-Clay FINE-GRAINED Max: 6.00 Max: 5.50 loam Materials (more SOILS, Silts and Min: 0.60 Min: 3.60 than 35 pct. Clays (liquid passing No. limit less than 200), Silty 50%), silt. Soils. 2 8 inches 21 inches channery - silt Silt-Clay FINE-GRAINED Max: 6.00 Max: 6.00 loam Materials (more SOILS, Silts and Min: 0.60 Min: 3.60 than 35 pct. Clays (liquid passing No. limit less than 200), Silty 50%), silt. Soils. 3 21 inches 34 inches very channery - Silt-Clay FINE-GRAINED Max: 6.00 Max: 6.50 silt loam Materials (more SOILS, Silts and Min: 0.60 Min: 5.10 than 35 pct. Clays (liquid passing No. limit less than 200), Silty 50%), silt. Soils. 4 34 inches 38 inches unweathered Not reported Not reported Max: 6.00 Max: 0.00 bedrock Min: 0.20 Min: 0.00

OTHER SOIL TYPES IN AREA

Based on Soil Conservation Service STATSGO data, the following additional subordinant soil types may appear within the general area of target property.

Soil Surface Textures: very stony - loam silt loam loam extremely stony - silt loam extremely stony - loam

Surficial Soil Types: very stony - loam silt loam loam extremely stony - silt loam extremely stony - loam

Shallow Soil Types: sandy loam loam silt loam

Deeper Soil Types: weathered bedrock stratified loam

TC1540200.2s Page A-5 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY

ADDITIONAL ENVIRONMENTAL RECORD SOURCES

According to ASTM E 1527-00, Section 7.2.2, "one or more additional state or local sources of environmental records may be checked, in the discretion of the environmental professional, to enhance and supplement federal and state sources... Factors to consider in determining which local or additional state records, if any, should be checked include (1) whether they are reasonably ascertainable, (2) whether they are sufficiently useful, accurate, and complete in light of the objective of the records review (see 7.1.1), and (3) whether they are obtained, pursuant to local, good commercial or customary practice." One of the record sources listed in Section 7.2.2 is water well information. Water well information can be used to assist the environmental professional in assessing sources that may impact groundwater flow direction, and in forming an opinion about the impact of contaminant migration on nearby drinking water wells.

WELL SEARCH DISTANCE INFORMATION

DATABASE SEARCH DISTANCE (miles) Federal USGS 1.000 Federal FRDS PWS Nearest PWS within 1 mile State Database 1.000

FEDERAL USGS WELL INFORMATION LOCATION MAP ID WELL ID FROM TP B4 USGS2184459 1/8 - 1/4 Mile North E12 USGS2184453 1/4 - 1/2 Mile East H26 USGS2184456 1/2 - 1 Mile ENE N54 USGS2184477 1/2 - 1 Mile NW P58 USGS2184491 1/2 - 1 Mile NW R62 USGS2184460 1/2 - 1 Mile West

FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION MAP ID WELL ID FROM TP A1 PA7671170 0 - 1/8 Mile South

Note: PWS System location is not always the same as well location.

STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP A2 PA1000000016272 0 - 1/8 Mile SE A3 SPAW0000080 0 - 1/8 Mile SE B5 PA1000000016644 1/8 - 1/4 Mile North C6 SPAW0000085 1/4 - 1/2 Mile WNW C7 PA1000000016643 1/4 - 1/2 Mile WNW 8 PA1000000015737 1/4 - 1/2 Mile SSE D9 PA1000000016606 1/4 - 1/2 Mile ENE D10 SPAW0115134 1/4 - 1/2 Mile ENE E11 PA1000000016414 1/4 - 1/2 Mile East

TC1540200.2s Page A-6 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY

STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP 13 PA1000000016000 1/4 - 1/2 Mile WSW F14 PA1000000016573 1/4 - 1/2 Mile ENE F15 SPAW0115138 1/4 - 1/2 Mile ENE 16 PA1000000015561 1/4 - 1/2 Mile SSE F17 PA1000000016600 1/4 - 1/2 Mile ENE G18 SPAW0000102 1/4 - 1/2 Mile North G19 PA1000000017187 1/4 - 1/2 Mile North F20 PA1000000016529 1/4 - 1/2 Mile East G21 PA1000000017245 1/4 - 1/2 Mile North G22 SPAW0000131 1/2 - 1 Mile North F23 PA1000000016574 1/2 - 1 Mile ENE F24 SPAW0115073 1/2 - 1 Mile ENE 25 PA1000000017274 1/2 - 1 Mile North H27 PA1000000016607 1/2 - 1 Mile ENE I28 PA1000000017158 1/2 - 1 Mile NW I29 SPAW0000878 1/2 - 1 Mile NW I30 PA1000000017127 1/2 - 1 Mile NW I31 SPAW0000877 1/2 - 1 Mile NW H32 SPAW0115133 1/2 - 1 Mile East H33 PA1000000016575 1/2 - 1 Mile East J34 PA1000000017409 1/2 - 1 Mile NNW J35 SPAW0000894 1/2 - 1 Mile NNW K36 SPAW0000852 1/2 - 1 Mile NNW K37 PA1000000017313 1/2 - 1 Mile NNW L38 PA1000000017408 1/2 - 1 Mile NNW K39 PA1000000017385 1/2 - 1 Mile NNW J40 SPAW0000893 1/2 - 1 Mile NNW K41 SPAW0000880 1/2 - 1 Mile NNW J42 SPAW0117920 1/2 - 1 Mile North J43 PA1000000017492 1/2 - 1 Mile North K44 SPAW0000879 1/2 - 1 Mile NNW K45 PA1000000017384 1/2 - 1 Mile NNW L46 SPAW0000895 1/2 - 1 Mile NNW L47 PA1000000017491 1/2 - 1 Mile NNW J48 SPAW0000896 1/2 - 1 Mile NNW J49 PA1000000017541 1/2 - 1 Mile NNW 50 PA1000000016842 1/2 - 1 Mile ENE M51 SPAW0000834 1/2 - 1 Mile NNW M52 PA1000000017540 1/2 - 1 Mile NNW N53 PA1000000017244 1/2 - 1 Mile NW O55 SPAW0000859 1/2 - 1 Mile WSW O56 PA1000000015968 1/2 - 1 Mile WSW P57 PA1000000017584 1/2 - 1 Mile NW Q59 PA1000000015228 1/2 - 1 Mile SE Q60 SPAW0000112 1/2 - 1 Mile SE R61 PA1000000016642 1/2 - 1 Mile West 63 PA1000000014980 1/2 - 1 Mile South S64 PA1000000016365 1/2 - 1 Mile East S65 SPAW0115116 1/2 - 1 Mile East P66 SPAW0000872 1/2 - 1 Mile NW P67 PA1000000017583 1/2 - 1 Mile NW P68 PA1000000017699 1/2 - 1 Mile NW

TC1540200.2s Page A-7 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY

STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP P69 SPAW0000836 1/2 - 1 Mile NW 70 PA1000000015384 1/2 - 1 Mile SW T71 PA1000000014873 1/2 - 1 Mile South T72 SPAW0000093 1/2 - 1 Mile South U73 PA1000000017915 1/2 - 1 Mile NNW V74 SPAW0000902 1/2 - 1 Mile NNW V75 PA1000000018013 1/2 - 1 Mile NNW U76 SPAW0000874 1/2 - 1 Mile NNW W77 PA1000000015571 1/2 - 1 Mile WSW W78 SPAW0000110 1/2 - 1 Mile WSW X79 PA1000000017887 1/2 - 1 Mile NNW X80 SPAW0000873 1/2 - 1 Mile NNW Y81 SPAW0115095 1/2 - 1 Mile NNE Y82 PA1000000017987 1/2 - 1 Mile NNE

TC1540200.2s Page A-8 520 500

540 5

460

520 520

480 0 520 48

0 500 2 5

500

520 540

540

560

540

560

620

560 580 700

600 620

0 62

600

580 620 560 620 640 560

680 620 740 580

660 680 700 700 720 20 720 6 660 740

EDR Inc. GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Map ID Direction Distance Elevation Database EDR ID Number A1 South FRDS PWS PA7671170 0 - 1/8 Mile Higher PWS ID: PA7671170 PWS Status: Active Date Initiated: Not Reported Date Deactivated:Not Reported PWS Name: O’BRIEN’S PARADISE COVE RD#1 ABBOTTSTOWN, PA 17301

Addressee / Facility: Mailing O’BRIEN’S PARADISE COVE FREDERICK S. O’BRIEN R.D. 1 BOX 208 ABBOTTSTOWN, PA 17301

Facility Latitude: 39 53 11 Facility Longitude:076 59 06 City Served: Not Reported Treatment Class: Untreated Population: 00000025

PWS currently has or had major violation(s) or enforcement: Yes

Violations information not reported.

ENFORCEMENT INFORMATION:

System Name: OBRIENS PARADISE COVE Violation Type: Monitoring, Repeat Major (TCR) Contaminant: COLIFORM (TCR) Compliance Period: 2001-01-01 - 2001-03-31 Analytical Value: 0 Violation ID: 0125992 Enforcement ID: Not Reported Enforcement Date: Not Reported Enf. Action: Not Reported System Name: OBRIENS PARADISE COVE Violation Type: Monitoring, Routine Major (TCR) Contaminant: COLIFORM (TCR) Compliance Period: 2001-02-01 - 2001-02-28 Analytical Value: 0 Violation ID: 0126484 Enforcement ID: Not Reported Enforcement Date: Not Reported Enf. Action: Not Reported

A2 SE PA WELLS PA1000000016272 0 - 1/8 Mile Lower WELLID: Not Reported LOCALWELLN: 0276N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: FLAT SURFACE WELLDEPTH: 550 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306

TC1540200.2s Page A-10 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: ABBOTTSTOWN BORO LATITUDEDD: 39.88583 LONGITUDED: -76.98389 DEPTHTOBED: 12 DATEDRILLE: Not Reported PAGWIS ID: 44665

Construction Information: Construction Date: 02/01/1982 00:00:00 Driller: 32 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 21 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SH Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: JACOBS A Date Ownership: Not Reported

A3 SE PA WELLS SPAW0000080 0 - 1/8 Mile Lower Well ID: 0276N Owner’s Name: JACOBS A County ADAMS Latitude: 395309 Longitude: 765902 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: FLAT SURFACE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 550 Finish: OPEN HOLE Casing 1: 21 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported

TC1540200.2s Page A-11 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Grouted: Not Reported Date Drilled: 2-82 Static Water Level: 12 Production WL: Not Reported Yield (gpm): 0.5 Yield Measurement Method: V Drawdown: Not Reported Test Time: Not Reported Bedrock: 12 Driller: 32 Water Bearing Zone 1: 187 Water Bearing Zone 2: 472 Water Bearing Zone 3: Not Reported Lithology: SHALE Municipality: ABBOTTSTOWN Remark: Not Reported Aquifer: NEW OXFORD FORMATION

B4 North FED USGS USGS2184459 1/8 - 1/4 Mile Lower Agency cd: USGS Site no: 395320076590501 Site name: AD 234 Latitude: 395320 Longitude: 0765905 Dec lat: 39.88898685 Dec lon: -76.98442347 Coor meth: M Coor accr: M Latlong datum: NAD27 Dec latlong datum: NAD83 District: 42 State: 42 County: 001 Country: US Land net: Not Reported Location map: ABBOTTSTOWN Map scale: 24000 Altitude: 520.00 Altitude method: M Altitude accuracy: 10 Altitude datum: NGVD29 Hydrologic: Lower Susquehanna. Maryland, Pennsylvania. Area = 2440 sq.mi. Topographic: Hillside (slope) Site type: Ground-water other than Spring Date construction: Not Reported Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: Y Type of ground water site: Single well, other than collector or Ranney type Aquifer Type: Not Reported Aquifer: NEW OXFORD FORMATION Well depth: 40.0 Hole depth: Not Reported Source of depth data: driller Project number: Not Reported Real time data flag: Not Reported Daily flow data begin date: Not Reported Daily flow data end date: Not Reported Daily flow data count: Not Reported Peak flow data begin date: Not Reported Peak flow data end date: Not Reported Peak flow data count: Not Reported Water quality data begin date: Not Reported Water quality data end date:Not Reported Water quality data count: Not Reported Ground water data begin date: Not Reported Ground water data end date: Not Reported Ground water data count: Not Reported

Ground-water levels, Number of Measurements: 0

B5 North PA WELLS PA1000000016644 1/8 - 1/4 Mile Lower WELLID: 395320076590501 LOCALWELLN: AD 234 COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 40 ELEVATION: 520 ELEVMETHOD: INTERPOLATED FROM TOPOGRAPHIC MAP ACCURACYOF: 10 HYDROLOGIC: 02050306

TC1540200.2s Page A-12 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: FIELD CHECKED BY REPORTING AGENCY (PaDAg pest. survey) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: ABBOTTSTOWN BORO LATITUDEDD: 39.88889 LONGITUDED: -76.98472 DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 2812

Agency Use Section: Agency Use of Site: OBSERVATION Agency Use Date: Not Reported

Construction Information: Construction Date: Not Reported Driller: 1 Source Cons Data: WELL OWNER Method Cons: CABLE TOOL Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: Not Reported Casing Diameter: 6 Casing: UNKNOWN

Hole Information: Top Of Hole: 0 Bottom Of Hole: 40 Hole Diameter: 6

Geohydrologic Information: A A P G: 231NOXF Lithology: UNKNOWN Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Production Information: Discharge Type: PUMPED Data Source: O Discharge Meas Method: Not Reported Discharge: 3 SWL: Not Reported W L Data Source: Not Reported W L Meas Method: Not Reported Prod W L: Not Reported Drawdown: Not Reported Spec Cap: Not Reported Test Length: Not Reported Site Status W L Meas: Not Reported Date Discharged: 01/01/1925 00:00:00

TC1540200.2s Page A-13 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Owner Information: Owner: ATLAND, C. R Date Ownership: 01/01/1925 00:00:00

Other ID Information: Other Identifier: W2 12 Other I D Assignor: U.S.G.S.

C6 WNW PA WELLS SPAW0000085 1/4 - 1/2 Mile Higher Well ID: 0280N Owner’s Name: C W TEST INC County ADAMS Latitude: 395320 Longitude: 765923 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 250 Finish: OPEN HOLE Casing 1: 42 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Not Reported Date Drilled: 11-82 Static Water Level: 40 Production WL: Not Reported Yield (gpm): 6 Yield Measurement Method: V Drawdown: Not Reported Test Time: Not Reported Bedrock: 32 Driller: 32 Water Bearing Zone 1: 90 Water Bearing Zone 2: 174 Water Bearing Zone 3: 214 Lithology: SHALE Municipality: BERWICK Remark: Not Reported Aquifer: METABASALT

C7 WNW PA WELLS PA1000000016643 1/4 - 1/2 Mile Higher WELLID: Not Reported LOCALWELLN: 0280N COUNTY: ADAMS AAPG: 000MBSL TOPOGRAPHY: HILLSIDE WELLDEPTH: 250 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA: DRILLER’S RECORD MUNICIPALITY: BERWICK TWP. LATITUDEDD: 39.88889 LONGITUDED: -76.98972

TC1540200.2s Page A-14 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

DEPTHTOBED: 32 DATEDRILLE: Not Reported PAGWIS ID: 44670

Construction Information: Construction Date: 11/01/1982 00:00:00 Driller: 32 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 42 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 000MBSL Lithology: SH Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: C W TEST INC Date Ownership: Not Reported

8 SSE PA WELLS PA1000000015737 1/4 - 1/2 Mile Lower WELLID: Not Reported LOCALWELLN: Not Reported COUNTY: ADAMS AAPG: 1 TOPOGRAPHY: Not Reported WELLDEPTH: 500 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: Not Reported LATLONGACCURACY: Not Reported QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: Not Reported SOURCE DEPTH DATA: Not Reported MUNICIPALITY: BERWICK TWP. LATITUDEDD: 39.8819 LONGITUDED: -76.9822

TC1540200.2s Page A-15 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 217485

Construction Information: Construction Date: Not Reported Driller: Not Reported Source Cons Data: WELL OWNER Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 84 Casing Diameter: 8 Casing: STEEL

Water Use Information: Site Use: WITHDRAWAL Water Use: PUBLIC SUPPLY

Owner Information: Owner: BEAVER CREEK MHP Date Ownership: Not Reported

Remarks Information: Remark: Population Served = 400 Remark Date: Not Reported

Other ID Information: Other Identifier: 7010043 Other I D Assignor: PA DEP PWSID

D9 ENE PA WELLS PA1000000016606 1/4 - 1/2 Mile Lower WELLID: Not Reported LOCALWELLN: 9710N COUNTY: YORK AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 250 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA: DRILLER’S RECORD MUNICIPALITY: PARADISE TWP. LATITUDEDD: 39.88861 LONGITUDED: -76.97861

TC1540200.2s Page A-16 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

DEPTHTOBED: 6 DATEDRILLE: Not Reported PAGWIS ID: 159668

Construction Information: Construction Date: 09/01/1987 00:00:00 Driller: 32 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 37 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SS Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: KROUT WADE Date Ownership: Not Reported

D10 ENE PA WELLS SPAW0115134 1/4 - 1/2 Mile Lower Well ID: 9710N Owner’s Name: KROUT WADE County YORK Latitude: 395319 Longitude: 765843 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 250 Finish: OPEN HOLE Casing 1: 37 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Yes Date Drilled: 9-87 Static Water Level: 15 Production WL: Not Reported Yield (gpm): 30 Yield Measurement Method: E Drawdown: Not Reported Test Time: Not Reported Bedrock: 6 Driller: 32 Water Bearing Zone 1: 45 Water Bearing Zone 2: 59 Water Bearing Zone 3: 219 Lithology: SANDSTONE Municipality: PARADISE Remark: Not Reported Aquifer: NEW OXFORD FORMATION

TC1540200.2s Page A-17 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Map ID Direction Distance Elevation Database EDR ID Number E11 East PA WELLS PA1000000016414 1/4 - 1/2 Mile Lower WELLID: 395313076584001 LOCALWELLN: YO 28 COUNTY: YORK AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 149 ELEVATION: 530 ELEVMETHOD: INTERPOLATED FROM TOPOGRAPHIC MAP ACCURACYOF: 10 HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 SECOND QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: FIELD CHECKED BY REPORTING AGENCY (PaDAg pest. survey) SOURCE DEPTH DATA:OTHER/UNKNOWN/UNSPECIFIED MUNICIPALITY: PARADISE TWP. LATITUDEDD: 39.88694 LONGITUDED: -76.97778 DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 34578

Agency Use Section: Agency Use of Site: OBSERVATION Agency Use Date: Not Reported

Construction Information: Construction Date: 01/01/1961 00:00:00 Driller: 0180 Source Cons Data: OTHER/UNKNOWN/UNSPECIFIED Method Cons: AIR ROTARY Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 20 Casing Diameter: 6 Casing: UNKNOWN

Geohydrologic Information: A A P G: 231NOXF Lithology: SANDSTONE AND SHALE Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

TC1540200.2s Page A-18 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Owner Information: Owner: HAAR, JOHN Date Ownership: 01/01/1961 00:00:00

E12 East FED USGS USGS2184453 1/4 - 1/2 Mile Lower Agency cd: USGS Site no: 395313076584001 Site name: YO 28 Latitude: 395313 Longitude: 0765840 Dec lat: 39.8870425 Dec lon: -76.97747877 Coor meth: M Coor accr: S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 42 State: 42 County: 133 Country: US Land net: Not Reported Location map: ABBOTTSTOWN Map scale: 24000 Altitude: 525.00 Altitude method: M Altitude accuracy: 10 Altitude datum: NGVD29 Hydrologic: Lower Susquehanna. Maryland, Pennsylvania. Area = 2440 sq.mi. Topographic: Hillside (slope) Site type: Ground-water other than Spring Date construction: 19610101 Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: Y Type of ground water site: Single well, other than collector or Ranney type Aquifer Type: Not Reported Aquifer: NEW OXFORD FORMATION Well depth: 149 Hole depth: Not Reported Source of depth data: Not Reported Project number: Not Reported Real time data flag: 0 Daily flow data begin date: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data count: 0 Peak flow data begin date: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data count: 0 Water quality data begin date: 0000-00-00 Water quality data end date:0000-00-00 Water quality data count: 0 Ground water data begin date: 1961-05-01 Ground water data end date: 1961-05-01 Ground water data count: 1

