ENVIRONMENTAL ASSESSMENT

Hanson Property Aldie, Virginia

Prepared For:

Loudoun County Office of County Administrator ATTN: Mr. Paul L. Brown 1 Harrison Street, S.E. Leesburg, Virginia 20176

Prepared By:

TRIAD ENGINEERING, INC. 210 North 21st Street, Suite D Purcellville, Virginia 20132

October 22, 2008

TRIAD Project No.: 05-08-0105

210 N 21st Street, Suite D Purcellville, Virginia 210322 Phone (540) 338-8150 TRIAD ENGINEERING, INC. Fax (540) 338-8147

September 2008

Mrs. Dawn Klassen Loudoun County Office of Capital Construction 211 Gibson Street, Suite 123 Leesburg, Virginia 20176

Subject: Phase I Environmental Site Assessment Hanson Property Evergreen Mills Road Aldie, Virginia TRIAD Project No. 05-08-0105

Dear Mrs. Klassen:

Enclosed is the Phase I Environmental Site Assessment report for the above-referenced 257.35-acre Hanson property. Triad Engineering, Inc. appreciates the opportunity to assist you with this project. If you have any questions or comments concerning this site and our conclusions or need additional information, please feel free to contact the undersigned.

Sincerely,

TRIAD ENGINEERING, INC.

______Glenn R. Pyle, CPG, L.R.S. Senior Environmental Geologist

______Alex Miller Staff Environmental Scientist

Triad Engineering, Inc.

Morgantown • St. Albans Greensburg Winchester • Purcellville Hagerstown West Virginia Pennsylvania Virginia Maryland

TABLE OF CONTENTS

COVER SHEET TRANSMITTAL LETTER EXECUTIVE SUMMARY

Section Page 1.0 PURPOSE AND NEED...... 1 1.1 INTRODUCTION...... 1 1.2 DESCRIPTION...... 1 1.3 PURPOSE AND NEED FOR THE PROPOSED ACTION...... 2 1.4 RELATED ENVIRONMENTAL DOCUMENTS...... 2 1.5 PERMITS, LICENSES, AND ENTITLEMENTS...... 2 2.0 ALTERNATIVES INCLUDING PROPOSED ACTION...... 2 2.1 PROPOSED CONSTRUCTION ...... 2 2.2 OTHER LOCATIONS ...... 3 3.0 AFFECTED ENVIRONMENT ...... 3 3.1 PHYSICAL ENVIRONMENT ...... 3 3.1.1 Aesthetic ...... 3 3.1.2 Climate ...... 3 3.1.3 Soils/Geology ...... 3 3.1.4 Hydrology...... 3 3.1.5 Air Quality ...... 4 3.1.6 Noise...... 4 3.1.7 Pollution and Contaminants...... 4 3.1.8 Prime, Unique, and State Significant Farmlands ...... 4 3.1.9 Wild and Scenic Rivers...... 5 3.2 BIOLOGICAL ENVIRONMENT ...... 5 3.2.1 Vegetation ...... 5 3.2.2 Threatened and Endangered Species ...... 6 3.2.3 Fish and Wildlife...... 7 3.2.4 Insects and Disease ...... 8 3.2.5 Wetlands and Floodplain...... 8 3.3 SOCIOECONOMIC ENVIRONMENT ...... 10