Ground-water levels, Number of Measurements: 1 Feet below Feet to Date Surface Sealevel ------1961-05-01 22.00

13 WSW PA WELLS PA1000000016000 1/4 - 1/2 Mile Higher WELLID: 395301076592801 LOCALWELLN: AD 716 COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: FLAT SURFACE WELLDEPTH: 505 ELEVATION: 570 ELEVMETHOD: Not Reported ACCURACYOF: 10 HYDROLOGIC: 02050306

TC1540200.2s Page A-19 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

LATLONGACCURACY: Not Reported QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: FIELD CHECKED BY REPORTING AGENCY (PaDAg pest. survey) SOURCE DEPTH DATA:INTERPRETED FROM LOGS MUNICIPALITY: ABBOTTSTOWN BORO LATITUDEDD: 39.88361 LONGITUDED: -76.99111 DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 42358

Agency Use Section: Agency Use of Site: OBSERVATION Agency Use Date: 09/11/1997 00:00:00

Construction Information: Construction Date: 10/08/1993 00:00:00 Driller: 0198 Source Cons Data: DRILLER’S RECORD Method Cons: AIR ROTARY Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 5 Casing Diameter: 12 Casing: STEEL

Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 66 Casing Diameter: 6 Casing: STEEL

Hole Information: Top Of Hole: 0 Bottom Of Hole: 370 Hole Diameter: 8

Top Of Hole: 370 Bottom Of Hole: 505 Hole Diameter: 6

Geohydrologic Information: A A P G: 231NOXF Lithology: SILTSTONE Contributing Unit: PRIMARY Top Of Interval: 3 Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: PUBLIC SUPPLY

Owner Information: Owner: ABOTTSTOWN BOROUGH Date Ownership: 10/08/1993 00:00:00

TC1540200.2s Page A-20 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Other ID Information: Other Identifier: SITE 5 Other I D Assignor: ABBOTTSTOWN

F14 ENE PA WELLS PA1000000016573 1/4 - 1/2 Mile Lower WELLID: Not Reported LOCALWELLN: 9714N COUNTY: YORK AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 300 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: PARADISE TWP. LATITUDEDD: 39.88833 LONGITUDED: -76.97694 DEPTHTOBED: 28 DATEDRILLE: Not Reported PAGWIS ID: 159672

Construction Information: Construction Date: 02/01/1990 00:00:00 Driller: 741 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 40 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SH Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: PUBLIC SUPPLY

Owner Information: Owner: C H R CORP Date Ownership: Not Reported

TC1540200.2s Page A-21 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Map ID Direction Distance Elevation Database EDR ID Number F15 ENE PA WELLS SPAW0115138 1/4 - 1/2 Mile Lower Well ID: 9714N Owner’s Name: C H R CORP County YORK Latitude: 395318 Longitude: 765837 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: PUBLIC SUPPLY Site Usage: WITHDRAWAL Well Depth: 300 Finish: OPEN HOLE Casing 1: 40 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Yes Date Drilled: 2-90 Static Water Level: Not Reported Production WL: Not Reported Yield (gpm): 3 Yield Measurement Method: E Drawdown: Not Reported Test Time: Not Reported Bedrock: 28 Driller: 741 Water Bearing Zone 1: 140 Water Bearing Zone 2: 220 Water Bearing Zone 3: Not Reported Lithology: SHALE Municipality: PARADISE Remark: Not Reported Aquifer: NEW OXFORD FORMATION

16 SSE PA WELLS PA1000000015561 1/4 - 1/2 Mile Lower WELLID: Not Reported LOCALWELLN: Not Reported COUNTY: ADAMS AAPG: 1 TOPOGRAPHY: Not Reported WELLDEPTH: 532 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: Not Reported LATLONGACCURACY: Not Reported QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: Not Reported SOURCE DEPTH DATA: Not Reported MUNICIPALITY: BERWICK TWP. LATITUDEDD: 39.8803 LONGITUDED: -76.9828 DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 217484

TC1540200.2s Page A-22 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Construction Information: Construction Date: Not Reported Driller: Not Reported Source Cons Data: WELL OWNER Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 112 Casing Diameter: 8 Casing: STEEL

Water Use Information: Site Use: WITHDRAWAL Water Use: PUBLIC SUPPLY

Owner Information: Owner: BEAVER CREEK MHP Date Ownership: Not Reported

Remarks Information: Remark: Population Served = 400 Remark Date: Not Reported

Other ID Information: Other Identifier: 7010043 Other I D Assignor: PA DEP PWSID

F17 ENE PA WELLS PA1000000016600 1/4 - 1/2 Mile Lower WELLID: Not Reported LOCALWELLN: Not Reported COUNTY: YORK AAPG: 1 TOPOGRAPHY: Not Reported WELLDEPTH: 0 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: Not Reported LATLONGACCURACY: Not Reported QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: Not Reported SOURCE DEPTH DATA: Not Reported MUNICIPALITY: PARADISE TWP. LATITUDEDD: 39.8886 LONGITUDED: -76.9767 DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 218424

TC1540200.2s Page A-23 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Construction Information: Construction Date: Not Reported Driller: Not Reported Source Cons Data: Not Reported Method Cons: Not Reported Finish: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: COMMERCIAL

Owner Information: Owner: RUTTERS 58 Date Ownership: Not Reported

Remarks Information: Remark: Population Served = 25 Remark Date: Not Reported

Other ID Information: Other Identifier: 7670995 Other I D Assignor: PA DEP PWSID

G18 North PA WELLS SPAW0000102 1/4 - 1/2 Mile Lower Well ID: 0297N Owner’s Name: HUFFMAN R County ADAMS Latitude: 395336 Longitude: 765911 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: FLAT SURFACE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 250 Finish: OPEN HOLE Casing 1: 20 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Not Reported Date Drilled: 7-78 Static Water Level: 85 Production WL: Not Reported Yield (gpm): 6 Yield Measurement Method: V Drawdown: Not Reported Test Time: Not Reported Bedrock: 14 Driller: 32 Water Bearing Zone 1: 88 Water Bearing Zone 2: 147 Water Bearing Zone 3: 187 Lithology: OTHER Municipality: BERWICK Remark: ROCK TYPE=RED ROCK Aquifer: NEW OXFORD FORMATION

G19 North PA WELLS PA1000000017187 1/4 - 1/2 Mile Lower WELLID: Not Reported LOCALWELLN: 0297N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: FLAT SURFACE WELLDEPTH: 250 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306

TC1540200.2s Page A-24 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: BERWICK TWP. LATITUDEDD: 39.89333 LONGITUDED: -76.98639 DEPTHTOBED: 14 DATEDRILLE: Not Reported PAGWIS ID: 44687

Construction Information: Construction Date: 07/01/1978 00:00:00 Driller: 32 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 20 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: O Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: HUFFMAN R Date Ownership: Not Reported

Remarks Information: Remark: ROCK TYPE=RED ROCK Remark Date: Not Reported

F20 East PA WELLS PA1000000016529 1/4 - 1/2 Mile Lower WELLID: Not Reported LOCALWELLN: Not Reported COUNTY: YORK AAPG: 1 TOPOGRAPHY: Not Reported WELLDEPTH: 160 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: Not Reported

TC1540200.2s Page A-25 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

LATLONGACCURACY: Not Reported QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: Not Reported SOURCE DEPTH DATA:Not Reported MUNICIPALITY: PARADISE TWP. LATITUDEDD: 39.8878 LONGITUDED: -76.9758 DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 218487

Construction Information: Construction Date: Not Reported Driller: Not Reported Source Cons Data: WELL OWNER Method Cons: Not Reported Finish: OPEN END

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: Not Reported Casing Diameter: 6 Casing: STEEL

Water Use Information: Site Use: WITHDRAWAL Water Use: COMMERCIAL

Owner Information: Owner: ABBOTTSTOWN DINER & DAIRY BAR Date Ownership: Not Reported

Remarks Information: Remark: Population Served = 25 Remark Date: Not Reported

Other ID Information: Other Identifier: 7671177 Other I D Assignor: PA DEP PWSID

G21 North PA WELLS PA1000000017245 1/4 - 1/2 Mile Lower WELLID: Not Reported LOCALWELLN: 1253N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 205 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306

TC1540200.2s Page A-26 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

LATLONGACCURACY: ACCURATE TO +10 SECONDS QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: BERWICK TWP. LATITUDEDD: 39.89389 LONGITUDED: -76.98611 DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 44716

Construction Information: Construction Date: 11/13/1985 00:00:00 Driller: 1381 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OTHER

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 40 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: O Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: SHERMAN B Date Ownership: Not Reported

Remarks Information: Remark: RT=REDROCK Remark Date: Not Reported

G22 North PA WELLS SPAW0000131 1/2 - 1 Mile Lower Well ID: 1253N Owner’s Name: SHERMAN B County ADAMS Latitude: 395338 Longitude: 765910 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +10 SECONDS Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 205 Finish: OTHER Casing 1: 40 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported

TC1540200.2s Page A-27 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Grouted: Not Reported Date Drilled: 11-13-85 Static Water Level: Not Reported Production WL: Not Reported Yield (gpm): 3 Yield Measurement Method: V Drawdown: Not Reported Test Time: Not Reported Bedrock: Not Reported Driller: 1381 Water Bearing Zone 1: 55 Water Bearing Zone 2: 100 Water Bearing Zone 3: Not Reported Lithology: OTHER Municipality: BERWICK Remark: RT=REDROCK Aquifer: NEW OXFORD FORMATION

F23 ENE PA WELLS PA1000000016574 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: 9647N COUNTY: YORK AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 340 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: PARADISE TWP. LATITUDEDD: 39.88833 LONGITUDED: -76.97583 DEPTHTOBED: 30 DATEDRILLE: Not Reported PAGWIS ID: 159607

Construction Information: Construction Date: 08/01/1991 00:00:00 Driller: 1832 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 40 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SH Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

TC1540200.2s Page A-28 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: JACOBS JOHN Date Ownership: Not Reported

F24 ENE PA WELLS SPAW0115073 1/2 - 1 Mile Lower Well ID: 9647N Owner’s Name: JACOBS JOHN County YORK Latitude: 395318 Longitude: 765833 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 340 Finish: OPEN HOLE Casing 1: 40 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: No Date Drilled: 8-91 Static Water Level: 50 Production WL: Not Reported Yield (gpm): 2 Yield Measurement Method: E Drawdown: Not Reported Test Time: Not Reported Bedrock: 30 Driller: 1832 Water Bearing Zone 1: 135 Water Bearing Zone 2: Not Reported Water Bearing Zone 3: Not Reported Lithology: SHALE Municipality: PARADISE Remark: Not Reported Aquifer: NEW OXFORD FORMATION

25 North PA WELLS PA1000000017274 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: Not Reported COUNTY: ADAMS AAPG: Not Reported TOPOGRAPHY: Not Reported WELLDEPTH: 200 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: Not Reported LATLONGACCURACY: Not Reported QUAD: 0 TYPEOFSITE: Not Reported DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: Not Reported SOURCE DEPTH DATA: Not Reported MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.89417 LONGITUDED: -76.98556

TC1540200.2s Page A-29 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

DEPTHTOBED: 19 DATEDRILLE: Not Reported PAGWIS ID: 0

Construction Information: Construction Date: 03/01/1989 00:00:00 Driller: 9994 Source Cons Data: Not Reported Method Cons: AIR ROTARY Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 63 Casing Diameter: 6 Casing: STEEL

Hole Information: Top Of Hole: 0 Bottom Of Hole: 200 Hole Diameter: 6

Driller Log Information: Top Of Interval: 0 Bottom Of Interval: 3 Description: ovb & red cl

Top Of Interval: 3 Bottom Of Interval: 5 Description: cl&grvl, red badly weathered ss

Top Of Interval: 5 Bottom Of Interval: 19 Description: sh

Top Of Interval: 19 Bottom Of Interval: 36 Description: red and green ss

Top Of Interval: 36 Bottom Of Interval: 44 Description: black sh

Top Of Interval: 44 Bottom Of Interval: 48 Description: black and green sh

Top Of Interval: 48 Bottom Of Interval: 52 Description: green sh

Top Of Interval: 52 Bottom Of Interval: 57 Description: black sh

Top Of Interval: 57 Bottom Of Interval: 77 Description: red sh

Top Of Interval: 77 Bottom Of Interval: 78 Description: grey siltstone

Top Of Interval: 78 Bottom Of Interval: 147 Description: red siltstone

TC1540200.2s Page A-30 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Top Of Interval: 147 Bottom Of Interval: 165 Description: grey siltstone

Top Of Interval: 165 Bottom Of Interval: 185 Description: red siltstone

Top Of Interval: 185 Bottom Of Interval: 193 Description: grey ss

Top Of Interval: 193 Bottom Of Interval: 200 Description: red ss

Water Use Information: Site Use: Not Reported Water Use: INDUSTRIAL

Owner Information: Owner: Abbottstown/Paradise Joint Sewer Auth Date Ownership: Not Reported

H26 ENE FED USGS USGS2184456 1/2 - 1 Mile Lower Agency cd: USGS Site no: 395319076582901 Site name: YO 841 Latitude: 395319 Longitude: 0765829 Dec lat: 39.88870916 Dec lon: -76.97442307 Coor meth: M Coor accr: F Latlong datum: NAD27 Dec latlong datum: NAD83 District: 42 State: 42 County: 133 Country: US Land net: Not Reported Location map: ABBOTTSTOWN Map scale: 24000 Altitude: 540.00 Altitude method: M Altitude accuracy: 10 Altitude datum: NGVD29 Hydrologic: Lower Susquehanna. Maryland, Pennsylvania. Area = 2440 sq.mi. Topographic: Hillside (slope) Site type: Ground-water other than Spring Date construction: 19570101 Date inventoried: Not Reported Mean greenwich time offset: EST Local standard time flag: Y Type of ground water site: Single well, other than collector or Ranney type Aquifer Type: Not Reported Aquifer: NEW OXFORD FORMATION Well depth: 186 Hole depth: Not Reported Source of depth data: Not Reported Project number: Not Reported Real time data flag: 0 Daily flow data begin date: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data count: 0 Peak flow data begin date: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data count: 0 Water quality data begin date: 0000-00-00 Water quality data end date:0000-00-00 Water quality data count: 0 Ground water data begin date: 1961-05-01 Ground water data end date: 1961-05-01 Ground water data count: 1

TC1540200.2s Page A-31 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Ground-water levels, Number of Measurements: 1 Feet below Feet to Date Surface Sealevel ------1961-05-01 30.00

H27 ENE PA WELLS PA1000000016607 1/2 - 1 Mile Lower WELLID: 395319076582901 LOCALWELLN: YO 841 COUNTY: YORK AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 186 ELEVATION: 540 ELEVMETHOD: INTERPOLATED FROM TOPOGRAPHIC MAP ACCURACYOF: 10 HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +5 SECONDS QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: FIELD CHECKED BY REPORTING AGENCY (PaDAg pest. survey) SOURCE DEPTH DATA:OTHER/UNKNOWN/UNSPECIFIED MUNICIPALITY: PARADISE TWP. LATITUDEDD: 39.88861 LONGITUDED: -76.97472 DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 34580

Agency Use Section: Agency Use of Site: OBSERVATION Agency Use Date: Not Reported

Construction Information: Construction Date: 01/01/1957 00:00:00 Driller: 1 Source Cons Data: OTHER/UNKNOWN/UNSPECIFIED Method Cons: OTHER/UNKNOWN Finish: UNKNOWN

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: Not Reported Casing Diameter: 6 Casing: UNKNOWN

Geohydrologic Information: A A P G: 231NOXF Lithology: SANDSTONE AND SHALE Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

TC1540200.2s Page A-32 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Water Use Information: Site Use: UNUSED Water Use: UNUSED

Owner Information: Owner: BUTLER, FRANK Date Ownership: 01/01/1957 00:00:00

I28 NW PA WELLS PA1000000017158 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: 1168N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 600 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.89306 LONGITUDED: -76.99167 DEPTHTOBED: 33 DATEDRILLE: Not Reported PAGWIS ID: 45463

Construction Information: Construction Date: 12/05/1985 00:00:00 Driller: 198 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 49 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: O Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

TC1540200.2s Page A-33 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Water Use Information: Site Use: WITHDRAWAL Water Use: STOCK

Owner Information: Owner: ROUND HILL FOODS Date Ownership: Not Reported

Remarks Information: Remark: RT=SH&SS Remark Date: Not Reported

I29 NW PA WELLS SPAW0000878 1/2 - 1 Mile Lower Well ID: 1168N Owner’s Name: ROUND HILL FOODS County ADAMS Latitude: 395335 Longitude: 765930 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: STOCK Site Usage: WITHDRAWAL Well Depth: 600 Finish: OPEN HOLE Casing 1: 49 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Not Reported Date Drilled: 12-5-85 Static Water Level: 143 Production WL: 590 Yield (gpm): 4 Yield Measurement Method: V Drawdown: 447 Test Time: 0.5 Bedrock: 33 Driller: 198 Water Bearing Zone 1: 320 Water Bearing Zone 2: 438 Water Bearing Zone 3: Not Reported Lithology: OTHER Municipality: HAMILTON Remark: RT=SH&SS Aquifer: NEW OXFORD FORMATION

I30 NW PA WELLS PA1000000017127 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: 1167N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 460 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA: DRILLER’S RECORD MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.89278 LONGITUDED: -76.9925

TC1540200.2s Page A-34 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

DEPTHTOBED: 21 DATEDRILLE: Not Reported PAGWIS ID: 45462

Construction Information: Construction Date: 11/26/1985 00:00:00 Driller: 198 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 42 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SH Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: STOCK

Owner Information: Owner: ROUND HILL FOODS Date Ownership: Not Reported

I31 NW PA WELLS SPAW0000877 1/2 - 1 Mile Lower Well ID: 1167N Owner’s Name: ROUND HILL FOODS County ADAMS Latitude: 395334 Longitude: 765933 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: STOCK Site Usage: WITHDRAWAL Well Depth: 460 Finish: OPEN HOLE Casing 1: 42 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Not Reported Date Drilled: 11-26-85 Static Water Level: 73 Production WL: 450 Yield (gpm): 25 Yield Measurement Method: E Drawdown: 377 Test Time: 0.5 Bedrock: 21 Driller: 198 Water Bearing Zone 1: 300 Water Bearing Zone 2: 440 Water Bearing Zone 3: 450 Lithology: SHALE Municipality: HAMILTON Remark: Not Reported Aquifer: NEW OXFORD FORMATION

TC1540200.2s Page A-35 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Map ID Direction Distance Elevation Database EDR ID Number H32 East PA WELLS SPAW0115133 1/2 - 1 Mile Higher Well ID: 9708N Owner’s Name: DEGROAT FLOYD/PAT County YORK Latitude: 395318 Longitude: 765827 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 250 Finish: OPEN HOLE Casing 1: 21 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Yes Date Drilled: 9-89 Static Water Level: 35 Production WL: Not Reported Yield (gpm): 60 Yield Measurement Method: E Drawdown: Not Reported Test Time: Not Reported Bedrock: 3 Driller: 32 Water Bearing Zone 1: 171 Water Bearing Zone 2: 223 Water Bearing Zone 3: Not Reported Lithology: SANDSTONE Municipality: PARADISE Remark: Not Reported Aquifer: NEW OXFORD FORMATION

H33 East PA WELLS PA1000000016575 1/2 - 1 Mile Higher WELLID: Not Reported LOCALWELLN: 9708N COUNTY: YORK AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 250 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA: DRILLER’S RECORD MUNICIPALITY: PARADISE TWP. LATITUDEDD: 39.88833 LONGITUDED: -76.97417 DEPTHTOBED: 3 DATEDRILLE: Not Reported PAGWIS ID: 159667

TC1540200.2s Page A-36 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Construction Information: Construction Date: 09/01/1989 00:00:00 Driller: 32 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 21 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SS Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: DEGROAT FLOYD/PAT Date Ownership: Not Reported

J34 NNW PA WELLS PA1000000017409 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: 1186N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 300 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA: DRILLER’S RECORD MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.89528 LONGITUDED: -76.98806 DEPTHTOBED: 8 DATEDRILLE: Not Reported PAGWIS ID: 45479

TC1540200.2s Page A-37 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Construction Information: Construction Date: 09/01/1983 00:00:00 Driller: 32 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 21 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SH Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: S&A BLDRS Date Ownership: Not Reported

J35 NNW PA WELLS SPAW0000894 1/2 - 1 Mile Lower Well ID: 1186N Owner’s Name: S&A BLDRS County ADAMS Latitude: 395343 Longitude: 765917 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 300 Finish: OPEN HOLE Casing 1: 21 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Not Reported Date Drilled: 9-83 Static Water Level: 20 Production WL: Not Reported Yield (gpm): 2 Yield Measurement Method: V Drawdown: Not Reported Test Time: Not Reported Bedrock: 8 Driller: 32 Water Bearing Zone 1: 82 Water Bearing Zone 2: 248 Water Bearing Zone 3: Not Reported Lithology: SHALE Municipality: HAMILTON Remark: Not Reported Aquifer: NEW OXFORD FORMATION

K36 NNW PA WELLS SPAW0000852 1/2 - 1 Mile Lower

TC1540200.2s Page A-38 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Well ID: 0571N Owner’s Name: SMITH J County ADAMS Latitude: 395340 Longitude: 765929 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: FLAT SURFACE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 145 Finish: OPEN HOLE Casing 1: 21 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Not Reported Date Drilled: 6-28-78 Static Water Level: Not Reported Production WL: Not Reported Yield (gpm): 18 Yield Measurement Method: V Drawdown: Not Reported Test Time: Not Reported Bedrock: Not Reported Driller: 1381 Water Bearing Zone 1: 79 Water Bearing Zone 2: 120 Water Bearing Zone 3: Not Reported Lithology: Not Reported Municipality: HAMILTON Remark: Not Reported Aquifer: NEW OXFORD FORMATION

K37 NNW PA WELLS PA1000000017313 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: 0571N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: FLAT SURFACE WELLDEPTH: 145 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.89444 LONGITUDED: -76.99139 DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 45437

Construction Information: Construction Date: 06/28/1978 00:00:00 Driller: 1381 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

TC1540200.2s Page A-39 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 21 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: Not Reported Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: SMITH J Date Ownership: Not Reported

L38 NNW PA WELLS PA1000000017408 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: 1185N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 250 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.89528 LONGITUDED: -76.98944 DEPTHTOBED: 8 DATEDRILLE: Not Reported PAGWIS ID: 45478

Construction Information: Construction Date: 09/01/1983 00:00:00 Driller: 32 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

TC1540200.2s Page A-40 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 21 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SH Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: S&A BLDRS Date Ownership: Not Reported

K39 NNW PA WELLS PA1000000017385 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: 1170N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 150 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +10 SECONDS QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.895 LONGITUDED: -76.99028 DEPTHTOBED: 4 DATEDRILLE: Not Reported PAGWIS ID: 45465

Construction Information: Construction Date: 05/01/1986 00:00:00 Driller: 32 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

TC1540200.2s Page A-41 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 20.5 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SH Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: S&A BLDRS Date Ownership: Not Reported

J40 NNW PA WELLS SPAW0000893 1/2 - 1 Mile Lower Well ID: 1185N Owner’s Name: S&A BLDRS County ADAMS Latitude: 395343 Longitude: 765922 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 250 Finish: OPEN HOLE Casing 1: 21 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Not Reported Date Drilled: 9-83 Static Water Level: 20 Production WL: Not Reported Yield (gpm): 12 Yield Measurement Method: V Drawdown: Not Reported Test Time: Not Reported Bedrock: 8 Driller: 32 Water Bearing Zone 1: 86 Water Bearing Zone 2: 107 Water Bearing Zone 3: 215 Lithology: SHALE Municipality: HAMILTON Remark: Not Reported Aquifer: NEW OXFORD FORMATION

K41 NNW PA WELLS SPAW0000880 1/2 - 1 Mile Lower Well ID: 1170N Owner’s Name: S&A BLDRS County ADAMS Latitude: 395342 Longitude: 765925 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +10 SECONDS Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 150 Finish: OPEN HOLE Casing 1: 20.5 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported

TC1540200.2s Page A-42 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Grouted: Yes Date Drilled: 5-86 Static Water Level: Not Reported Production WL: Not Reported Yield (gpm): 12 Yield Measurement Method: E Drawdown: Not Reported Test Time: Not Reported Bedrock: 4 Driller: 32 Water Bearing Zone 1: 48 Water Bearing Zone 2: 84 Water Bearing Zone 3: 105 Lithology: SHALE Municipality: HAMILTON Remark: Not Reported Aquifer: NEW OXFORD FORMATION

J42 North PA WELLS SPAW0117920 1/2 - 1 Mile Lower Well ID: X 1110 Owner’s Name: MARTZ EDGAR County YORK Latitude: 395345 Longitude: 765914 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: Not Reported Topographic Setting: Not Reported Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 187 Finish: OPEN HOLE Casing 1: 20 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Not Reported Date Drilled: 00-00-72 Static Water Level: Not Reported Production WL: Not Reported Yield (gpm): 10 Yield Measurement Method: Not Reported Drawdown: Not Reported Test Time: Not Reported Bedrock: 13 Driller: 0383 Water Bearing Zone 1: 171 Water Bearing Zone 2: 182 Water Bearing Zone 3: Not Reported Lithology: SHALE Municipality: WASHINGTON Remark: 1930 Aquifer: STOCKTON FORMATION

J43 North PA WELLS PA1000000017492 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: X 1110 COUNTY: YORK AAPG: 231SCKN TOPOGRAPHY: Not Reported WELLDEPTH: 187 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: Not Reported LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA: DRILLER’S RECORD MUNICIPALITY: WASHINGTON TWP. LATITUDEDD: 39.89583 LONGITUDED: -76.98722

TC1540200.2s Page A-43 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

DEPTHTOBED: 13 DATEDRILLE: Not Reported PAGWIS ID: 162452

Construction Information: Construction Date: 01/01/1972 00:00:00 Driller: 0383 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 20 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231SCKN Lithology: SH Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: MARTZ EDGAR Date Ownership: Not Reported

K44 NNW PA WELLS SPAW0000879 1/2 - 1 Mile Lower Well ID: 1169N Owner’s Name: DAVIS J County ADAMS Latitude: 395342 Longitude: 765928 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +10 SECONDS Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 200 Finish: OPEN HOLE Casing 1: 21 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Yes Date Drilled: 5-86 Static Water Level: Not Reported Production WL: Not Reported Yield (gpm): 12 Yield Measurement Method: E Drawdown: Not Reported Test Time: Not Reported Bedrock: 6 Driller: 32 Water Bearing Zone 1: 47 Water Bearing Zone 2: 91 Water Bearing Zone 3: 160 Lithology: SHALE Municipality: HAMILTON Remark: Not Reported Aquifer: NEW OXFORD FORMATION

TC1540200.2s Page A-44 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Map ID Direction Distance Elevation Database EDR ID Number K45 NNW PA WELLS PA1000000017384 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: 1169N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 200 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +10 SECONDS QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.895 LONGITUDED: -76.99111 DEPTHTOBED: 6 DATEDRILLE: Not Reported PAGWIS ID: 45464

Construction Information: Construction Date: 05/01/1986 00:00:00 Driller: 32 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 21 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SH Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: DAVIS J Date Ownership: Not Reported

TC1540200.2s Page A-45 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Map ID Direction Distance Elevation Database EDR ID Number L46 NNW PA WELLS SPAW0000895 1/2 - 1 Mile Lower Well ID: 1187N Owner’s Name: S&A BLDRS County ADAMS Latitude: 395345 Longitude: 765923 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 250 Finish: OPEN HOLE Casing 1: 21 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Not Reported Date Drilled: 9-83 Static Water Level: 4 Production WL: Not Reported Yield (gpm): 12 Yield Measurement Method: V Drawdown: Not Reported Test Time: Not Reported Bedrock: 8 Driller: 32 Water Bearing Zone 1: 61 Water Bearing Zone 2: 97 Water Bearing Zone 3: 217 Lithology: SHALE Municipality: HAMILTON Remark: Not Reported Aquifer: NEW OXFORD FORMATION

L47 NNW PA WELLS PA1000000017491 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: 1187N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 250 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA: DRILLER’S RECORD MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.89583 LONGITUDED: -76.98972 DEPTHTOBED: 8 DATEDRILLE: Not Reported PAGWIS ID: 45480

TC1540200.2s Page A-46 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Construction Information: Construction Date: 09/01/1983 00:00:00 Driller: 32 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 21 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SH Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: S&A BLDRS Date Ownership: Not Reported

J48 NNW PA WELLS SPAW0000896 1/2 - 1 Mile Lower Well ID: 1188N Owner’s Name: WALLEN T County ADAMS Latitude: 395346 Longitude: 765920 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 100 Finish: OPEN HOLE Casing 1: 20 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Not Reported Date Drilled: 8-83 Static Water Level: 23 Production WL: 92 Yield (gpm): 7 Yield Measurement Method: B Drawdown: 69 Test Time: 1 Bedrock: 15 Driller: 211 Water Bearing Zone 1: 78 Water Bearing Zone 2: Not Reported Water Bearing Zone 3: Not Reported Lithology: SHALE Municipality: HAMILTON Remark: Not Reported Aquifer: NEW OXFORD FORMATION

J49 NNW PA WELLS PA1000000017541 1/2 - 1 Mile Lower

TC1540200.2s Page A-47 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

WELLID: Not Reported LOCALWELLN: 1188N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 100 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.89611 LONGITUDED: -76.98889 DEPTHTOBED: 15 DATEDRILLE: Not Reported PAGWIS ID: 45481

Construction Information: Construction Date: 08/01/1983 00:00:00 Driller: 211 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 20 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SH Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: WALLEN T Date Ownership: Not Reported

50 ENE PA WELLS PA1000000016842 1/2 - 1 Mile Higher

TC1540200.2s Page A-48 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

WELLID: Not Reported LOCALWELLN: Not Reported COUNTY: YORK AAPG: 1 TOPOGRAPHY: Not Reported WELLDEPTH: 0 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: Not Reported LATLONGACCURACY: Not Reported QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: Not Reported SOURCE DEPTH DATA:Not Reported MUNICIPALITY: PARADISE TWP. LATITUDEDD: 39.89055 LONGITUDED: -76.9725 DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 219896

Construction Information: Construction Date: Not Reported Driller: Not Reported Source Cons Data: Not Reported Method Cons: Not Reported Finish: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: COMMERCIAL

Owner Information: Owner: ALTLANDS RANCH Date Ownership: Not Reported

Remarks Information: Remark: Population Served = 75 Remark Date: Not Reported

Other ID Information: Other Identifier: 7671101 Other I D Assignor: PA DEP PWSID

M51 NNW PA WELLS SPAW0000834 1/2 - 1 Mile Lower Well ID: 0537N Owner’s Name: POHLMAN N County ADAMS Latitude: 395346 Longitude: 765934 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 125 Finish: OPEN HOLE Casing 1: 79 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported

TC1540200.2s Page A-49 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Grouted: Not Reported Date Drilled: 7-82 Static Water Level: 14 Production WL: 115 Yield (gpm): 50 Yield Measurement Method: V Drawdown: 101 Test Time: 0.5 Bedrock: 63 Driller: 198 Water Bearing Zone 1: 96 Water Bearing Zone 2: 123 Water Bearing Zone 3: Not Reported Lithology: SANDSTONE Municipality: HAMILTON Remark: Not Reported Aquifer: NEW OXFORD FORMATION

M52 NNW PA WELLS PA1000000017540 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: 0537N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 125 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.89611 LONGITUDED: -76.99278 DEPTHTOBED: 63 DATEDRILLE: Not Reported PAGWIS ID: 45419

Construction Information: Construction Date: 07/01/1982 00:00:00 Driller: 198 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 79 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SS Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

TC1540200.2s Page A-50 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: POHLMAN N Date Ownership: Not Reported

N53 NW PA WELLS PA1000000017244 1/2 - 1 Mile Lower WELLID: 395338076594901 LOCALWELLN: AD 730 COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 0 ELEVATION: 515 ELEVMETHOD: Not Reported ACCURACYOF: 10 HYDROLOGIC: 02050306 LATLONGACCURACY: Not Reported QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: FIELD CHECKED BY REPORTING AGENCY (PaDAg pest. survey) SOURCE DEPTH DATA:Not Reported MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.89389 LONGITUDED: -76.99694 DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 42362

Agency Use Section: Agency Use of Site: OBSERVATION Agency Use Date: 01/01/1997 00:00:00

Construction Information: Construction Date: 01/01/1997 00:00:00 Driller: 1 Source Cons Data: WELL OWNER Method Cons: AIR ROTARY Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: Not Reported Casing Diameter: 8 Casing: PVC OR OTHER PLASTIC

Geohydrologic Information: A A P G: 231NOXF Lithology: Not Reported Contributing Unit: PRIMARY Top Of Interval: 0 Bottom Of Interval: Not Reported

TC1540200.2s Page A-51 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Water Use Information: Site Use: WITHDRAWAL Water Use: DEWATER

Owner Information: Owner: KELLY VADEN Date Ownership: 01/01/1997 00:00:00

N54 NW FED USGS USGS2184477 1/2 - 1 Mile Lower Agency cd: USGS Site no: 395338076594901 Site name: AD 730 Latitude: 395338 Longitude: 0765949 Dec lat: 39.89398664 Dec lon: -76.99664611 Coor meth: M Coor accr: S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 42 State: 42 County: 001 Country: US Land net: Not Reported Location map: ABOTTSTOWN Map scale: 24000 Altitude: 515 Altitude method: M Altitude accuracy: 10 Altitude datum: NGVD29 Hydrologic: Lower Susquehanna. Maryland, Pennsylvania. Area = 2440 sq.mi. Topographic: Hillside (slope) Site type: Ground-water other than Spring Date construction: 1997 Date inventoried: 1997 Mean greenwich time offset: EST Local standard time flag: Y Type of ground water site: Single well, other than collector or Ranney type Aquifer Type: Not Reported Aquifer: NEW OXFORD FORMATION Well depth: Not Reported Hole depth: Not Reported Source of depth data: Not Reported Project number: 444225600 Real time data flag: 0 Daily flow data begin date: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data count: 0 Peak flow data begin date: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data count: 0 Water quality data begin date: 0000-00-00 Water quality data end date:0000-00-00 Water quality data count: 0 Ground water data begin date: 1997-09-18 Ground water data end date: 1997-09-18 Ground water data count: 1

Ground-water levels, Number of Measurements: 2 Feet below Feet to Feet below Feet to Date Surface Sealevel Date Surface Sealevel ------1997-09-18 17.81 1997-09-18 17.81

O55 WSW PA WELLS SPAW0000859 1/2 - 1 Mile Higher

TC1540200.2s Page A-52 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Well ID: 0578N Owner’s Name: BARTRAM B County ADAMS Latitude: 395300 Longitude: 765959 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: FLAT SURFACE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 185 Finish: OPEN HOLE Casing 1: 21 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Not Reported Date Drilled: 6-29-78 Static Water Level: Not Reported Production WL: Not Reported Yield (gpm): 6 Yield Measurement Method: V Drawdown: Not Reported Test Time: Not Reported Bedrock: Not Reported Driller: 1381 Water Bearing Zone 1: 69 Water Bearing Zone 2: 167 Water Bearing Zone 3: Not Reported Lithology: Not Reported Municipality: HAMILTON Remark: Not Reported Aquifer: NEW OXFORD FORMATION

O56 WSW PA WELLS PA1000000015968 1/2 - 1 Mile Higher WELLID: Not Reported LOCALWELLN: 0578N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: FLAT SURFACE WELLDEPTH: 185 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.88333 LONGITUDED: -76.99972 DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 45444

Construction Information: Construction Date: 06/29/1978 00:00:00 Driller: 1381 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

TC1540200.2s Page A-53 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 21 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: Not Reported Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: BARTRAM B Date Ownership: Not Reported

P57 NW PA WELLS PA1000000017584 1/2 - 1 Mile Lower WELLID: 395347076594101 LOCALWELLN: AD 729 COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 200 ELEVATION: 510 ELEVMETHOD: Not Reported ACCURACYOF: 10 HYDROLOGIC: 02050306 LATLONGACCURACY: Not Reported QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: FIELD CHECKED BY REPORTING AGENCY (PaDAg pest. survey) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.89639 LONGITUDED: -76.99472 DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 42363

Agency Use Section: Agency Use of Site: OBSERVATION Agency Use Date: 01/01/1996 00:00:00

Construction Information: Construction Date: 01/01/1996 00:00:00 Driller: -000 Source Cons Data: DRILLER’S RECORD Method Cons: AIR ROTARY Finish: OPEN HOLE

TC1540200.2s Page A-54 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 40 Casing Diameter: 6 Casing: STEEL

Geohydrologic Information: A A P G: 231NOXF Lithology: Not Reported Contributing Unit: PRIMARY Top Of Interval: 0 Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DEWATER

Owner Information: Owner: BON TON BUILDERS Date Ownership: 01/01/1996 00:00:00

Remarks Information: Remark: GWSI originally listed the driller as ROYER Remark Date: 12/07/1998 00:00:00

P58 NW FED USGS USGS2184491 1/2 - 1 Mile Lower Agency cd: USGS Site no: 395347076594101 Site name: AD 729 Latitude: 395347 Longitude: 0765941 Dec lat: 39.89648661 Dec lon: -76.99442376 Coor meth: M Coor accr: S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 42 State: 42 County: 001 Country: US Land net: Not Reported Location map: ABOTTSTOWN Map scale: 24000 Altitude: 510 Altitude method: M Altitude accuracy: 10 Altitude datum: NGVD29 Hydrologic: Lower Susquehanna. Maryland, Pennsylvania. Area = 2440 sq.mi. Topographic: Hillside (slope) Site type: Ground-water other than Spring Date construction: 1996 Date inventoried: 1996 Mean greenwich time offset: EST Local standard time flag: Y Type of ground water site: Single well, other than collector or Ranney type Aquifer Type: Not Reported Aquifer: NEW OXFORD FORMATION Well depth: 200 Hole depth: Not Reported Source of depth data: driller Project number: 444225600 Real time data flag: 0 Daily flow data begin date: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data count: 0 Peak flow data begin date: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data count: 0 Water quality data begin date: 0000-00-00 Water quality data end date:0000-00-00 Water quality data count: 0 Ground water data begin date: 1997-09-18 Ground water data end date: 1997-09-18 Ground water data count: 1

TC1540200.2s Page A-55 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Ground-water levels, Number of Measurements: 1 Feet below Feet to Date Surface Sealevel ------1997-09-18 26.80

Q59 SE PA WELLS PA1000000015228 1/2 - 1 Mile Higher WELLID: Not Reported LOCALWELLN: 0307N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: FLAT SURFACE WELLDEPTH: 150 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: BERWICK TWP. LATITUDEDD: 39.87722 LONGITUDED: -76.97472 DEPTHTOBED: 26 DATEDRILLE: Not Reported PAGWIS ID: 44697

Construction Information: Construction Date: 07/01/1980 00:00:00 Driller: 32 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 29.5 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SH Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

TC1540200.2s Page A-56 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Owner Information: Owner: APPLER D Date Ownership: Not Reported