3.3.1 Economic Base...... 10 3.3.2 Housing ...... 10 3.3.3 Utilization ...... 10 3.3.4 Infrastructure ...... 10 3.4 SOCIAL ENVIRONMENT...... 10 3.4.1 Recreation...... 10 3.4.2 Cultural Resources ...... 11 3.5 EXISTING SITE CONSIDERATIONS ...... 11 3.5.1 Site Structures...... 11 3.5.2 Security ...... 11 3.5.3 Site Preparation...... 11 4.0 ENVIRONMENTAL CONSEQUENCES ...... 11 4.1 PHYSICAL RESOURCES ...... 12 4.1.1 Contaminants ...... 12 4.1.2 Air Pollution ...... 12 4.1.3 Water Quality ...... 12 4.1.4 Groundwater ...... 12 4.1.5 Permitting...... 12 4.1.6 Aesthetics ...... 12 4.1.7 Noise...... 13 4.1.8 Social Impact and Environmental Justice ...... 13 4.2 BIOLOGIC RESOURCES ...... 13 4.2.1 Vegetation ...... 13 4.2.2 Threatened and Endangered Species ...... 14 4.2.3 Fish and Wildlife...... 14 4.2.4 Insects and Disease ...... 14 4.2.5 Unique Natural Areas...... 14 4.3 ECONOMIC FACTORS ...... 14 4.3.1 Economic Impact...... 14 4.3.2 Energy Use and Conservation ...... 14 4.4 SOCIOECONOMIC RESOURCES ...... 15 4.4.1 Community Asset...... 15 4.4.2 Health and Safety ...... 15 4.4.3 Cultural Resources ...... 15

4.4.4 Solid Waste Management ...... 15 4.5 UNAVOIDABLE ADVERSE EFFECTS ...... 15 4.6 SHORT-TERM USES AND LONG-TERM PRODUCTIVITY ...... 16 4.7 IRREVERSIBLE AND IRRETRIEVABLE COMMITMENT OF RESOURCES ...... 16 4.8 CUMULATIVE IMPACTS ...... 16 4.9 MITIGATION ...... 16 5.0 CONSULTATION AND COORDINATION...... 16 5.1 PERSONS CONSULTED...... 16 5.2 NOTICE OF AVAILABILITY ...... 16

This report consists of four separate volumes as listed below:

Volume I Environmental Assessment (this document), Volume II Phase I Environmental Site Assessment (attached), Volume III Wetlands and Wild Life Assessment (attached), and Volume IV Archaeological Summary (attached)

EXECUTIVE SUMMARY

This report presents the results of the Environmental Assessment performed by Triad

Engineering, Inc. (TRIAD) at the property located along Evergreen Mills Road in Aldie, Loudoun County, Virginia known as the Hanson Property (hereafter referred to as “the Site”, “the subject Site,” or “the Parcel”).

The subject Site is located along Evergreen Mills Road in Aldie, Virginia. The Site consists of one parcel of land that can be identified using Loudoun County Pin Number 201-37-3570. The Site is approximately 257.35-acres and is currently leased to Chantilly Turf and to date, has been used as a sod farm. One single-family home is present on the Site along with related outbuildings. An office building and an old barn and silo (used for storage by Chantilly Turf) are also present on the Site property.

This report consists of four separate volumes and should not be considered complete if the volumes listed below are not included:

• Volume I - Environmental Assessment, • Volume II - Phase I Environmental Site Assessment, • Volume III - Wetlands and Wild Life Assessment, and • Volume IV - Archaeological Summary

Based on the information gathered and reviewed from the federal and state regulatory databases, historical sources, and our site visit and area reconnaissance, it is our professional opinion that four recognized environmental conditions (RECs) were identified in connection with the Site as summarized below:

• One in-service 500-gallon above-ground heating oil storage tank (AST) was identified along the western side of the single-family farm house. No evidence of leaks or overfills were observed. • Approximately six “out of service” and abandoned USTs and ASTs are located near the site barn surrounded by abandoned farm equipment.

• Two 1,000-gallon in-service diesel ASTs are located directly beside the old barn silo and one 250-gallon diesel AST is located on the western side of the Site property, along the main entrance road. No evidence of leaks or overfills were observed.

• A potential petroleum/hydraulic spill was identified near the pond on the western parcel of the Site. A strong odor was present along with stained soil and stressed vegetation around an approximate three square foot contaminated area.

These issues and associated recommendations are described in greater detail in Volume II - Environmental Site Assessment attached to this report.

The site reconnaissance, in addition to the review of the National Wetland Inventory (NWI) Map identified one PSS1/EM1A (Palustrine, Scrub-Shrub, Broadleaved Deciduous/Emergent, Persistent, Seasonally Flooded) wetland habitat and six PUBHx (Palustrine, Unconsolidated bottom, Permanently Flooded, Excavated) wetland habitats (ponds) at the site. Similarly, the Loudoun County Online Mapping System also identifies predicted wetlands throughout the site.

There are no federally listed, threatened or endangered species listed for the Site. However, there are two species of concern (i.e., rare species with no official federal status) listed for Loudoun County, Virginia. These species are the Bald Eagle and the Yellow Lance (a freshwater mussel). Bald Eagles in Virginia congregate along large riverine systems providing nesting, roosting, and feeding preferences for the large raptor. The site does not contain such habitat and no nesting sites have been documented in the vicinity of the site. The Yellow Lance mussel inhabits clean, coarse to medium substrates of freshwater stream systems. Since the site does not contain waterways or watercourses of this type, there is limited potential habitat for the Yellow Lance within the confines of the site.

Based on the information recovered during review of archaeological sites files and widely accepted predictive models for prehistoric potential, the Site is considered to have a moderate to high potential for previously unidentified prehistoric resources within significant portions of the parcel.

None of the findings in this report precludes the use of the Property as the location of the proposed power recreational facility. Environmental Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 1

1.0 PURPOSE AND NEED

1.1 INTRODUCTION

The purpose of this environmental assessment was to identify any environmental concerns associated with the Site. Although environmental concerns may be identified at a property, not all environmental concerns require further investigations and are based in part on site specific conditions.

1.2 DESCRIPTION

The subject Site is located along Evergreen Mills Road in Aldie, Virginia. The Site consists of one parcel of land that can be identified using Loudoun County Pin Number 201-37-3570. The Site consists of approximately 257.35-acres and is currently leased to Chantilly Turf and to date, has been used as a sod farm. Maps identifying the approximate Site location are presented as Figures 1 and 2. Photographs of the Site are presented in Appendix 1.

TRIAD reviewed historical aerial photos of the Site vicinity as provided by the Loudoun County Mapping Office and the Natural Resource Conservation Service in Leesburg, Virginia. Aerial photos from 1979, 1990, 1998, and 2008 were reviewed. A copy of the aerial photographs are included as Figures 10-14.

Year Aerial Photograph Description The subject Site and surrounding properties can be seen. The farm house is 1979 present on the southern portion of the Site. The subject Site and surrounding properties can be seen and appears to be 1990 very similar to the 1979 aerial photograph.

1998 The 1998 aerial photograph is similar to the 1990 aerial photograph.

2008 The 2008 aerial photograph is similar to the 1998 aerial photograph.

Environmental Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 2

1.3 PURPOSE AND NEED FOR THE PROPOSED ACTION

The parcel is proposed for the development as a recreational facility and is planned to include parks and ball fields. Areas of the parcel will be paved for parking and support structures (concession stand, restroom facilities, bleachers, etc.) will be constructed. The County has expressed the need for the proposed sports fields to provide recreational facilities for it’s residents.

1.4 RELATED ENVIRONMENTAL DOCUMENTS

Environmental Documents pertaining to this site include the following:

• Phase I Environmental Site Assessment - prepared by Triad Engineering and presented as Volume II to this Report, • Preliminary Wetlands and Wildlife Assessments - prepared by Triad Engineering and presented as Volume III to this Report, and • Phase IA Archaeological Assessment - prepared by Cultural Resources, Inc. and presented as Volume IV to this Report.

1.5 PERMITS, LICENSES, AND ENTITLEMENTS

Special permits or licenses beyond those commonly required for similar projects are not anticipated for the development of this parcel. A complete wetland and floodplains delineation may be required to identify areas that may be impacted by the proposed development. In addition, a Phase I Archaeological Assessment may be required to identify areas that may be impacted by the proposed development.

2.0 ALTERNATIVES INCLUDING PROPOSED ACTION

2.1 PROPOSED CONSTRUCTION

The parcel is proposed for development as a recreational facility and is planned to include parks and ball fields. Areas of the parcel will be paved for parking and support structures (concession stand, restroom facilities, bleachers, etc.) will be constructed. Environmental Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 3

2.2 OTHER LOCATIONS

The relocation of the recreational facility to another location has not been explored to the knowledge of TRIAD. Loudoun County has reportedly determined that this parcel is the most cost-effective location for the facility and will provide needed access to local residents.