Q60 SE PA WELLS SPAW0000112 1/2 - 1 Mile Higher Well ID: 0307N Owner’s Name: APPLER D County ADAMS Latitude: 395238 Longitude: 765829 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: FLAT SURFACE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 150 Finish: OPEN HOLE Casing 1: 29.5 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Not Reported Date Drilled: 7-80 Static Water Level: 35 Production WL: Not Reported Yield (gpm): 6.5 Yield Measurement Method: V Drawdown: Not Reported Test Time: Not Reported Bedrock: 26 Driller: 32 Water Bearing Zone 1: 82 Water Bearing Zone 2: 130 Water Bearing Zone 3: Not Reported Lithology: SHALE Municipality: BERWICK Remark: Not Reported Aquifer: NEW OXFORD FORMATION

R61 West PA WELLS PA1000000016642 1/2 - 1 Mile Lower WELLID: 395320077000301 LOCALWELLN: AD 731 COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 24 ELEVATION: 520 ELEVMETHOD: Not Reported ACCURACYOF: 10 HYDROLOGIC: 02050306 LATLONGACCURACY: Not Reported QUAD: HAMPTON TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: FIELD CHECKED BY REPORTING AGENCY (PaDAg pest. survey) SOURCE DEPTH DATA: USGS OR PAGS MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.88889 LONGITUDED: -77.00083 DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 42360

TC1540200.2s Page A-57 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Agency Use Section: Agency Use of Site: OBSERVATION Agency Use Date: 01/01/1900 00:00:00

Construction Information: Construction Date: 01/01/1900 00:00:00 Driller: 1 Source Cons Data: WELL OWNER Method Cons: DUG Finish: SCREEN

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 24 Casing Diameter: 8 Casing: STEEL

Hole Information: Top Of Hole: 0 Bottom Of Hole: 24 Hole Diameter: 8

Geohydrologic Information: A A P G: 231NOXF Lithology: Not Reported Contributing Unit: PRIMARY Top Of Interval: 0 Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DEWATER

Owner Information: Owner: JOHN L. SCHLALINE Date Ownership: 01/01/1930 00:00:00

R62 West FED USGS USGS2184460 1/2 - 1 Mile Lower Agency cd: USGS Site no: 395320077000301 Site name: AD 731 Latitude: 395320 Longitude: 0770003 Dec lat: 39.88898671 Dec lon: -77.00053521 Coor meth: M Coor accr: S Latlong datum: NAD27 Dec latlong datum: NAD83 District: 42 State: 42 County: 001 Country: US Land net: Not Reported Location map: HAMPTON Map scale: 24000 Altitude: 520 Altitude method: M Altitude accuracy: 10 Altitude datum: NGVD29 Hydrologic: Lower Susquehanna. Maryland, Pennsylvania. Area = 2440 sq.mi. Topographic: Hillside (slope) Site type: Ground-water other than Spring Date construction: 1900 Date inventoried: 1900 Mean greenwich time offset: EST Local standard time flag: Y Type of ground water site: Single well, other than collector or Ranney type Aquifer Type: Not Reported Aquifer: NEW OXFORD FORMATION Well depth: 24 Hole depth: Not Reported Source of depth data: reporting agency (generally USGS)Project number: 444225600 Real time data flag: 0 Daily flow data begin date: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data count: 0 Peak flow data begin date: 0000-00-00 Peak flow data end date: 0000-00-00 TC1540200.2s Page A-58 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Peak flow data count: 0 Water quality data begin date: 0000-00-00 Water quality data end date:0000-00-00 Water quality data count: 0 Ground water data begin date: 1997-09-18 Ground water data end date: 1997-09-18 Ground water data count: 1

Ground-water levels, Number of Measurements: 2 Feet below Feet to Feet below Feet to Date Surface Sealevel Date Surface Sealevel ------1997-09-18 10.70 1997-09-18 10.70

63 South PA WELLS PA1000000014980 1/2 - 1 Mile Higher WELLID: Not Reported LOCALWELLN: Not Reported COUNTY: ADAMS AAPG: Not Reported TOPOGRAPHY: Not Reported WELLDEPTH: 100 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: Not Reported LATLONGACCURACY: Not Reported QUAD: HANOVER TYPEOFSITE: Not Reported DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: Not Reported SOURCE DEPTH DATA:Not Reported MUNICIPALITY: BERWICK TWP. LATITUDEDD: 39.87444 LONGITUDED: -76.98194 DEPTHTOBED: 33 DATEDRILLE: Not Reported PAGWIS ID: 0

Construction Information: Construction Date: 11/01/1991 00:00:00 Driller: 9996 Source Cons Data: Not Reported Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 63 Casing Diameter: 6 Casing: STEEL

Hole Information: Top Of Hole: 0 Bottom Of Hole: 100 Hole Diameter: 6

TC1540200.2s Page A-59 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Driller Log Information: Top Of Interval: 0 Bottom Of Interval: 33 Description: Overburden

Top Of Interval: 33 Bottom Of Interval: 57 Description: Pink Sandstone

Top Of Interval: 57 Bottom Of Interval: 72 Description: Red Shale

Top Of Interval: 72 Bottom Of Interval: 81 Description: Gray Shale

Top Of Interval: 81 Bottom Of Interval: 100 Description: Red Shale

Water Use Information: Site Use: Not Reported Water Use: DOMESTIC

Owner Information: Owner: Flickinger Date Ownership: Not Reported

S64 East PA WELLS PA1000000016365 1/2 - 1 Mile Higher WELLID: Not Reported LOCALWELLN: 9691N COUNTY: YORK AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 150 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: PARADISE TWP. LATITUDEDD: 39.88667 LONGITUDED: -76.96861 DEPTHTOBED: 1 DATEDRILLE: Not Reported PAGWIS ID: 159650

Construction Information: Construction Date: 11/01/1985 00:00:00 Driller: 32 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

TC1540200.2s Page A-60 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 21 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SH Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: SMITH T Date Ownership: Not Reported

S65 East PA WELLS SPAW0115116 1/2 - 1 Mile Higher Well ID: 9691N Owner’s Name: SMITH T County YORK Latitude: 395312 Longitude: 765807 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 150 Finish: OPEN HOLE Casing 1: 21 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Yes Date Drilled: 11-85 Static Water Level: 22 Production WL: Not Reported Yield (gpm): 10 Yield Measurement Method: E Drawdown: Not Reported Test Time: Not Reported Bedrock: 1 Driller: 32 Water Bearing Zone 1: 48 Water Bearing Zone 2: 97 Water Bearing Zone 3: 122 Lithology: SHALE Municipality: PARADISE Remark: Not Reported Aquifer: NEW OXFORD FORMATION

P66 NW PA WELLS SPAW0000872 1/2 - 1 Mile Lower Well ID: 1162N Owner’s Name: JONES W County ADAMS Latitude: 395347 Longitude: 765945 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 260 Finish: OPEN HOLE Casing 1: 40 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported

TC1540200.2s Page A-61 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Grouted: No Date Drilled: 11-86 Static Water Level: Not Reported Production WL: Not Reported Yield (gpm): 8 Yield Measurement Method: E Drawdown: Not Reported Test Time: Not Reported Bedrock: 28 Driller: 741 Water Bearing Zone 1: 85 Water Bearing Zone 2: 135 Water Bearing Zone 3: 242 Lithology: Not Reported Municipality: HAMILTON Remark: Not Reported Aquifer: NEW OXFORD FORMATION

P67 NW PA WELLS PA1000000017583 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: 1162N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 260 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.89639 LONGITUDED: -76.99583 DEPTHTOBED: 28 DATEDRILLE: Not Reported PAGWIS ID: 45457

Construction Information: Construction Date: 11/01/1986 00:00:00 Driller: 741 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 40 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: Not Reported Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

TC1540200.2s Page A-62 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: JONES W Date Ownership: Not Reported

P68 NW PA WELLS PA1000000017699 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: 0539N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 300 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.89722 LONGITUDED: -76.99444 DEPTHTOBED: 68 DATEDRILLE: Not Reported PAGWIS ID: 45421

Construction Information: Construction Date: 03/03/1983 00:00:00 Driller: 1283 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 80 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SS Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

TC1540200.2s Page A-63 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: WEIBLEY D Date Ownership: Not Reported

P69 NW PA WELLS SPAW0000836 1/2 - 1 Mile Lower Well ID: 0539N Owner’s Name: WEIBLEY D County ADAMS Latitude: 395350 Longitude: 765940 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 300 Finish: OPEN HOLE Casing 1: 80 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Not Reported Date Drilled: 3-3-83 Static Water Level: 35 Production WL: Not Reported Yield (gpm): 20 Yield Measurement Method: V Drawdown: Not Reported Test Time: 0.25 Bedrock: 68 Driller: 1283 Water Bearing Zone 1: 240 Water Bearing Zone 2: 280 Water Bearing Zone 3: Not Reported Lithology: SANDSTONE Municipality: HAMILTON Remark: Not Reported Aquifer: NEW OXFORD FORMATION

70 SW PA WELLS PA1000000015384 1/2 - 1 Mile Higher WELLID: 395243076595501 LOCALWELLN: AD 95 COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 200 ELEVATION: 560 ELEVMETHOD: INTERPOLATED FROM TOPOGRAPHIC MAP ACCURACYOF: 10 HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +10 SECONDS QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: FIELD CHECKED BY REPORTING AGENCY (PaDAg pest. survey) SOURCE DEPTH DATA: DRILLER’S RECORD MUNICIPALITY: BERWICK TWP. LATITUDEDD: 39.87861 LONGITUDED: -76.99861

TC1540200.2s Page A-64 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 2800

Agency Use Section: Agency Use of Site: OBSERVATION Agency Use Date: Not Reported

Construction Information: Construction Date: 01/01/1957 00:00:00 Driller: 0180 Source Cons Data: DRILLER’S RECORD Method Cons: CABLE TOOL Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 31 Casing Diameter: 6 Casing: UNKNOWN

Hole Information: Top Of Hole: 0 Bottom Of Hole: 200 Hole Diameter: 6

Geohydrologic Information: A A P G: 231NOXF Lithology: SHALE Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: PUBLIC SUPPLY

Production Information: Discharge Type: PUMPED Data Source: D Discharge Meas Method:Not Reported Discharge: 27 SWL: Not Reported W L Data Source: D W L Meas Method: Not Reported Prod W L: Not Reported Drawdown: 170 Spec Cap: .159999996423721 Test Length: 24 Site Status W L Meas: Not Reported Date Discharged: 04/11/1961 00:00:00

Owner Information: Owner: ABBOTTSTN. WATER CO. Date Ownership: 04/11/1961 00:00:00

Other ID Information: Other Identifier: WELL 4 Other I D Assignor: OWNER PA

T71 South PA WELLS PA1000000014873 1/2 - 1 Mile Higher

TC1540200.2s Page A-65 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

WELLID: Not Reported LOCALWELLN: 0288N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: FLAT SURFACE WELLDEPTH: 125 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: HANOVER TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: BERWICK TWP. LATITUDEDD: 39.87333 LONGITUDED: -76.98472 DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 44678

Construction Information: Construction Date: 07/27/1979 00:00:00 Driller: 1381 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OTHER

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 40 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: Not Reported Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: GEBHART F Date Ownership: Not Reported

T72 South PA WELLS SPAW0000093 1/2 - 1 Mile Higher

TC1540200.2s Page A-66 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Well ID: 0288N Owner’s Name: GEBHART F County ADAMS Latitude: 395224 Longitude: 765905 Quadrangle: HANOVER Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: FLAT SURFACE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 125 Finish: OTHER Casing 1: 40 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Not Reported Date Drilled: 7-27-79 Static Water Level: Not Reported Production WL: Not Reported Yield (gpm): 20 Yield Measurement Method: Not Reported Drawdown: Not Reported Test Time: Not Reported Bedrock: Not Reported Driller: 1381 Water Bearing Zone 1: 60 Water Bearing Zone 2: 90 Water Bearing Zone 3: Not Reported Lithology: Not Reported Municipality: BERWICK Remark: Not Reported Aquifer: NEW OXFORD FORMATION

U73 NNW PA WELLS PA1000000017915 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: 1164N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 240 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.89917 LONGITUDED: -76.99333 DEPTHTOBED: 27 DATEDRILLE: Not Reported PAGWIS ID: 45459

Construction Information: Construction Date: 11/01/1986 00:00:00 Driller: 741 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

TC1540200.2s Page A-67 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 40 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: Not Reported Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: MELLINGER J Date Ownership: Not Reported

V74 NNW PA WELLS SPAW0000902 1/2 - 1 Mile Lower Well ID: 1809N Owner’s Name: CHAMBERS H County ADAMS Latitude: 395400 Longitude: 765927 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 200 Finish: OPEN HOLE Casing 1: 40 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: No Date Drilled: 2-87 Static Water Level: Not Reported Production WL: Not Reported Yield (gpm): 10 Yield Measurement Method: B Drawdown: Not Reported Test Time: Not Reported Bedrock: 32 Driller: 741 Water Bearing Zone 1: 175 Water Bearing Zone 2: 184 Water Bearing Zone 3: Not Reported Lithology: SHALE Municipality: HAMILTON Remark: Not Reported Aquifer: NEW OXFORD FORMATION

V75 NNW PA WELLS PA1000000018013 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: 1809N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 200 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306

TC1540200.2s Page A-68 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.9 LONGITUDED: -76.99083 DEPTHTOBED: 32 DATEDRILLE: Not Reported PAGWIS ID: 45487

Construction Information: Construction Date: 02/01/1987 00:00:00 Driller: 741 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 40 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SH Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: CHAMBERS H Date Ownership: Not Reported

U76 NNW PA WELLS SPAW0000874 1/2 - 1 Mile Lower Well ID: 1164N Owner’s Name: MELLINGER J County ADAMS Latitude: 395357 Longitude: 765936 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 240 Finish: OPEN HOLE Casing 1: 40 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported

TC1540200.2s Page A-69 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Grouted: No Date Drilled: 11-86 Static Water Level: Not Reported Production WL: Not Reported Yield (gpm): 7 Yield Measurement Method: E Drawdown: Not Reported Test Time: Not Reported Bedrock: 27 Driller: 741 Water Bearing Zone 1: 130 Water Bearing Zone 2: 235 Water Bearing Zone 3: Not Reported Lithology: Not Reported Municipality: HAMILTON Remark: Not Reported Aquifer: NEW OXFORD FORMATION

W77 WSW PA WELLS PA1000000015571 1/2 - 1 Mile Higher WELLID: Not Reported LOCALWELLN: 0305N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: FLAT SURFACE WELLDEPTH: 185 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: HAMPTON TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA:DRILLER’S RECORD MUNICIPALITY: BERWICK TWP. LATITUDEDD: 39.88056 LONGITUDED: -77.00167 DEPTHTOBED: 0 DATEDRILLE: Not Reported PAGWIS ID: 44695

Construction Information: Construction Date: 05/05/1982 00:00:00 Driller: 1381 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OTHER

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 20 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: Not Reported Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

TC1540200.2s Page A-70 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Water Use Information: Site Use: WITHDRAWAL Water Use: PUBLIC SUPPLY

Owner Information: Owner: CROSS KEYS MOTEL Date Ownership: Not Reported

Remarks Information: Remark: ROCK TYPE=RED ROCK Remark Date: Not Reported

W78 WSW PA WELLS SPAW0000110 1/2 - 1 Mile Higher Well ID: 0305N Owner’s Name: CROSS KEYS MOTEL County ADAMS Latitude: 395250 Longitude: 770006 Quadrangle: HAMPTON Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: FLAT SURFACE Water Usage: PUBLIC SUPPLY Site Usage: WITHDRAWAL Well Depth: 185 Finish: OTHER Casing 1: 20 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Not Reported Date Drilled: 5-5-82 Static Water Level: Not Reported Production WL: Not Reported Yield (gpm): 4 Yield Measurement Method: Not Reported Drawdown: Not Reported Test Time: Not Reported Bedrock: Not Reported Driller: 1381 Water Bearing Zone 1: 130 Water Bearing Zone 2: Not Reported Water Bearing Zone 3: Not Reported Lithology: Not Reported Municipality: BERWICK Remark: ROCK TYPE=RED ROCK Aquifer: NEW OXFORD FORMATION

X79 NNW PA WELLS PA1000000017887 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: 1163N COUNTY: ADAMS AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 220 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA: DRILLER’S RECORD MUNICIPALITY: HAMILTON TWP. LATITUDEDD: 39.89889 LONGITUDED: -76.99472

TC1540200.2s Page A-71 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

DEPTHTOBED: 27 DATEDRILLE: Not Reported PAGWIS ID: 45458

Construction Information: Construction Date: 11/01/1986 00:00:00 Driller: 741 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 40 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: Not Reported Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: MELLINGER J Date Ownership: Not Reported

X80 NNW PA WELLS SPAW0000873 1/2 - 1 Mile Lower Well ID: 1163N Owner’s Name: MELLINGER J County ADAMS Latitude: 395356 Longitude: 765941 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 220 Finish: OPEN HOLE Casing 1: 40 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: No Date Drilled: 11-86 Static Water Level: Not Reported Production WL: Not Reported Yield (gpm): 5 Yield Measurement Method: E Drawdown: Not Reported Test Time: Not Reported Bedrock: 27 Driller: 741 Water Bearing Zone 1: 115 Water Bearing Zone 2: 200 Water Bearing Zone 3: Not Reported Lithology: Not Reported Municipality: HAMILTON Remark: Not Reported Aquifer: NEW OXFORD FORMATION

TC1540200.2s Page A-72 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Map ID Direction Distance Elevation Database EDR ID Number Y81 NNE PA WELLS SPAW0115095 1/2 - 1 Mile Lower Well ID: 9670N Owner’s Name: ROMASCAVAGE JOSEPH County YORK Latitude: 395359 Longitude: 765837 Quadrangle: ABBOTTSTOWN Lat/Long Accuracy: ACCURATE TO +1 MINUTE Hydrologic Unit: 02050306 Topographic Setting: HILLSIDE Water Usage: DOMESTIC Site Usage: WITHDRAWAL Well Depth: 275 Finish: OPEN HOLE Casing 1: 42 Casing1 Diameter(inches): 6 Casing2: Not Reported Casing2 Diameter(inches): Not Reported Grouted: Yes Date Drilled: 10-88 Static Water Level: 20 Production WL: Not Reported Yield (gpm): 3 Yield Measurement Method: E Drawdown: Not Reported Test Time: Not Reported Bedrock: 35 Driller: 32 Water Bearing Zone 1: 102 Water Bearing Zone 2: 113 Water Bearing Zone 3: 224 Lithology: SANDSTONE Municipality: PARADISE Remark: Not Reported Aquifer: NEW OXFORD FORMATION

Y82 NNE PA WELLS PA1000000017987 1/2 - 1 Mile Lower WELLID: Not Reported LOCALWELLN: 9670N COUNTY: YORK AAPG: 231NOXF TOPOGRAPHY: HILLSIDE WELLDEPTH: 275 ELEVATION: 0 ELEVMETHOD: Not Reported ACCURACYOF: Not Reported HYDROLOGIC: 02050306 LATLONGACCURACY: ACCURATE TO +1 MINUTE QUAD: ABBOTTSTOWN TYPEOFSITE: WELL DATECREATE: Not Reported DATEUPDATE: Not Reported DATARELIABILITY: LOCATION MAY NOT BE ACCURATE (WWI paper) SOURCE DEPTH DATA: DRILLER’S RECORD MUNICIPALITY: PARADISE TWP. LATITUDEDD: 39.89972 LONGITUDED: -76.97694 DEPTHTOBED: 35 DATEDRILLE: Not Reported PAGWIS ID: 159629

TC1540200.2s Page A-73 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS

Construction Information: Construction Date: 10/01/1988 00:00:00 Driller: 32 Source Cons Data: DRILLER’S RECORD Method Cons: Not Reported Finish: OPEN HOLE

Casing Information: Top Of Casing: 0 Casing Wall Thickness: Not Reported Bottom Of Casing: 42 Casing Diameter: 6 Casing: Not Reported

Geohydrologic Information: A A P G: 231NOXF Lithology: SS Contributing Unit: PRIMARY Top Of Interval: Not Reported Bottom Of Interval: Not Reported

Water Use Information: Site Use: WITHDRAWAL Water Use: DOMESTIC

Owner Information: Owner: ROMASCAVAGE JOSEPH E Date Ownership: Not Reported

TC1540200.2s Page A-74 GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS RADON

AREA RADON INFORMATION

State Database: PA Radon

Test Result Statistics

Zip Total Sites Min pCi/L Max pCi/L Avg pCi/L ______

17301 32 .3 9.4 2.7

EPA Region 3 Statistical Summary Readings for Zip Code: 17301 Number of sites tested: 34. Maximum Radon Level: 29.4 pCi/L. Minimum Radon Level: 0.1 pCi/L. pCi/L pCi/L pCi/L pCi/L pCi/L pCi/L <4 4-10 10-20 20-50 50-100 >100

25 (73.53%) 5 (14.71%) 1 (2.94%) 3 (8.82%) 0 (0.00%) 0 (0.00%)

Federal EPA Radon Zone for ADAMS County: 1 Note: Zone 1 indoor average level > 4 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. : Zone 3 indoor average level < 2 pCi/L.

TC1540200.2s Page A-75 PHYSICAL SETTING SOURCE RECORDS SEARCHED

TOPOGRAPHIC INFORMATION

USGS 7.5’ Digital Elevation Model (DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5’ Digital Elevation Model in 2002. 7.5-Minute DEMs correspond to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps.

HYDROLOGIC INFORMATION

NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002 from the U.S. Fish and Wildlife Service.

HYDROGEOLOGIC INFORMATION

AQUIFLOWR Information System Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information.

GEOLOGIC INFORMATION

Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994).

STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Services The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps.

ADDITIONAL ENVIRONMENTAL RECORD SOURCES

FEDERAL WATER WELLS

PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources.

PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS).

USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater.

TC1540200.2s Page A-76 PHYSICAL SETTING SOURCE RECORDS SEARCHED

STATE RECORDS

Pennsylvania Public Water Supply Wells Source: Pennsylvania Department of Environmental Resources Bureau of Water Supply Telephone: 717-787-5017

Pennsylvania Groundwater Information System Source: Department of Conservation and Natural Resources Telephone: 717-783-7258

RADON

State Database: PA Radon Source: Department of Environmental Protection Telephone: 717-783-3594 Radon Test Results Statistics by Zip Code

Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions.

EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels.

EPA Region 3 Statistical Summary Readings Source: Region 3 EPA Telephone: 215-814-2082 Radon readings for Delaware, D.C., Maryland, Pennsylvania, Virginia and West Virginia.

OTHER

Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656

Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration

TC1540200.2s Page A-77 PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

APPENDIX I

RESUMES/CERTIFICATIONS

Project No. 90.75328.0002 Task 68001 ATC Associates Inc.

AMANDA GIBSON Environmental Scientist

EDUCATION

§ B.A., Environmental Studies, Juniata College, 2002

PROFESSIONAL SUMMARY

Ms. Gibson has conducted numerous environmental site assessments and has conducted NEPA Compliance Checklists and tracking for numerous telecommunications sites. Ms. Gibson has also assisted with several Phase II limited subsurface investigations. Her responsibilities focus on Phase I environmental investigations.

PROFESSIONAL EXPERIENCE

Environmental § Phase I Environmental Assessments. Performed Phase I ESAs, including surveys, historical searches, regulatory review, chain-of-title searches, and site walks for property management firms, commercial property owners, and lending institutions following ASTM guideline.

§ NEPA Checklists. Performed NEPA Compliance Checklists for numerous telecommunication sites including site walk, information review to determine if the sites were located within wilderness areas/preserves, critical habitats, Native American lands, flood and/or wetlands, or documented to have occurrences of threatened/endangered species, and also performed Section 106 reviews.

§ Phase II Investigations / Multiple Sites / Pennsylvania. Participated in limited subsurface investigations including soil-gas sampling, soil sampling, groundwater and on-Site well sampling.

TRAINING AND CERTIFICATIONS

§ OSHA 40-hr Hazardous Waste Site Worker § First Aid Certified § CPR Certified

CHRISTOPHER J. CANDELA Division Manager, Environmental Management Services

EDUCATION

§ B.A., Biological Sciences, University of Delaware, Newark, DE PROFESSIONAL REGISTRATIONS

§ Certified Subsurface Evaluator, NJDEP, License No.0024354, June 2002 - present § Delaware Wastewater Treatment Plant Level II Operator License, January 2000 - present

PROFESSIONAL SUMMARY

Mr. Candela manages the Environmental Management Services Division for the Philadelphia Regional Area from our Plymouth Meeting, PA branch. He provides project management, budget tracking, scheduling and coordination for environmental investigations which include: field and site investigations; site assessments (Phase I and II); property divestment assessments; underground storage tank (UST) closures; remediation system design and installation; hydrogeologic studies; data acquisition and interpretation. Mr. Candela is also responsible for branch Health and Safety program development and implementation, risk reduction, loss control, OSHA trainin g, and compliance with federal and state regulations.

Mr. Candela has over 14 years of experience in the environmental field. During that time he has had direct oversight of multiple site programs for major petroleum clients. He has maintained compliance with corporate environmental initiatives for clients and ensured client compliance with local and federal laws and regulations. He has also served as Safety Trainer, ensuring that all employees adhered to client SOPs. And he has reviewed work scopes and audited project sites for compliance with Corporate and client Health and Safety Policies.

PROFESSIONAL EXPERIENCE

§ Brownfields Redevelopment / Erickson Retirement Communities / Ann’s Choice Community, Warminster, PA. Manager for large-scale Brownfields project that included the re-development of a former Naval Air Warfare Center for use as a retirement community and business campus. Responsible for the coordination of all environmental related site activities during site construction activities. Responsibilities included developing EH&S program, managing removal and closure of numerous underground storage tanks; demolition of numerous onsite structures; and segregation, characterization, and waste management of demolition debris and excavated materials.

§ Transaction Assessments / Retail Gasoline Station Divestments and Acquisitions / Mid-Atlantic Region. From 2001 – 2002 coordinated the completion of divestment and acquisition assessments for a major petroleum client.

Christopher J. Candela Page 2 of 3

Planned regulatory file reviews, sensitive receptor surveys, file reviews of documented contamination and remedial activities and subsurface evaluations. Supervised hydrogeologists and sampling technicians. Completed all assessments within dictated client timetables.

§ Investigations and Remediation / Retail Gasoline Stations / Mid-Atlantic Region. From 2001 – 2002 was responsible for the direct oversight of sites in which gasoline constituents affected the vadose zone and/or underlying aquifer. Managed sensitive receptor surveys, soil and groundwater investigations and the installation of dual phase remediation systems. Acted as a liaison between the client and state regulatory agencies. Ensured compliance with client’s corporate environmental initiatives.

§ Compliance / York International / York, PA. Conducted site assessments for property acquisitions, environmental compliance audits of existing manufacturing facilities. Coordinated the client’s national hazardous and non- hazardous waste hauling contract. Developed corporate programs for Contingency Plans, Spill Plans, Pollution Prevention Plans, Waste Minimization Plans, Permit compliance and other regulatory issues. Assisted in developing and implementing H&S programs and policies including Reporting and Record Keeping, Respiratory Protection, Personal Protective Equipment (PPE), Hazard Communication, Confined Space Entry, Emergency Response Plans, Traffic Control, and others.

§ Remediation / Tybouts Corner Superfund Site / New Castle, DE. From 1995 – 2001, served as QA/QC officer during implementation of Operations and Maintenance Phase for remediation program. Responsibilities included daily inspection for quality control of contractor practices, conformance to specifications and drawings and schedule and budget supervision. Maintained conformance and documented progress toward project goals for regulatory agencies. Management activities included supervising a staff of treatment plant operators, daily monitoring of plant effluent, ensuring the proper operation of numerous pumps, the use of data to determine the effectiveness of the control technology and the submission of required reports. Additional responsibilities at the cap included weekly inspections, oversight of repairs, collection of multi-media samples and submission of required reports. Health and Safety Officer responsible for OSHA record keeping and employee health and safety training.

Christopher J. Candela Page 3 of 3

§ Remediation / Army Creek Superfund Site / New Castle, DE. From 1993 – 2001, assisted with construction management oversight services. Responsibilities included review of construction practices and conformance to specifications, as well as the tracking and maintenance of the schedule and costs. Acted as liaison between regulatory agencies and client. Managed daily operations and maintenance of facility and 32-acre capped site. Responsibilities for the treatment plant included managing a staff of treatment plant operators, daily monitoring of treatment plant effluent, ensuring the proper operation of filter presses, sand filters, pumps and other hydraulic systems, calculation of proper lime and polymer feed rates and the submission of required monthly reports. Additional responsibilities at the cap included weekly inspections, oversight of repairs and submission of required reports. Health and Safety Officer responsible for OSHA record-keeping and employee health and safety training.

§ Site Investigation / Chrysler Corporation / Dayton, OH. From 1993 – 1996 served as Project QA/QC officer. Responsibilities included soil vapor survey oversight, groundwater monitoring well design and installations, groundwater and soil sampling, incorporation of data from surrounding properties and assessment of the site for DNAPL contamination.

§ Remediation / Chrysler Corporation / Twinsburg, Dayton and Toledo, OH and New Castle, IN. From 1993 - 1997 conducted studies to determine the effectiveness of remediating contaminated soils and/or groundwater utilizing bioremediation technology; installed bioreactors to remediate the impacted soils. Operated and maintained bioremediation systems. All sites achieved closure ahead of scheduled time line.

§ Remediation / Harvey & Knott Superfund Site – General Motors / Glasgow, DE. Implemented and managed multi-media, semi-annual monitoring program. Evaluated the design of cap and provided construction management that included daily inspections for quality control of construction practices, conformance to specifications and certification of quantities of soils placed/displaced, as well as the tracking of the schedule and costs as the Owner’s representative and liaison with regulatory agencies. Health and Safety Officer responsible for OSHA record keeping and employee health and safety training.

§ Remediation / York International / York, PA. From 1991 – 2001, served as project director for a site containing soils and groundwater impacted by PCE and TCE. Designed and managed construction, operation and maintenance of an air - stripping tower with carbon emission control for the treatment of groundwater and a vacuum extraction system for soil remediation with carbon emission control.

§ Storm Water Management / General Motors Corporation / Wilmington, DE. From 1991 – 2001, developed and managed a storm water sampling program to comply with the facility’s NPDES permit and corporate requirements. Member of emergency response team. Responsibilities included emergency response actions in the event that a release of hazardous materials enters the storm water system. Developed and implemented the facility’s RCRA Contingency Plan, Stormwater Pollution Prevention Plan and Spill Prevention Plan.

Christopher J. Candela Page 4 of 3

TRAINING AND CERTIFICATIONS

§ OSHA 40 Hour Health & Safety Certification, 1991 - present § OSHA 8 hour Health & Safety Re-certification, 1992 - present

PUBLICATIONS

§ “NPDES Regulatory Overview,” “Individual vs. Multi-Sector NPDES Permits,” and “Developing and Implementing Storm Water Pollution Prevention Plans” - York International Annual Environmental Health and Safety Conference, November 1998

§ “Regulatory Overview and Technical Issues Affecting Data Quality in Environmental Samples” - York International Annual Environmental Health and Safety Conference, January 1994

PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

APPENDIX J

USER PROVIDED DOCUMENTATION

Project No. 90.75328.0002 Task 68001 ATC Associates Inc. PETROLEUM SYSTEMS 12/2/2005

STORE # LOCATION DEP TANK SIZES CONSTR CONSTRUCTION YEAR PIPING PIPING DISP SUB OVERFILL SPILL/ TANK FACILITY ID # [ ] = MANIFOLD TYPE TYPE INSTALLED CONSTRUCTON SUMPS SUMPS DEVICE OVERFILL MONITOR MODEM

#14001 MOBIL STATE COLLEGE 14-15485 10/10,10,K4 B STI-P3 1990 D FIBERGLASS PS FILL PIPE YES #04002 CLEARFIELD 14-15484 6/6,6,6, K4 B STI-P3 1988 D FIBERGLASS NO NO PS FILL PIPE YES YES #04003 HYDE 17-15483 10/10,10,K4 B STI-P3 1986K-1988G D FIBERGLASS PS FILL PIPE YES YES #44005 CHOICE STATE COLLEGE 14-15482 10,10 O DBW/STI-P3 1998 E FLEXIBLE PS FILL PIPE YES #04006 CLEARFIELD 17-15481 10,10,K4 B STI-P3 1985K-1989G D FIBERGLASS NO NO PS FILL PIPE YES #440007 CHOICE CHESTER HILL 17-15480 8/8, 8, K4 B STI-P3 1986K-1987G E FLEXIBLE APT YES YES PS FILL PIPE YES #04008 BELLEFONTE 14-15479 10,10 B STI-P3 1990 D FIBERGLASS PS FILL PIPE YES #04009 CURWENSVILLE 17-31221 8/8,8, K4 B STI-P3 1985K-1987G E FLEXIBLE APT PS FILL PIPE YES #04010 ALTOONA 07-15477 8,8,8, K4 B STI-P3 1985K-1987G B STEEL CP 5-98 PS FILL PIPE YES #44011 CHOICE ALTOONA 07-32381 10/10, 10, K4 B STI-P3 1985K-1988G B STEEL CP 5-98 PS FILL PIPE NO #04012 TYRONE 07-15475 10,10, K4 B STI-P3 1986K-1989G D / E FIBERGLASS / APT NO NO PS FILL PIPE YES YES #44013 CHOICE HOLLIDAYSBURG 07-15474 8/8, 8, K4 B STI-P3 1985K-1988G B STEEL CP 5-98 PS FILL PIPE NO #44015 CHOICE MARTINSBURG 07-15472 10/10, 4, K4 C/I, B STEEL CP 4-97 1975,83G-1986K E FLEXIBLE APT PS FILL PIPE YES #04016 BELLEVILLE 44-15471 10/10,10, K4 B STI-P3 1986K-1988G B / E STEEL CP-97 / APT(K) PS FILL PIPE NO #04017 LEWISTOWN 44-15470 10,10,10, K4 B STI-P3 1986K-1989G D / E FIBERGLASS / APT NO NO PS FILL PIPE NO #04018 MOBIL BELLEFONTE 14-15469 10,10,10, K4 B STI-P3 1985K-1988G B STEEL CP-97 PS FILL PIPE YES #04019 ST. MARY'S 24-15468 6/6,6, K4 B STI-P3 1985K-1990G D FIBERGLASS NO NO PS FILL PIPE YES YES #04020 RIDGWAY 24-15467 10/10,10, K4 B STI-P3 1985K-1988G D / E FIBER / APT(K) PS FILL PIPE YES #44022 CHOICE LEWISTOWN 44-15466 10/10, 10, K4 B STI-P3 1986K-1989G D FIBERGLASS PS FILL PIPE NO #04024 AVIS 18-15464 [10/10],10, K4 B STI-P3 1985K-1989G D FIBERGLASS PS FILL PIPE YES #04025 LOCK HAVEN 18-15463 [10/10], 4, K4 B STI-P3 1985G-1986K E FLEXIBLE YES YES PS FILL PIPE YES #44027 CHOICE STATE COLLEGE 14-15461 10,10 O DBW/STI-P3 1998 E FLEXIBLE YES YES PS FILL PIPE YES #04030 DUNCANSVILLE 07-15459 10,10, K4 B STI-P3 1986K-1990G D FIBERGLASS NO YES PS FILL PIPE YES YES #04031 STATE COLLEGE 14-15458 10,10 B STI-P3 1989 D FIBERGLASS PS FILL PIPE NO #04032 HOUTZDALE 17-15457 10,10,10, K4 B STI-P3 1985K-1989G D FIBERGLASS PS FILL PIPE YES #04033 ST. MARY'S 24-15456 10,10 O DBW/STI-P3 1995 E FLEXIBLE YES YES PS FILL PIPE YES YES #04034 EXXON MILL HALL 18-15455 10,10,10, K4 B STI-P3 1985K-1990G D FIBERGLASS PS FILL PIPE YES #04035 JOHNSONBURG 24-15454 6/6,6/6, K4 B STI-P3 1985K-1987G B STEEL CP 10-97 YES NO PS FILL PIPE YES #04037 STATE COLLEGE 14-15453 10,[6/4], K4 E, B FIBERGLASS / P3 (K) 1972G-1985K E FLEXIBLE YES YES PS FILL PIPE YES #04039 MOBIL BOALSBURG 14-15452 10/10,10, K4 B STI-P3 1991 D FIBERGLASS PS FILL PIPE YES #04040 LEWISTOWN 44-15451 10,10 B STI-P3 1990 D FIBERGLASS NO NO PS FILL PIPE NO #04041 EXXON BURNHAM 44-15450 10,10 O DBW/STI-P3 1992 D FIBERGLASS PS FILL PIPE YES #04042 YEAGERSTOWN 44-15449 10,10 O DBW/STI-P3 1992 D FIBERGLASS NO NO PS FILL PIPE NO #04044 EXXON JERSEY SHORE 41-15447 10,10,10, K4 B STI-P3 1985K-1988G B STEEL CP 9-97 PS FILL PIPE YES #04045 EXXON PHILIPSBURG 14-15446 10/10,10, K4 B STI-P3 1989 D FIBERGLASS PS FILL PIPE YES #04046 EXXON HUGHESVILLE 41-15445 10,10, K4 B STI-P3 1986K-1995G E FLEXIBLE PS FILL PIPE YES #04047 MUNCY 41-15444 10,10, K4 B STI-P3 1985K-1991G D FIBERGLASS PS FILL PIPE YES YES #44048 CHOICE MILTON 49-15443 10,6 B STI-P3 1992 D FIBERGLASS PS FILL PIPE YES YES #04050 MONTGOMERY 41-15442 10,10, K4 B STI-P3 1985K-1991G D FIBERGLASS PS FILL PIPE YES YES PETROLEUM SYSTEMS 12/2/2005