3.0 AFFECTED ENVIRONMENT

3.1 PHYSICAL ENVIRONMENT

3.1.1 Aesthetic The parcel has aesthetic value as an undeveloped and wooded parcel in an increasingly developed area. The site has wildlife and natural resource development consistent with open meadow and forested areas with similar topography.

3.1.2 Climate The climate of this site is typical of sites in the mid-Atlantic and central Virginia. As such, climate is not an element of concern.

3.1.3 Soils/Geology The project site is located within the Piedmont Physiographic Province. According to surface geology maps of Loudoun County, Virginia published by the USGS, the surface geology at the site consists of the Balls Bluff Siltstone, Lacustrine Shale and Siltstone Member of late Triassic age. This member of the Balls Bluff Siltstone is comprised of calcareous and dolomitic shale interbedded with calcareous clayey and sandy siltstone. Although these types of rock can exhibit solution-prone areas, there were no conditions encountered during our investigation that indicate underlying Karst terrain. No existing depressions or sinkholes were observed across the site.

3.1.4 Hydrology A review of the USGS Map identified intermittent and perennial streams and several associated ponds at the site. These streams are unnamed tributaries to Broad Run. In addition, wetlands environments were identified on the parcel. Please refer to Section 3.2.5 for more information. The groundwater potentiometric surface is anticipated to exist as a subdued subsurface replica of the site topography. Based on that assumption, groundwater is anticipated to flow toward the Environmental Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 4

south. It should be noted that the actual groundwater flow direction is often influenced by factors such as soil and bedrock geology, groundwater wells, and other factors beyond the scope of this study.

3.1.5 Air Quality Ambient air quality in the area is considered to be typical of Loudoun County. The construction of the recreational facility should not impair ambient air quality.

3.1.6 Noise For the most part, noise levels at the Site are considered to be low due to the amount of undeveloped property in the site vicinity.

3.1.7 Pollution and Contaminants A Phase I Environmental Site Assessment has been conducted on the property and is included as Volume II of this report. Several conditions of environmental concern were noted during the investigation and are detailed in Volume II.

3.1.8 Prime, Unique, and State Significant Farmlands According to the Virginia Land Conservation Foundation’s Virginia Land Conservation Fund Grant Program, farmland can be classified into three categories: Prime, Unique, and State Significant Farmlands. Each of these categories are defined below:

Prime farmland, is land that has the best combination of physical characteristics for the production of food, feed, fiber, forage, oilseed, and other agricultural crops with minimum input of fuel, fertilizer, pesticides, and labor, and without intolerable soil erosion. Prime farmland includes but is not limited to land that possesses the above characteristics but is currently being used to produce timber or livestock including: cattle, sheep, hogs, goats, horses, or poultry. It does not include land already in, or committed to, urban development or water storage.

Unique farmland, is land other than prime farmland that is used for production of specific high- value food and fiber crops. It has the special combination of soil quality, location, growing season, and moisture supply needed to economically produce sustained high quality or high yields of specific crops when treated and managed according to acceptable farming methods. Environmental Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 5

Examples of such crops include tree nuts and fruits, including grapes and apples, and vegetables.

State significant farmlands are those lands other than prime or unique farmland, which are of statewide or local importance for the production of food, feed, fiber, forage, or oilseed crops. These lands may also include habitats for rare, threatened, or endangered plant or animal species or state-significant natural communities or natural areas of Virginia; or an area containing one or more buildings or places in which historic events occurred or have special public value because of notable architectural, archaeological, or other features relating to the cultural or artistic heritage of the community, of such significance as to warrant conservation and preservation.

The results of this investigation did not reveal any evidence of any of the above-mentioned farmland types. A portion of the Site is currently utilized as a sod farm, no crops are cultivated on the property.