#44052 CHOICE CASTANEA 18-15441 10,6, K4 O DBW/STI-P3 1997 E FLEXIBLE PS FILL PIPE YES #04053 MOBIL STATE COLLEGE 14-15440 12,10 O DBW/STI-P3 1993 D FIBERGLASS PS FILL PIPE YES #04056 BRADFORD 42-15341 6,6,6 B STI-P3 1991 D FIBERGLASS NO NO PS FILL PIPE YES YES #04057 BRADFORD 42-15340 10,4 B STI-P3 1998 E FLEXIBLE YES YES PS FILL PIPE YES YES #04058 WARREN 62-15339 10/10,10, K4 B STI-P3 1986K-1991G D FIBERGLASS NO NO PS FILL PIPE YES YES #44059 CHOICE KANE 42-15338 10, [4/4] B STI-P3 1981 E FLEXIBLE PS FILL PIPE YES YES #04062 BLOOMSBURG 19-32249 12/12,12, K2 C/I, B STEEL CP 11-96 1981G-1986K E / D FLEX/FIBER PS FILL PIPE YES #44063 CHOICE DUBOIS 17-15336 10,[4,4], K4 B STI-P3 1981G-1985K E FLEXIBLE PS FILL PIPE YES YES #04064 EXXON WARRIORS MARK 31-15335 10,6, K4 O DBW/STI-P3 1995 E FLEXIBLE PS FILL PIPE YES #44065 CHOICE LEWISBURG 60-15334 [10/4], 4, K4 B STI-P3 1981G-1985K E FLEXIBLE PS FILL PIPE YES YES #04067 BERWICK 19-15332 10, 10, 4, K4 B STI-P3 1982G-1986K B STEEL CP 4-98 NO NO PS FILL PIPE YES #04069 BRADFORD 42-15331 10,4,10, K4 B STI-P3 1983G-1985K D FIBERGLASS PS FILL PIPE YES #44070 CHOICE WARREN 62-15330 [10/10], 4, K4 B STI-P3 1983G-1985K E FLEXIBLE PS FILL PIPE YES #44074 CHOICE ST. MARY'S 24-15328 [10/10], 4 B STI-P3 1983 E FLEXIBLE PS FILL PIPE YES YES #04075 PUNXSUTAWNEY 33-15327 10,10, D10, K4 C/I STEEL CP 10-96, P3 1983G-1985K E FLEXIBLE PS FILL PIPE YES YES #04076 CURWENSVILLE 17-15326 10, 8 E FIBERGLASS 1983 E FLEXIBLE PS FILL PIPE YES #04077 EXXON PUNXSUTAWNEY 33-15325 10,10, K4 O DBW/STIP3 1985K-1995G E FLEXIBLE PS FILL PIPE YES YES #04078 DUBOIS 17-15324 12, 12 H FIBERCLAD 1983 E FLEXIBLE YES YES PS FILL PIPE YES YES #04079 CLARION 16-15323 10,10, K4 O DW/STIP3 1985K-1994G D FIBERGLASS YES YES PS FILL PIPE YES YES #44080 CHOICE TYRONE 07-15320 10/10, 4, K4 C/I STEEL CP 9-97 1980G-1985K E FLEXIBLE PS FILL PIPE YES #04082 KANE 42-15321 [10/10], 4,K4 B STI-P3 1985 E FLEXIBLE YES YES PS FILL PIPE YES YES #44083 CHOICE KNOX 16-15320 10,10,4, K4 B STI-P3 1985 E FLEXIBLE YES YES PS FILL PIPE YES YES #44086 CHOICE INDIANA 32-30453 [10/10],4, K4 B STI-P3 1986 E FLEXIBLE PS FILL PIPE YES YES #44088 CHOICE CLEARFIELD 17-30414 6/6, 5, K5 B STI-P3 1989 D FIBERGLASS PS FILL PIPE YES YES #44089 CHOICE BERWICK 19-70010 10, [5/5] O DW STIP3 1992 E FLEXIBLE PS FILL PIPE YES #04090 EXXON REYNOLDSVILLE 33-31100 [10/4], 10, K4 B STI-P3 1986 E FLEXIBLE YES YES PS FILL PIPE YES YES #04092 EAST BRADY 16-31219 10,10,4, K4 B STI-P3 1987 B STEEL CP 5-98 PS FILL PIPE YES YES #04093 LEEPER 16-31151 10/10, 4, K4 B STI-P3 1987 E FLEXIBLE PS FILL PIPE YES #04094 HOWARD 14-31220 10,10,4, K4 B STI-P3 1987 B STEEL CP 8-97 NO NO PS FILL PIPE NO #44096 CHOICE CLYMER 32-31361 [10/10], 4, K4 B STI-P3 1987 E FLEXIBLE YES YES PS FILL PIPE YES YES #04097 NEW BETHLEHEM 16-31431 [10/10], 4, K4 B STI-P3 1987 E FLEXIBLE PS FILL PIPE YES YES #04098 SUMMERVILLE 33-32433 8,8,8, K4 B STI-P3 1988 B STEEL CP 5-98 NO NO PS FILL PIPE YES YES #04099 LEWISBURG 60-38229 40,20,20D F DBW/FIBERGLASS 2001 E FLEXIBLE YES YES BF BALL FLOAT YES #04101 MILESBURG 14-31484 6/6,6, K6 B STI-P3 1987 E FLEXIBLE PS FILL PIPE YES #04102 BLOOMSBURG 19-31558 [8/8], 8, K4 B STI-P3 1987 E FLEXIBLE NO YES PS FILL PIPE YES #04103 MARIENVILLE 27-31557 [10/10], 4, K4 B STI-P3 1987 E FLEXIBLE PS FILL PIPE YES YES #44104 CHOICE BROOKVILLE 33-32673 8,8,8, K4 B STI-P3 1988 B STEEL CP 5-98 PS FILL PIPE YES YES #04105 PETROLIA 10-32117 [8/8], 8, K4 B STI-P3 1988 E FLEXIBLE PS FILL PIPE YES YES #04107 BEECH CREEK 18-32674 [10/10],10, K4 B STI-P3 1988 E FLEXIBLE YES YES PS FILL PIPE YES PETROLEUM SYSTEMS 12/2/2005

#44108 CHOICE BRADFORD 42-32672 [6/6/6], 6 B STI-P3 1988 D FIBERGLASS PS FILL PIPE YES #04118 LEWISTOWN 44-60273 10,10, K4 B STI-P3 1989 D FIBERGLASS NO NO PS FILL PIPE YES #04119 MILROY 44-60029 6,6,6, K4 B STI-P3 1988 B STEEL CP 9-97 NO NO PS FILL PIPE NO #04120 PORT ROYAL 34-31201 10,6, K4 O DBW/STI-P3 1996 E FLEXIBLE PS FILL PIPE YES #04123 BELLEFONTE 14-31723 [15/5], 10, 11D, 4K H STEEL/FIBERCLAD 2001 E FLEXIBLE YES YES PS FILL PIPE YES #04127 RICHFIELD 55-70012 10,10, K4 B STI-P3 1989 D FIBERGLASS NO NO PS FILL PIPE YES #44130 CHOICE MT. CARMEL 49-00602 [8/6], 6, K2 E FIBERGLASS 1988 E FLEXIBLE PS FILL PIPE YES YES #04131 BLOOMSBURG 19-00603 6,6,6, K2 B STI-P3 1986K-1990G D FIBERGLASS NO NO PS FILL PIPE NO #04132 ASHLAND 54-00604 6/6,6 E FIBERGLASS 1987 D FIBERGLASS PS FILL PIPE YES #04133 EXXON MAHANOY CITY 54-11752 10,10, K2 B STIP3 1986K-1992G D FIBERGLASS PS FILL PIPE YES #04135 FRACKVILLE 54-00607 10,10 O DBW/STI-P3 1994 D FIBERGLASS PS FILL PIPE YES #04136 SHAMOKIN 49-31178 10,10, K2 O DBW/STIP3 1986K-1992G D FIBERGLASS PS FILL PIPE YES YES #04137 DANVILLE 47-11748 10,6, K4 O DBW/STI-P3 1996 E FLEXIBLE YES YES PS FILL PIPE YES #04139 EXXON MINERSVILLE 54-00611 10,6, K4, D10 O DBW/STI-P3 1996 E FLEXIBLE YES YES PS FILL PIPE YES #04140 SUNOCO WILLIAMSPORT 41-00612 10,10, K2 B STI-P3 1984K-1990G D FIBERGLASS PS FILL PIPE YES YES #04141 MONTOURSVILLE 41-20400 [6/6], 6, K2 C/I STEEL CP 9-97 1982G-1987K E FLEXIBLE YES YES PS FILL PIPE YES #04142 DURYEA 40-31300 [8/8], 8, K2 B STI-P3 1987 E FLEXIBLE YES YES PS FILL PIPE YES #04143 ST. CLAIR 54-00614 10, 6, K4 H STEEL FIBERCLAD 2003 E FLEXIBLE YES YES PS FILL PIPE YES #04144 S. WILLIAMSPORT 41-30114 [8/8], 8, K2 B STI-P3 1986 E FLEXIBLE PS FILL PIPE YES #04145 NANTICOKE 40-31663 [8/8], 8 E FIBERGLASS 1987 E FLEXIBLE YES YES PS FILL PIPE YES #44146 CHOICE WILKES-BARRE 40-30385 [8/8], 8 B STI-P3 1986 D FIBERGLASS YES YES PS FILL PIPE YES #04147 LUZERNE 40-31472 8,8, K4 E FIBERGLASS 1988 D FIBERGLASS YES YES PS FILL PIPE YES #04148 EXETER 40-30993 [8/8], 8, K2 B STI-P3 1986 E FLEXIBLE YES YES PS FILL PIPE YES #04149 WILKES-BARRE 40-32368 8,8, K4 E FIBERGLASS 1988 D FIBERGLASS NO NO PS FILL PIPE YES #44150 CHOICE WILLIAMSPORT 41-31726 8/8, 8, K2 E FIBERGLASS 1988 E FLEXIBLE NO YES PS FILL PIPE YES YES #04151 WILLIAMSPORT 71-32012 8/8,8, K2 E FIBERGLASS 1988 D FIBERGLASS NO NO PS FILL PIPE YES YES #04152 SHEFFIELD 62-90017 10,10,10, K4 B STI-P3 1988 D FIBERGLASS PS FILL PIPE YES YES #04153 HASTINGS 11-32560 10,10,10, K4 B STI-P3 1988 E FLEXIBLE YES YES PS FILL PIPE YES YES #44154 CHOICE MT. UNION 31-60030 10/10, 10, K4 B STI-P3 1989 D FIBERGLASS NO NO PS FILL PIPE NO #44156 CHOICE KULPMONT 49-70644 10,10,10, K4 B STI-P3 1990 D FIBERGLASS PS FILL PIPE YES YES #04157 EXXON FRANKLIN 61-90498 10,10,10, K4 B STI-P3 1990 D FIBERGLASS PS FILL PIPE YES YES #04158 SHINGLEHOUSE 53-70738 10,10, K4 B STI-P3 1990 D FIBERGLASS NO NO PS FILL PIPE YES YES #04160 LARKSVILLE 40-51375 10,10 B STI-P3 1990 D FIBERGLASS NO NO PS FILL PIPE YES #04161 EXXON PORT MATILDA 14-04615 10,10,10, K4 B STI-P3 1991 D FIBERGLASS NO NO PS FILL PIPE YES #04163 EMLENTON 61-91186 10,10 B STI-P3 1991 D FIBERGLASS NO NO PS FILL PIPE YES YES #04165 EXXON STATE COLLEGE 14-04607 [8/8], 8 B STI-P3 1987 D FIBERGLASS PS FILL PIPE YES #04166 EXXON PLEASANT GAP 14-37150 12,8, K4 O DBW/STI-P3 1996 D FIBERGLASS YES YES PS FILL PIPE YES #04167 EXXON STATE COLLEGE 14-37155 12,8, K4, D10 O DBW/STI-P3 1996 E FLEXIBLE PS FILL PIPE YES #04168 EXXON EMPORIUM 11-37198 12,8, K4 O DBW/STI-P3 1996 E FLEXIBLE YES YES PS FILL PIPE YES YES PETROLEUM SYSTEMS 12/2/2005

#04169 EXXON EBENSBURG 11-37212 12,8, K4, D10 O DBW/STI-P3 1996 E FLEXIBLE PS FILL PIPE YES YES #04170 EXXON TRAVEL CENTER 44-38026 [30/10], 20, 10D, K5 H DBW/JACKET 2000 E FLEXIBLE YES YES PS FILL PIPE YES [30/15]D, 15D, 15HO H #04204 ENOLA 21-60031 10/10,10, K4 B STI-P3 1988 D FIBERGLASS PS FILL PIPE YES #04205 MOBIL LEWISBERRY 67-32075 8/8,8 K,4 B STI-P3 1988 B STEEL CP 9-97 PS FILL PIPE YES #04206 HUMMELSTOWN 22-60032 10,10,10, K4 B STI-P3 1988 B STEEL CP 4-98 NO NO PS FILL PIPE NO #44207 CHOICE HARRISBURG 22-60033 10,10,10 B STI-P3 1988 D FIBERGLASS NO NO PS FILL PIPE NO #04208 EXXON SHIPPENSBURG 21-60034 10,10,10 B STI-P3 1988 D FIBERGLASS NO NO PS FILL PIPE NO #04209 EXXON HARRISBURG 22-62560 12,12,12 O DBW/STI-P3 1990 D FIBERGLASS PS FILL PIPE YES #04216 HUMMELSTOWN 22-60035 [4/4], 4, K2 B STI-P3 1988 E FLEXIBLE PS FILL PIPE YES #04224 NEW CUMBERLAND 21-31722 [6/6],6, K4 B STI-P3 1986 E FLEXIBLE YES YES PS FILL PIPE NO #04229 LEMOYNE 21-31991 [4/4], 4, K2 B STI-P3 1988 E FLEXIBLE PS FILL PIPE YES #04232 PLAINFIELD 21-60037 10/10,10, K4 B STI-P3 1989 D FIBERGLASS NO NO PS FILL PIPE YES #04234 CARLISLE 21-37189 12,8, K4 O DBW/STI-P3 1996 E FLEXIBLE YES YES PS FILL PIPE YES #04236 BOILING SPRINGS 21-60038 10,10,10, K4 B STI-P3 1989 D FIBERGLASS NO NO PS FILL PIPE #44242 CHOICE ABBOTTSTOWN 01-64279 10,10 O DBW/STI-P3 1992 D FIBERGLASS NO NO PS FILL PIPE NO #44246 CHOICE HALIFAX 22-60040 4/4,4, K2 B STI-P3 1988 D FIBERGLASS PS FILL PIPE NO #04248 ST. THOMAS 28-07392 10,10 B STI-P3 1991 D FIBERGLASS PS FILL PIPE YES #04249 NEW KINGSTON 21-60041 10,10,10, K4 B STI-P3 1989 D FIBERGLASS NO NO PS FILL PIPE NO #44250 CHOICE CHAMBERSBURG 28-60042 10/10, 10,K4 B STI-P3 1989 D FIBERGLASS PS FILL PIPE NO #04251 EXXON MT. HOLLY SPRINGS 21-07393 12,8, K4 O DBW/STI-P3 1996 E FLEXIBLE YES YES PS FILL PIPE YES #04252 BAINBRIDGE 36-31721 4,4,4, K2 B STI-P3 1987 D FIBERGLASS NO NO PS FILL PIPE YES #44253 CHOICE DILLSBURG 67-07388 6/6, 6, K4 E, B FIBER/STIP3 1985G-1988K B STEEL CP 9-97 PS FILL PIPE YES #04254 NEW BLOOMFIELD 50-31202 [4/4], 4, K2 B STI-P3 1986 E FLEXIBLE PS FILL PIPE NO #04255 WEST FAIRVIEW 21-07390 10,10, K4 B STI-P3 1991 D FIBERGLASS NO NO PS FILL PIPE YES #04257 CHAMBERSBURG 28-60043 10,10, K4 B STI-P3 1989 D FIBERGLASS PS FILL PIPE YES #04274 MOBIL MECHANICSBURG 21-34744 10,10 O DBW/STI-P3 1994 D FIBERGLASS PS FILL PIPE YES #04275 MOBIL DILLSBURG 67-36809 12,10, K4 O DBW/STI-P3 1995 E FLEXIBLE PS FILL PIPE YES #44276 CHOICE CARLISLE 21-29692 [15/5], 10 G STEEL/FIBERCLAD 2002 E FLEXIBLE YES YES PS FILL PIPE YES #04301 AMOCO WILKES-BARRE 40-13190 10, 10, 10 H STEEL/FIBERCLAD 1990 E FLEXIBLE BF BALL FLOAT YES #04302 AMOCO WILKES-BARRE 40-13181 10, 10, 10, 12D E FIBERGLASS 1991 D FIBERGLASS NO NO BF BALL FLOAT YES #44303 CHOICE HAZELTON 40-00815 10/10, 10 E FIBERGLASS 1991 D FIBERGLASS YES NO BF BALL FLOAT YES #4304/4344 AMOCO WILKES-BARRE 40-13180 12, 10, 10, 12D F DBW/FIBERGLASS 1993 E FLEXIBLE BF BALL FLOAT YES #04305 TEXACO DRUMS 40-13185 10, 10, 10 E FIBERGLASS 1991 D FIBERGLASS A EXT ALARM YES #04306 AMOCO NANTICOKE 40-13177 8, 8, 8, K6 E FIBERGLASS 1990 D FIBERGLASS YES NO BF BALL FLOAT YES #04307 AMOCO PLAINS 40-13176 10, 10, 10, K4 E, C FIBER / STEEL CP 1990G / 1983K D FIBERGLASS NO NO BF BALL FLOAT YES #04308 TEXACO BEAR CREEK 40-29872 12, 8 F DBW/FIBERGLASS 1998 E FLEXIBLE YES YES BF BALL FLOAT YES #04309 AMOCO TRUCKSVILLE 40-29875 8, 6, 4 B STI-P3 1986 E FLEXIBLE YES YES BF BALL FLOAT YES #04310 AMOCO NORTH DALLAS 40-32158 8, 4, 6, K2, 2D B STI-P3 1988 B STEEL CP NO NO PS FILL PIPE NO PETROLEUM SYSTEMS 12/2/2005

#04311 AMOCO FREELAND 40-13187 12, 8, K6 F DBW/FIBERGLASS 1995 E FLEXIBLE YES YES BF BALL FLOAT YES #04312 AMOCO BEAR CREEK 40-13188 12, 12, 12 F DBW/FIBERGLASS 1994 E FLEXIBLE YES YES BF BALL FLOAT YES #04313 AMOCO HAZELTON 40-13172 12, 12, K12 F DBW/FIBERGLASS 1994 E FLEXIBLE YES YES BF BALL FLOAT YES #04314 AMOCO LAKE HARMONY 13-13186 [10/10], 12 F DBW/FIBERGLASS 1993 E FLEXIBLE YES YES BF BALL FLOAT YES #04315 AMOCO POCONO LAKE 45-13173 10, 5, 5, K5 B STI-P3 89, '83, '88, '84 B STEEL CP YES NO A EXT ALARM YES #04316 AMOCO KINGSTON 40-13183 10, 10 B STI-P3 1985 E FLEXIBLE BF BALL FLOAT YES #04317 AMOCO NUANGOLA 40-13189 8/8, 8, K5 B STI-P3 1985 E FLEXIBLE BF BALL FLOAT YES #44318 CHO/AMOCO CONYGHAM 40-13191 6/6, 6, K4 B, H STIP-3 - ST/FIBER 1986 1995K E FLEXIBLE YES YES BF BALL FLOAT YES #04319 AMOCO NANTICOKE 40-31458 12, 8 F DBW/FIBERGLASS 1998 E FLEXIBLE YES YES BF BALL FLOAT YES #04320AMOCO TAYLOR 35-30925 8, 8, 8 B STIP-3 1986 E FLEXIBLE YES YES BF BALL FLOAT YES #44321 CHO/TEXACO LAKE HARMONY 13-22676 10, 10, 10 B, E P3, P3, FIBER 1985 D FIBERGLASS NO NO BF BALL FLOAT YES #04323 AMOCO MOUNTAIN TOP 40-50368 8, 8, 8 H STEEL/FIBERCLAD 1990 B STEEL CP A EXT ALARM YES #04324 AMOCO SCRANTON 35-31589 10, 10, 10 B STIP-3 1987 E FLEXIBLE BF BALL FLOAT YES #04325 AMOCO WEST WYOMING 40-28326 6, 6, 6, K 6, H STEEL/FIBERCLAD 1990 D FIBERGLASS NO NO A EXT ALARM YES #04326 AMOCO TOBYHANNA 45-50369 [8/8], 8 K8 E FIBERGLASS 1998 E FLEXIBLE BF BALL FLOAT YES #04327 AMOCO MOOSIC 35-13179 10, 10, 10, K6, 10D B STIP-3 1989 B STEEL CP NO NO BF BALL FLOAT YES #04328 AMOCO WHITE HAVEN 40-24918 8, 8, 8, K8 E FIBERGLASS 1990 D FIBERGLASS BF BALL FLOAT YES #04329 AMOCO WILKES-BARRE 40-51377 10, 10, 10 E FIBERGLASS 1990 D FIBERGLASS YES NO BF BALL FLOAT YES #04330 TEXACO SCRANTON 35-51941 10, 10, 10 E FIBERGLASS 1991 D FIBERGLASS YES NO BF BALL FLOAT YES #04331 AMOCO MOUNTAIN TOP 40-13182 10,10, 10, K8, 8D E FIBERGLASS 1991 D FIBERGLASS BF BALL FLOAT YES #04332 AMOCO HAZELTON 40-13171 10/10, 10, 6D E FIBERGLASS 1992 D FIBERGLASS YES NO BF BALL FLOAT YES #04333 TEXACO E. STROUDSBURG 45-21069 30, 20 F DBW/FIBERGLASS 2001 E FLEXIBLE BF BALL FLOAT YES #04334 TEXACO BLOOMSBURG 19-35793 12, 10, 10 F DBW/FIBERGLASS 1993 E FLEXIBLE BF BALL FLOAT YES #44336 CHO/AMOCO BLAKESLEE 45-00752 4/6/6, 6, 6 E FIBERGLASS 1984 E FLEXIBLE YES YES A EXT ALARM YES #04337 AMOCO DALLAS 40-36933 12, 12 F DBW/FIBERGLASS 1995 E FLEXIBLE BF BALL FLOAT YES #04338 AMOCO DRUMS 40-07468 15, 8 F DBW/FIBERGLASS 1996 E FLEXIBLE BF BALL FLOAT YES #04339 AMOCO WILKES-BARRE 40-50412 12/12, 12, 10D E FIBERGLASS 1990G, 1996D E FLEXIBLE BF BALL FLOAT YES #04340 TEXACO BLOOMSBURG 19-37365 12, 12 F DBW/FIBERGLASS 1997 E FLEXIBLE BF BALL FLOAT YES #04341 AMOCO BRODHEADSVILLE 45-31230 10, 10, 10, 10D E FIBERGLASS 1986 E FLEXIBLE BF BALL FLOAT YES #04342 AMOCO PITTSTON 40-37431 12, 12 F DBW/FIBERGLASS 1998 E FLEXIBLE BF BALL FLOAT YES #44343 CHO/AMOCO WYOMING 40-36683 6/6, 6 H STEEL/FIBERCLAD 1995 E FLEXIBLE YES YES A EXT ALARM YES #04345 AMOCO EFFORT 45-37983 30, 23 F DBW/FIBERGLASS 2000 E FLEXIBLE BF BALL FLOAT YES #04346 EXXON HUMBOLDT 40-38033 30, 20, 30D F DBW/FIBERGLASS 2000 E FLEXIBLE BF BALL FLOAT YES #04347 BENTON 19-04954 12, 8, K6, 8D B STIP-3 91G, 87G, 86K, 86D D FIBERGLASS NO NO BF BALL FLOAT YES YES #04610 CLAIRTON 02-32068 8,8,8 B STI-P3 1988 D FIBERGLASS NO NO PS FILL PIPE YES YES #04618 CORAOPOLIS 02-15318 10,10, K4 B STI-P3 1983 E FLEXIBLE PS FILL PIPE YES #44619 CHOICE FORD CITY 03-15317 [10/10], 4 B STI-P3 1983 E FLEXIBLE PS FILL PIPE YES YES #44623 CHOICE GREENSBURG 65-15314 10,10 O DBW/STI-P3 1995 D FIBERGLASS YES YES PS FILL PIPE YES YES #04624 ZELIENOPLE 10-15313 [8/4], 6 E FIBERGLASS 1984 D FIBERGLASS PS FILL PIPE YES YES PETROLEUM SYSTEMS 12/2/2005

#04625 WEXFORD 02-15312 10,10, K4 B STI-P3 1984 E FLEXIBLE PS FILL PIPE YES YES #04626 CORAOPOLIS 02-15311 [10/10], 4 B STI-P3 1985 E FLEXIBLE PS FILL PIPE YES YES #44630 CHOICE DERRY 65-80679 10,10 E FIBERGLASS 1990 D FIBERGLASS PS FILL PIPE YES YES #04635 CLAIRTON 02-31704 8,8,8 B STI-P3 1987 D FIBERGLASS PS FILL PIPE YES YES #04640 McKEESPORT 02-80681 8,8 E FIBERGLASS 1988 D FIBERGLASS NO YES PS FILL PIPE YES YES #44642 CHOICE BETHEL PARK 02-15308 10,10 E FIBERGLASS 1989 D FIBERGLASS PS FILL PIPE YES #14661 WASHINGTON 63-80682 8,8 E FIBERGLASS 1988 D FIBERGLASS PS FILL PIPE NO #44668 CHOICE WAYNESBURG 30-32254 10,10 E FIBERGLASS 1989 D FIBERGLASS NO NO PS FILL PIPE YES YES #04678 DONORA 63-03575 8,8,8 B STI-P3 1981 D FIBERGLASS PS FILL PIPE NO #04681 ELLWOOD CITY 37-32182 [10/4], 10, K4 B STI-P3 1987 E FLEXIBLE YES YES PS FILL PIPE YES YES #04682 CLAIRTON 02-32064 8/8, 8 B STI-P3 1988 D FIBERGLASS NO NO PS FILL PIPE YES YES #44683 CHOICE EXPORT 65-32063 [10/10], [10/4] B STI-P3 1988 E FLEXIBLE YES YES PS FILL PIPE YES YES #04684 BOSWELL 56-32065 8/8, 8, K4 B STI-P3 1988 D FIBERGLASS PS FILL PIPE YES YES #04685 NEW FLORENCE 65-80975 [10/10], 10, K4 B STI-P3 1988 D FIBERGLASS PS FILL PIPE YES YES #44686 CHOICE LATROBE 65-80677 8/8, 8 B STI-P3 1989 D FIBERGLASS NO NO PS FILL PIPE YES YES #04687 MIDWAY 63-82183 10,10 E FIBERGLASS 1990 D FIBERGLASS PS FILL PIPE YES YES #04688 AVELLA 63-83800 10,10 O DBW/STI-P3 1994 D FIBERGLASS YES YES #44891 CHO/EXXON SHREWSBURY 67-25241 12,10, K6 F DBW/FRP 1992 E FLEXIBLE PS FILL PIPE YES #04901 WELLSVILLE 67-07389 10,10,10, K4 B STI-P3 1989 D FIBERGLASS NO NO PS FILL PIPE YES #04904 SPRING RUN 28-60044 10,10,10, K4 B STI-P3 1989 D FIBERGLASS NO NO PS FILL PIPE YES #04905 MERCERSBURG 28-63862 10,10 O DBW/STI-P3 1992 D FIBERGLASS PS FILL PIPE YES #02003 NEWARK 3-000246 12,12, K4 C/I STEEL CP 8-97 1981 E FLEXIBLE YES YES PS FILL PIPE YES #42007 CHOICE DOVER 1-000308 8/8, 8 B STI-P3 1988 D FIBERGLASS NO NO PS FILL PIPE YES #02008 CITGO LEWES 5-000110 12,10,10,K6,D6 H STEEL/FRP 1989 D FIBERGLASS NO NO PS FILL PIPE YES #45001 CHOICE OLEAN 9-223107 [10/10], 4 B STI-P3 1983 E FLEXIBLE NO NO PS FILL PIPE YES YES #05002 SALAMANCA 9-223093 10,10,4 B STI-P3 1983 B STEEL CP 9-97 NO NO PS FILL PIPE YES YES #05003 CANISTEO 8-136182 [10/10], 4 B STI-P3 1983 E FLEXIBLE YES YES PS FILL PIPE YES YES #05004 BOLIVAR 9-223085 [10/10], 4 B STI-P3 1983 E FLEXIBLE YES YES PS FILL PIPE YES YES #05005 LITTLE VALLEY 9-223069 [10/10], 4 B STI-P3 1984 E FLEXIBLE YES YES PS FILL PIPE YES YES #05006 CUBA 9-223077 [10/10], 4 B STI-P3 1984 E FLEXIBLE YES YES PS FILL PIPE YES YES #05008 ARCADE 9-003824 [10/10], 4, K4 B STIP-3 1985 E FLEXIBLE YES YES PS FILL PIPE YES YES #05009 SALAMANCA 9-05200 10,4,10, K4 O DBW/STI-P3 1986 B STEEL CP 8-97 NO NO PS FILL PIPE YES YES #05010 MOBIL NIAGARA FALLS 9-421243 10/10,10 O DBW/STI-P3 1989 D FIBERGLASS NO NO PS FILL PIPE YES YES #05011 LEASED NIAGARA FALLS 9-421251 10,10 O DBW/STI-P3 1992 D FIBERGLASS NO NO PS FILL PIPE YES #05012 CLOSED NIAGARA FALLS 9-421278 1988 #05013 LEASED NIAGARA FALLS 9-721286 10,10 O DBW/STI-P3 1992 D FIBERGLASS PS FILL PIPE YES #05014 SANBORN 9-421294 10,10,10 O STI-P3 1988 B STEEL CP 9-97 NO NO PS FILL PIPE YES YES #05015 MOBIL CHEEKTOWAGA 9-421308 10,10 O DBW/STI-P3 1992 D FIBERGLASS NO NO PS FILL PIPE YES YES #05016 LEASED TONAWANDA 9-421316 10,10,10 O DBW/STI-P3 1989 D FIBERGLASS PS FILL PIPE YES PETROLEUM SYSTEMS 12/2/2005

#05017 LEASED KENMORE 9-488828 10,10,10 O DBW/STI-P3 1988 D FIBERGLASS YES #05018 LEASED LACKAWANNA 9-488836 10,10,10 O DBW/STI-P3 1988 D FIBERGLASS YES #05019 OLEAN 9-488844 10,10,10 O DBW/STI-P3 1988 D FIBERGLASS NO NO PS FILL PIPE YES YES #05020 LANCASTER 9-493082 10/10, 10 O DBW/STI-P3 1989 D FIBERGLASS NO NO PS FILL PIPE YES YES #05021 LEASED TONAWANDA 9-494062 10,10,10 O DBW/STI-P3 1989 D FIBERGLASS YES #45022 CHOICE BLASDELL 9-496049 10/10, 10 O DBW/STI-P3 1989 D FIBERGLASS NO NO PS FILL PIPE YES YES #05023 ANDOVER 9-501794 10/10, 10, K4 O DBW/STI-P3 1990 D FIBERGLASS NO NO PS FILL PIPE YES YES #05024 OLEAN 9-501786 10,10 O DBW/STI-P3 1990 D FIBERGLASS NO NO PS FILL PIPE YES YES #05025 NEWSTEAD 9-504904 10,10 O DBW/STI-P3 1990 D FIBERGLASS NO NO PS FILL PIPE YES YES #46003 CHOICE MO FREDERICK 10,10 B STI-P3 1991 D FIBERGLASS NO NO PS FILL PIPE YES #06004 EXXON CECILTON 6004585 6/6, 6, 4D B STI-P3 1989 D FIBERGLASS NO NO PS FILL PIPE YES #06005 MOBIL FREDERICK 10,10,10 O DBW/STI-P3 1992 D FIBERGLASS NO NO PS FILL PIPE YES #44729 CHOICE MARTINSVILLE 2-002294 8/8, 6 I / F STEEL LINED/DBWFRP 1977 / 1987 D FIBERGLASS YES YES PS FILL PIPE W'BANK EXXON BELLEFONTE 14-31705 6,6,6 B STI-P3 1987 B STEEL CP 8-97 PS FILL PIPE VILLAGE EXXON STATE COLLEGE 14-70008 6,6,6 B STI-P3 1987 B STEEL CP 10-98 PS FILL PIPE GRAHAMS EXXON STATE COLLEGE 14-04610 6,6,6 B STI-P3 1987 B STEEL CP 4-98 PS FILL PIPE PS MOBIL STATE COLLEGE 14-70491 6,6 B STI-P3 1987 D FIBERGLASS PS FILL PIPE SUNDAYS EXXON STATE COLLEGE 14-04609 10,10,10 B STI-P3 1988 B STEEL CP 9-97 PS FILL PIPE NO C.H. EXXON STATE COLLEGE 14-04612 4/4,4,4 B STI-P3 1987 B STEEL CP 8-97 PS FILL PIPE #92602 QUAKERTOWN 09-41257 10, 10, 10 E FIBERGLASS 1989 D FIBERGLASS BF BALL FLOAT YES #92601 GAP 45-51378 10, 10, 10 H STEEL/FIBERCLAD 1990 D FIBERGLASS BF BALL FLOAT YES PETROLEUM SYSTEMS 12/2/2005

FMS STORE # RELEASE DISPENSER POS CARD BLEND RATIO STAGE # OF DISP. # OF HOSES PUMPING CANOPY INSURANCE CURRENT ACTIVITY UNDER CONTRACT DETECTION TYPE SYSTEM READERS II GAS KERO DIE GAS KERO DIE SYSTEM SIZE PAUSTIF AESIC REMED PROBLEMS

YES #14001 MOBIL WAYNE SPASS WAYNE YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X YES #04002 ABJ TOKHEIM/MPD TOKHEIM NO NO NO 2 1 12 1 SUBMERSIBLE 24 x 30 X YES #04003 WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X #44005 CHOICE TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 24 x 36 X #04006 ABJ TOKHEIM/MPD SUNTRONIC NO YES 70/30 NO 1 1 6 1 SUBMERSIBLE 24 x 24 X #440007 CHOICE ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 24 x 36 X #04008 TOKHEIM/MPD SUNTRONIC NO YES 65/35 NO 1 0 6 0 SUBMERSIBLE 24 x 24 X #04009 TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 36 X #04010 TOKHEIM/MPD SUNTRONIC NO NO NO 2 1 12 1 SUBMERSIBLE 20 x 30 X #44011 CHOICE TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X YES #04012 ABJ TOKHEIM/MPD TOKHEIM NO YES 70/30 NO 1 1 6 1 SUBMERSIBLE 24 x 24 X #44013 CHOICE TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X #44015 CHOICE TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 26 x 44 X #04016 WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X #04017 ABJ TOKHEIM/MPD TOKHEIM NO NO NO 2 1 12 1 SUBMERSIBLE 24 x 30 X YES #04018 MOBIL TOKHEIM/MPD RUBY YES NO NO 2 1 4 1 SUB/SUC 24 x 32 X YES #04019 ABJ WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X #04020 WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X #44022 CHOICE WAYNE SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X #04024 WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X USTIF #04025 ABJ WAYNE SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 36 X #44027 CHOICE ADJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 20 x 30 X YES #04030 ABJ TOKHEIM/MPD SUNTRONIC NO YES 60/40 NO 1 1 6 1 SUBMERSIBLE 24 x 24 X #04031 TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 1 0 2 0 SUBMERSIBLE no canopy X YES #04032 TOKHEIM/MPD SUNTRONIC YES NO NO 2 1 12 1 SUBMERSIBLE 26 x 44 X N/A #04033 ABJ TOKHEIM/MPD TOKHEIM NO YES 65/35 NO 2 4 SUBMERSIBLE 24 x 36 X #04034 EXXON TOKHEIM/MPD RUBY YES NO NO 2 1 4 1 SUBMERSIBLE 24 x 32 X #04035 ABJ TOKHEIM/MPD SUNTRONIC NO YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X #04037 ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X tanks pulled 5/04 YES #04039 MOBIL WAYNE SPASS WAYNE YES YES 65/35 NO 4 1 8 1 SUB/SUCT no canopy X #04040 ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 1 0 2 0 SUBMERSIBLE 24 x 24 X YES #04041 EXXON TOKHEIM/MPD RUBY YES YES 65/35 NO 1 0 2 0 SUBMERSIBLE 26 x 26 X #04042 ABJ TOKHEIM/MPD TOKHEIM NO YES 65/35 NO 1 0 6 0 SUBMERSIBLE 24 x 24 X #04044 EXXON TOKHEIM/MPD RUBY YES NO NO 2 1 4 1 SUBMERSIBLE 26 x 32 X USTIF #04045 EXXON TOKHEIM/MPD RUBY YES YES 65/35 NO 4 1 8 2 SUBMERSIBLE 36 x 50 X #04046 EXXON TOKHEIM/MPD RUBY YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 36 X YES #04047 WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 32 X YES #44048 CHOICE TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 1 0 2 0 SUBMERSIBLE 24 x 24 X YES #04050 TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 32 X PETROLEUM SYSTEMS 12/2/2005

#04052 TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 36 X USTIF YES #04053 MOBIL WAYNE SPASS WAYNE YES YES 65/35 NO 6 0 12 0 SUBMERSIBLE 48 x 60 X YES #04056 ABJ TOKHEIM TOKHEIM NO NO NO 2 0 4 0 SUBMERSIBLE 20 x 20 X YES #04057 ABJ TOKHEIM/MPD TOKHEIM NO YES 65/35 NO 1 0 2 0 SUBMERSIBLE 20 x 20 X USTIF YES #04058 ABJ WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 36 X YES #44059 CHOICE TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 24 x 24 X #04062 WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 26 x 44 X YES #44063 CHOICE WAYNE SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 36 X #04064 EXXON TOKHEIM/MPD RUBY YES YES 65/35 NO 2 1 4 2 SUBMERSIBLE 26 x 46 X YES #44065 CHOICE TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 22 x 36 X #04067 ABJ TOKHEIM TOKHEIM NO NO NO 2 1 4 1 SUBMERSIBLE 20 x 20 X #04069 TOKHEIM/MPD TOKHEIM NO NO NO 2 1 12 1 SUBMERSIBLE 24 x 30 X #44070 CHOICE TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUCTION 24 x 36 X YES #44074 CHOICE TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 24 x 24 X YES #04075 TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 1 4 1 SUBMERSIBLE 26 x 44 X #04076 WAYNE SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 24 x 32 X YES #04077 EXXON TOKHEIM/MPD RUBY YES YES 65/35 NO 4 1 8 1 SUBMERSIBLE 36 x 48 X YES #04078 ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 1 0 2 0 SUBMERSIBLE 24 x 24 X YES #04079 ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 32 X X #44080 CHOICE TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 2 SUBMERSIBLE 26 x 44 X YES #04082 ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 54 X YES #44083 CHOICE ABJ TOKHEIM/MPD SUNTRONIC YES NO NO 2 1 12 1 SUBMERSIBLE 26 x 44 X YES #44086 CHOICE TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 56 X YES #44088 CHOICE WAYNE SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X #44089 CHOICE WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUCTION 24 x 36 X YES #04090 EXXON ABJ TOKHEIM/MPD RUBY YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 52 X YES #04092 1250 MECH. SUNTRONIC NO NO NO 3 1 6 1 SUBMERSIBLE 20 x 30 X #04093 WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 20 x 30 X #04094 ABJ 1250 MECH. SUNTRONIC NO NO NO 3 1 5 1 SUBMERSIBLE 20 x 20 X YES #44096 CHOICE ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 56 X YES #04097 WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 20 x 30 X YES #04098 ABJ TOKHEIM/MPD TOKHEIM NO NO NO 2 1 12 1 SUBMERSIBLE 24 x 30 X #04099 GILBARCO/MPD G- SITE YES YES 65/35 NO 8 2 16 4 SUBMERSIBLE(2) 32 x 116 X #04101 WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUB/SUC 24 x 26 X #04102 ABJ WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 26 x 32 X YES #04103 WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X YES #44104 CHOICE TOKHEIM/MPD SUNTRONIC NO NO NO 2 1 12 1 SUBMERSIBLE 24 x 30 X TANK TOP YES #04105 WAYNE/MPD SUNTRONIC YES YES 65/35 YES 2 1 4 1 SUBMERSIBLE 24 x 30 X #04107 WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 26 x 30 X PETROLEUM SYSTEMS 12/2/2005