3.1.9 Wild and Scenic Rivers Several ponds and intermittent and perennial streams were observed on the Site. However, according to the Virginia Department of Conservation and Recreation Scenic Rivers Program no surface water bodies characterized as Scenic are present on the Site. Please refer to Section 3.2.5 if this report for more information.

3.2 BIOLOGICAL ENVIRONMENT

TRIAD conducted a review of readily available data, including USGS topographic maps, National Wetland Inventory maps, aerial infrared imagery, and on-line queries of plant and wildlife databases maintained by the Virginia Department of Game & Inland Fisheries and Virginia Division of Natural Heritage. Field surveys were conducted to verify the results of the data collection.

3.2.1 Vegetation According to the Virginia Department of Conservation and Recreation (DCR), Natural Heritage Program, the natural forest cover type for this region is the low-elevation mesic forest. However, due to the use of the Site as a sod farm, the majority of the tree cover has been Environmental Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 6

cleared. On this basis, the forest cover at the site, although resembling the natural forest cover type is somewhat a derivative or descendent of the natural forest composition.

As a result of an on-site inspection, it is our conclusion that there are three ecological communities present at the site. All of these communities have evolved with significant human alteration (the use of the Site as a sod farm). Brief discussions of these ecological communities are presented below. The survey results are presented in greater detail in Volume III of this report.

• Forested Wetland - is characterized by woody vegetation that is 20 feet tall or taller. Forested Wetlands are most common in the eastern and occur only in the Palustrine and Estuarine Systems and normally possess an overstory of trees, an understory of young trees or shrubs, and a herbaceous layer.

• Scrub-shrub wetlands - includes areas dominated by woody vegetation less than 20 feet tall. The species include true shrubs, young trees, and trees or shrubs that are small or stunted because of environmental conditions. Scrub-Shrub Wetlands may represent a successional stage leading to Forested Wetland, or they may be relatively stable communities.

• Palustrine emergent wetlands - this community is characterized by erect, rooted, herbaceous hydrophytes, excluding mosses and lichens. This vegetation is present for most of the growing season in most years. These wetlands are usually dominated by perennial plants. All water regimes are included except subtidal and irregularly exposed.

3.2.2 Threatened and Endangered Species

TRIAD obtained and reviewed published sources regarding federally listed rare, threatened, and endangered species in Loudoun County, Virginia as maintained by the United States Fish and Wildlife Service (USFWS). Upon reviewing this publication it was determined that there are no federally listed, threatened or endangered species in Loudoun County, Virginia or in an adjacent county. However, there are two species of concern (rare species with no official federal status) listed for Loudoun County, Virginia. Brief discussions of these federally listed species of Environmental Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 7

concern are presented below. The survey results are presented in greater detail in Volume III of this report. • Haliaeetus leucocephalus (Bald Eagle); Status G5 - on June 28, 2007 the USFWS delisted the Bald Eagles’ status from threatened to a specie of concern since its distribution and abundance is dictated by its preferred habitat. Bald Eagles in Virginia congregate along large riverine systems providing nesting, roosting, and feeding preferences for the large raptor. The site does not contain such habitat and no nesting sites have been documented in the vicinity of the site. Furthermore, the site is located more than 5 miles from the Potomac River, which is the closest suitable habitat. Therefore, no impacts to Bald Eagles or their preferred habitat are anticipated.

• Elliptio lanceolata (Yellow Lance); Status G2G3 - this mussel inhabits clean, coarse to medium substrates of freshwater stream systems. It can be found in streams ranging from 3 feet to the channels of the larger rivers in the Atlantic Coastal Basins. Since the site does not contain any large waterways or watercourses, there is little potential habitat for the Yellow Lance within the confines of the site; therefore, no impacts to the Yellow Lance are anticipated.

In summary, TRIAD performed a limited investigation for the presence of federally listed rare, threatened, and endangered species and for the presence of suitable habitat for federally listed rare, threatened, and endangered species at the site. As a result of our investigation, it is our conclusion that the site does not contain any federally listed rare, threatened, and/or endangered species or suitable habitat for such; therefore, impacts to federally listed rare, threatened, and/or endangered species as a result of site improvements are not anticipated. Additionally, since potentially suitable habitat for federally listed threatened or endangered species is determined to be absent, a species specific inventory or survey by a certified or state approved consultant is, in our opinion, not warranted.