#44108 CHOICE TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 24 x 48 X #04118 ABJ WAYNE/MPD SUNTRONIC YES YES 65/35 NO 1 1 2 1 SUBMERSIBLE 20 x 20 X #04119 ABJ TOKHEIM/MPD TOKHEIM NO NO NO 1 1 6 1 SUBMERSIBLE 24 x 24 X #04120 TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 26 x 44 X #04123 ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 3 1 1 6 1 2 SUBMERSIBLE 28 x 80 X #04127 ABJ WAYNE/MPD SUNTRONIC YES YES 65/35 NO 1 1 2 1 SUBMERSIBLE 24 x 24 X YES #44130 CHOICE TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 1 1 2 1 SUBMERSIBLE 24 x 24 X #04131 ABJ BENNETT/MECH. BENNETT NO NO NO 2 1 4 1 SUCTION 24 x 26 X #04132 WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 24 x 32 X #04133 EXXON TOKHEIM/MPD RUBY YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 36 X #04135 TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 4 0 8 0 SUBMERSIBLE 36 x 48 X YES #04136 WAYNE/MPD SUNTRONIC YES YES 65/35 NO 1 1 2 1 SUBMERSIBLE 24 x 24 X #04137 ADJ TOKHEIM/MPD TOKHEIM NO YES 65/35 NO 2 1 12 1 SUBMERSIBLE 24 x 44 X YES #04139 EXXON ABJ TOKHEIM/MPD RUBY YES YES 65/35 NO 4 1 1 8 1 SUBMERSIBLE 44 x 48 X YES #04140 SUNOCO WAYNE WAYNE NO YES 70/30 NO 2 1 4 1 SUBMERSIBLE 24 x 24 X #04141 ABJ WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUCTION 24 x 50 X #04142 ABJ GILBARCO/MPD SUNTRONIC YES YES 65/35 NO 2 1 2 1 SUBMERSIBLE 24 x 30 X #04143 ABJ TOKHEIM SUNTRONIC YES YES 65/35 NO 1 1 2 1 SUB / SUCTION 24 x 24 X #04144 WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 36 X YES #04145 ABJ GILBARCO/MPD SUNTRONIC YES YES 65/35 NO 1 4 1 SUBMERSIBLE 24 x 30 X #44146 CHOICE ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 1 2 1 SUBMERSIBLE 24 x 30 X #04147 ABJ WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 24 X #04148 ABJ GILBARCO/MPD SUNTRONIC YES YES 65/35 NO 2 1 2 1 SUBMERSIBLE 24 x 30 X YES #04149 ABJ WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 24 X YES #44150 CHOICE ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 1 1 2 1 SUBMERSIBLE 24 x 24 X YES #04151 ABJ WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 48 X YES #04152 TOKHEIM/MPD TOKHEIM NO NO NO 2 1 12 1 SUBMERSIBLE 24 x 30 X YES #04153 ABJ TOKHEIM/MPD SUNTRONIC NO NO NO 2 1 12 1 SUBMERSIBLE 24 x 30 X #44154 CHOICE ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUCTION 24 x 30 X YES #44156 CHOICE TOKHEIM/MPD SUNTRONIC NO NO NO 2 1 12 1 SUBMERSIBLE 24 x 30 X YES #04157 EXXON TOKHEIM/MPD RUBY YES NO NO 2 1 4 1 SUBMERSIBLE 24 x 32 X YES #04158 ABJ TOKHEIM/MPD TOKHEIM NO YES 65/35 NO 1 1 6 1 SUBMERSIBLE 24 x 24 X #04160 ABJ TOKHEIM/MPD TOKHEIM NO YES 65/35 NO 2 0 12 0 SUBMERSIBLE 24 x 30 X #04161 EXXON ABJ WAYNE/MPD RUBY YES NO NO 4 1 8 1 SUBMERSIBLE 36 x 48 X YES #04163 ABJ WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 24 x 32 X YES #04165 EXXON TOKHEIM/MPD RUBY YES YES 65/35 NO 4 0 8 0 SUBMERSIBLE 26 x 40 X YES #04166 EXXON ADJ TOKHEIM/MPD RUBY YES YES 65/35 NO 4 1 8 1 SUBMERSIBLE 45 x 56 X #04167 EXXON TOKHEIM/MPD RUBY YES YES 65/35 NO 6 1 1 12 1 2 SUBMERSIBLE 45 x 115 X YES #04168 EXXON ADJ TOKHEIM/MPD RUBY YES YES 65/35 NO 4 1 8 1 SUBMERSIBLE 45 x 56 X PETROLEUM SYSTEMS 12/2/2005

YES #04169 EXXON TOKHEIM/MPD RUBY YES YES 65/35 NO 6 1 12 1 SUBMERSIBLE 45 x 81 X #04170 EXXON ADJ TOKHEIM/MPD RUBY YES YES 65/35 NO 4 1 1 8 1 2 24 x 120 G X 5 10 24 x 132 D #04204 WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X #04205 MOBIL WAYNE SPASS WAYNE YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X #04206 ABJ TOKHEIM/MPD TOKHEIM NO NO NO 2 1 12 1 SUBMERSIBLE 24 x 30 X #44207 CHOICE ABJ TOKHEIM/MPD SUNTRONIC NO NO NO 2 0 12 0 SUBMERSIBLE 24 x 30 X #04208 EXXON ABJ TOKHEIM/MPD RUBY YES NO NO 2 0 4 0 SUBMERSIBLE 24 x 48 X #04209 EXXON WAYNE/MPD RUBY YES NO NO 6 0 12 0 SUBMERSIBLE 36 x 72 X #04216 WAYNE SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 54 X #04224 ABJ WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 24 X #04229 WAYNE SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 36 X YES #04232 ABJ WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X #04234 ADJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 4 1 8 1 SUBMERSIBLE 44 x 60 X #04236 ABJ TOKHEIM/MPD TOKHEIM NO NO NO 2 1 12 1 SUBMERSIBLE 24 x 30 X #44242 CHOICE ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 1 0 2 0 24 x 24 X #44246 CHOICE BENNETT/MECH. SUNTRONIC NO NO NO 3 1 5 1 SUBMERSIBLE 24 x 24 X REG CP YES #04248 WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 24 x 48 X #04249 ABJ TOKHEIM/MPD TOKHEIM NO NO NO 2 1 12 1 SUBMERSIBLE 24 x 30 X #44250 CHOICE WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X #04251 EXXON ADJ TOKHEIM/MPD RUBY YES YES 65/35 NO 4 1 8 1 SUBMERSIBLE 38 x 48 X #04252 ABJ BENNETT/MECH. BENNETT NO NO NO 3 1 5 1 SUBMERSIBLE 20 x 20 X #44253 CHOICE TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 20 x 44 X #04254 TOKHEIM/MPD TOKHEIM NO YES 65/35 NO 2 1 4 1 SUBMERSIBLE 20 x 24 X #04255 ABJ TOKHEIM/MPD SUNTRONIC NO YES 65/35 NO 1 1 6 1 SUBMERSIBLE 24 x 24 X #04257 TOKHEIM/MPD TOKHEIM NO YES 60/40 NO 1 1 6 1 SUBMERSIBLE 24 x 24 X #04274 MOBIL WAYNE/MPD WAYNE YES YES 65/35 NO 4 0 8 0 SUBMERSIBLE 30 x 48 X #04275 MOBIL TOKHEIM/MPD RUBY YES YES 65/35 NO 6 1 12 2 SUBMERSIBLE 36 x 72 X #44276 CHOICE ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 24 x 52 X #04301 AMOCO GILBARCO/MPD G-SITE YES NO NO 2 4 SUBMERSIBLE (2) 24 x 28 X #04302 AMOCO JK WAYNE WAYNE NO NO NO 3 3 6 6 SUBMERSIBLE 24 x 54 X #44303 CHOICE JK GILBARCO/MPD SUNTRONIC YES YES 66/34 NO 2 4 SUBMERSIBLE (2) 18 x 23 X #4304/4344 AMOCO WAYNE RUBY YES NO NO 4 1 24 1 SUBMERSIBLE 45 x 85 X #04305 TEXACO WAYNE WAYNE NO NO NO 4 8 SUCTION 24 x 48 X #04306 AMOCO JK WAYNE RUBY YES NO NO 2 1 12 1 SUBMERSIBLE 24 x 67 X PRE UNI #04307 AMOCO JK WAYNE WAYNE NO NO NO 4 1 8 1 SUBMERSIBLE 25 x 53 X YES #04308 TEXACO JL GILBARCO/MPD G-SITE YES YES 66/34 NO 2 4 SUBMERSIBLE 32 x 64 X #04309 AMOCO J WAYNE WAYNE NO NO NO 2 4 SUCTION 18 x 22 X #04310 AMOCO J GILBARCO/MPD G-SITE YES NO NO 2 1 1 12 1 2 SUBMERSIBLE 24 x 36 X PETROLEUM SYSTEMS 12/2/2005

#04311 AMOCO JK WAYNE RUBY YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 24 X YES #04312 AMOCO JL GILBARCO/MPD G-SITE YES NO NO 2 12 SUBMERSIBLE 36 x 60 X #04313 AMOCO JL GILBARCO/MPD G-SITE YES YES 66/34 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X #04314 AMOCO JL GILBARCO/MPD G-SITE YES YES 65/35 NO 2 4 SUBMERSIBLE 24 x 58 X #04315 AMOCO J TOKHEIM TOKHEIM NO NO NO 2 1 4 1 SUCTION 25 x 25 X TANK TOP #04316 AMOCO GILBARCO/MPD G-SITE YES YES 66/34 NO 2 12 SUBMERSIBLE 35 x 103 X YES #04317 AMOCO WAYNE RUBY YES YES 65/35 NO 3 1 6 1 SUBMERSIBLE 26 x 94 X #44318 CHO/AMOCO JL WAYNE RUBY YES YES 65/35 NO 2 1 4 1 SUBS / SUCTION 29 x 30 X #04319 AMOCO JL GILBARCO/MPD G-SITE YES YES 66/34 NO 2 12 SUBMERSIBLE 32 x 62 X #04320AMOCO JL GILBARCO/MPD G-SITE YES NO NO 2 12 SUBMERSIBLE 32 x 60 X #44321 CHO/TEXACO JK TOKHEIM TOKHEIM NO NO NO 6 12 SUBMERSIBLE 24 x 60 X YES #04323 AMOCO TOKHEIM TOKHEIM NO NO NO 3 6 SUCTION 24 x 28 X #04324 AMOCO GILBARCO/MPD G-SITE YES NO NO 3 18 SUBMERSIBLE 28 x 72 X YES #04325 AMOCO J GILBARCO GILBARCO NO NO NO 3 1 6 1 SUCTION 24 x 28 X #04326 AMOCO GILBARCO/MPD G-SITE YES YES 66/34 NO 3 1 6 1 SUBMERSIBLE 32 x 88 X #04327 AMOCO JK TOKHEIM RUBY YES NO NO 4 1 1 24 1 2 SUBMERSIBLE 42 x 114 X #04328 AMOCO WAYNE RUBY YES NO NO 2 1 12 1 SUBMERSIBLE 28 x 35 X #04329 AMOCO JK WAYNE RUBY YES NO NO 2 12 SUBMERSIBLE 24 x 56 X #04330 TEXACO JK WAYNE WAYNE NO NO NO 3 18 SUBMERSIBLE 22 x 88 X #04331 AMOCO WAYNE RUBY YES NO NO 2 1 1 12 1 1 SUBMERSIBLE 24 x 59 X #04332 AMOCO JK GILBARCO/MPD G-SITE YES YES 66/34 NO 2 1 4 1 SUBMERSIBLE 28 x 60 X #04333 TEXACO GILBARCO/MPD G-SITE YES YES 65/35 NO 3 6 SUBMERSIBLE 32 x 96 X USTIF #04334 TEXACO WAYNE WAYNE NO NO NO 3 18 SUBMERSIBLE 28 x 89 X #44336 CHO/AMOCO J GILBARCO GILBARCO NO NO NO 3 6 SUCTION 22 x 40 X #04337 AMOCO GILBARCO/MPD G-SITE YES YES 66/34 NO 2 4 SUCTION 32 x 62 X #04338 AMOCO GILBARCO/MPD G-SITE YES YES 66/34 NO 3 18 SUBMERSIBLE 30 x 93 X #04339 AMOCO WAYNE RUBY YES YES 65/35 NO 6 2 12 4 SUBMERSIBLE 52 x 93 X #04340 TEXACO GILBARCO/MPD G-SITE YES YES 65/35 NO 3 6 SUBMERSIBLE 32 x 96 X #04341 AMOCO GILBARCO/MPD G-SITE YES NO NO 4 2 24 3 SUBMERSIBLE 42x62 32x38 X #04342 AMOCO GILBARCO/MPD G-SITE YES YES 66/34 NO 4 24 SUBMERSIBLE 62 x 62 X #44343 CHO/AMOCO JL GILBARCO/MPD G-SITE YES YES 66/34 NO 2 12 SUBMERSIBLE 26 x 48 X #04345 AMOCO GILBARCO/MPD G-SITE YES YES 66/34 NO 3 18 SUBMERSIBLE 32 x 91 X #04346 EXXON GILBARCO/MPD G-SITE YES YES 66/34 NO 3 4 6 7 SUBMERSIBLE 32x93 68x76 X YES #04347 ABJ TOKHIEM SUNTRONIC YES YES 65/35 NO 3 1 1 6 1 2 SUBMERSIBLE 22 x 66 X YES #04610 ABJ TOKHEIM/MPD SUNTRONIC NO NO NO 2 0 12 0 SUBMERSIBLE 24 x 30 X #04618 GILBARCO/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 26 x 44 X YES #44619 CHOICE WAYNE/MPD SUNTRONIC YES YES 65/35 YES 1 0 2 0 SUBMERSIBLE 24 x 30 X YES #44623 CHOICE ADJ GILBARCO/MPD SUNTRONIC YES YES 66/34 YES 4 0 8 0 SUBMERSIBLE 36 x 48 X YES #04624 GILBARCO/MPD SUNTRONIC YES YES 65/35 NO 2 0 12 0 SUBMERSIBLE 24 x 36 X PETROLEUM SYSTEMS 12/2/2005

YES #04625 GILBARCO/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 26 x 42 X YES #04626 TOKHEIM/MPD SUNTRONIC YES YES 65/35 YES 2 0 4 0 SUCTION 20 x 32 X YES #44630 CHOICE GILBARCO/MPD SUNTRONIC NO YES 66/34 NO 1 0 6 0 SUBMERSIBLE 24 x 24 X YES #04635 TOKHEIM/MPD SUNTRONIC NO NO NO 2 0 12 0 SUBMERSIBLE 24 x 30 X YES #04640 GILBARCO/MPD SUNTRONIC YES YES 65/35 NO 1 0 6 0 SUBMERSIBLE 24 x 24 X X #44642 CHOICE GILBARCO/MPD SUNTRONIC YES YES 70/30 NO 2 0 12 0 SUBMERSIBLE 24 x 48 X X #14661 GILBARCO/MPD SUNTRONIC NO YES 66/34 NO 1 0 6 0 SUBMERSIBLE 24 x 24 X YES #44668 CHOICE ABJ GILBARCO/MPD SUNTRONIC YES YES 66/34 NO 1 0 6 0 SUBMERSIBLE 24 x 24 X #04678 TEXACO BENNETT BENNETT NO NO NO 2 0 4 0 SUCTION no canopy X YES #04681 ABJ GILBARCO/MPD SUNTRONIC YES YES 66/34 NO 2 1 4 1 SUBMERSIBLE 26 x 44 X YES #04682 ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 YES 2 0 4 0 SUBMERSIBLE 20 x 24 X YES #44683 CHOICE ABJ WAYNE/MPD SUNTRONIC YES YES 65/35 YES 4 0 8 0 SUBMERSIBLE 24x110/32x56 X YES #04684 TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 30 X YES #04685 WAYNE SUNTRONIC YES YES 65/35 YES 2 1 4 1 SUBMERSIBLE 24 x 30 X YES #44686 CHOICE ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 YES 2 0 4 0 SUBMERSIBLE 24 x 30 X YES #04687 GILBARCO/MPD SUNTRONIC YES YES 66/34 NO 2 0 12 0 SUBMERSIBLE 24 x 36 X YES #04688 GILBARCO/MPD SUNTRONIC YES YES 60/40 NO 2 0 4 0 SUBMERSIBLE 24 x 36 X #44891 CHOICE TOKHEIM/MPD RUBY/SUN YES YES 65/35 NO 3 1 6 1 24 x 58 X #04901 ABJ TOKHEIM/MPD TOKHEIM NO NO NO 2 1 12 1 SUBMERSIBLE 24 x 30 X YES #04904 ABJ TOKHEIM/MPD TOKHEIM NO NO NO 2 1 12 1 SUBMERSIBLE 24 x 30 X YES #04905 WAYNE SUNTRONIC YES YES 65/35 NO 2 0 12 0 SUBMERSIBLE 24 x 48 X #02003 ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 YES 1 1 2 1 SUBMERSIBLE 24 x 24 X #42007 CHOICE ABJ WAYNE SUNTRONIC YES YES 65/35 YES 2 0 4 0 SUBMERSIBLE 24 x 30 X #02008 CITGO ABJ TOKHEIM/MPD RUBY YES NO YES 5 1 1 10 1 1 SUBMERSIBLE 24 x 90 X YES #45001 CHOICE ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 24 x 36 X YES #05002 ABJ 1250 MECH. TOKHEIM NO NO NO 2 0 4 0 SUBMERSIBLE no canopy X YES #05003 ABJ WAYNE SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 24 x 36 X YES #05004 ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 24 x 24 X YES #05005 ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 1 0 2 0 SUBMERSIBLE 24 x 24 X YES #05006 ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 24 x 36 X YES #05008 ABJ WAYNE SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24x 36 X YES #05009 ABJ 1250 MECH. TOKHEIM NO NO NO 3 1 5 1 SUBMERSIBLE 20 x 30 X YES #05010 MOBIL ABJ WAYNE WAYNE YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 24 x 32 X #05011 LEASED ABJ TOKHEIM/MPD NO YES 65/35 NO 4 0 24 0 SUBMERSIBLE 24 x 48 X #05012 CLOSED NO X #05013 LEASED TOKHEIM/MPD NO YES 65/35 NO 20 x 32 X YES #05014 ABJ TOKHEIM/MPD NO NO NO 2 0 12 0 SUBMERSIBLE 20 x 32 X X YES #05015 MOBIL ABJ WAYNE WAYNE YES YES 65/35 NO 1 0 2 0 SUBMERSIBLE 24 x 24 X #05016 LEASED TOKHEIM/MPD NO NO NO 2 0 12 0 SUBMERSIBLE 24 x 32 X PETROLEUM SYSTEMS 12/2/2005

#05017 LEASED TOKHEIM/MPD NO NO NO 2 12 24 x 32 X X #05018 LEASED TOKHEIM/MPD NO NO NO 2 12 24 x 32 X X YES #05019 ABJ TOKHEIM/MPD NO NO NO 2 0 12 0 SUBMERSIBLE 24 x 32 X YES #05020 ABJ WAYNE SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 24 x 32 X X #05021 LEASED TOKHEIM/MPD NO NO NO 2 12 24 x 32 X X YES #45022 CHOICE ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 24 x 32 X YES #05023 ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 32 X X YES #05024 ABJ TOKHEIM/MPD NO YES 70/30 NO 1 0 6 0 SUBMERSIBLE 24 x 24 X YES #05025 ABJ WAYNE/MPD SUNTRONIC YES YES 65/35 NO 2 0 4 0 SUBMERSIBLE 24 x 32 X #46003 CHOICE MO ABJ TOKHEIM/MPD RUBY YES YES 65/35 YES 2 0 4 0 SUBMERSIBLE 24 x 32 X #06004 EXXON ABJ TOKHEIM/MPD RUBY YES YES 65/35 YES 2 1 4 1 SUBMERSIBLE 24 x 32 X #06005 MOBIL ABJ TOKHEIM/MPD RUBY YES NO YES 4 0 8 0 SUBMERSIBLE 36 x 48 X X #44729 CHOICE ABJ TOKHEIM/MPD SUNTRONIC YES YES 65/35 NO 2 1 4 1 SUBMERSIBLE 24 x 32 X W'BANK EXXON MECH. NO NO NO 1 6 no canopy X VILLAGE EXXON GILBARCO GILBARCO NO NO NO 4 6 no canopy X GRAHAMS EXXON MECH. NO NO NO 2 4 no canopy X PS MOBIL TOKHEIM/MPD NO YES 70/30 NO 4 6 no canopy X SUNDAYS EXXON TOKHEIM/MPD TOKHEIM NO NO NO 2 12 SUBMERSIBLE no canopy X C.H. EXXON MECH. NO NO NO 3 6 no canopy X YES #92602 WAYNE RUBY YES NO NO 3 18 SUBMERSIBLE 24 x 54 X #92601 WAYNE RUBY YES NO NO 2 12 SUBMERSIBLE 20 x 83 X 581 141 31 1708 148 50 749 1904 PHASE I ENVIRONMENTAL SITE ASSESSMENT Store # 44242 100 Center Square (intersection of North Queen Street and Water Street) Abbottstown, Pennsylvania 17301

APPENDIX K