3.2.3 Fish and Wildlife The Site is expected to support populations of wildlife typical for early to late successional forests of the Piedmont province. Populations of wildlife species typical of old fields will be likely be prevalent due to the open nature of the Site. Populations of fish and other aquatic organisms Environmental Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 8

are also likely due to the presence of several streams and ponds. Populations of wetlands species may exist in the areas of wetland environments present on the Site.

3.2.4 Insects and Disease No insect species were listed on any endangered species lists. The only insects expected to be present at the Site should be typical of those found in forested and/or wetlands settings. As such, it is likely that the area will include ticks and mosquitoes which may be carriers of a variety of diseases. Because the planned use for the Site is for a recreational facility, the habitat of these insects will likely be greatly reduced and therefore the risk of disease on this site should be significantly reduced.

3.2.5 Wetlands and Floodplain

TRIAD, in general accordance with the Routine Wetlands Determination Method as outlined in the 1987 U.S. Army Corps of Engineers (Corps) Wetlands Delineation Manual, performed a preliminary investigation to determine if jurisdictional waters of the U.S. and/or waters of the Commonwealth of Virginia, including wetlands, exist at the site. This included an office analysis and an on-site inspection, which occurred on October 7 and 8, 2008 respectively, but it did not include delineation with flagging or a field-run survey. The survey results are presented in greater detail in Volume III of this report.

The site drains to the south via several unnamed tributaries toward Broad Run. Broad Run is located approximately 400 yards south-southwest of the site and is a tributary of the Potomac River. According to the Flood Insurance Rate Map (FIRM), there is a small floodplain area located on the southern portion of the Site.

A review of the National Wetland Inventory (NWI) Map identified one PSS1/EM1A (Palustrine, Scrub-Shrub, Broadleaved Deciduous/Emergent, Persistent, Seasonally Flooded) wetland habitat and six PUBHx (Palustrine, Unconsolidated bottom, Permanently Flooded, Excavated) wetland habitats (ponds) at the site. Similarly, the Loudoun County Online Mapping System also identifies predicted wetlands throughout the site. Brief discussions of the Relatively Permanent Waterways (RPWs), including wetlands, areas are as follows:

Environmental Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 9

• Four RPWs consisting of unnamed tributaries to Broad Run were identified at the site. These unnamed tributaries to Broad Run consist of incised stream channels with evident beds and banks that exhibit an ordinary high water mark (OHWM). At the time of the on- site investigation, these RPWs contained little to no base flow; however, the duration of base flow, i.e., whether it is persistent or seasonal, could not be ascertained based on a point in time observation. Regardless, these RPWs would be considered as jurisdictional waters of the U.S. as a result of a significant nexus to a traditional navigable water (TNW) and as waters of the State. On this basis these RPWs would be subject to regulation by the Corps under Section 404 of the Clean Water Act (CWA) and the Virginia Department of Environmental Quality (DEQ) under the Virginia Water Protection (VWP) program.

• Five ponds were identified at the site. All five ponds are in-stream impoundments that consist of excavated basins with an earthen embankment. These ponds all appear to maintain a static water surface elevation and exhibit an OHWM. In addition, as in- stream impoundments, they discharge to the unnamed tributaries to Broad Run via some type of principal and/or emergency outlet structure or, in some cases, via seeping though their embankments. These ponds would be considered open water habitats subject to regulation by the Corps under Section 404 of the CWA and the DEQ under the VWP program.

• Areas of Palustrine emergent, scrub-shrub, and forested wetlands were identified at the site. These wetland areas abut, or have a continuous surface connection to, the aforementioned unnamed tributaries to Broad Run or one of the associated in-stream impoundments. These wetlands contain hydrophytic vegetation with greater than 50% of the dominant plant species having a FAC, FACW, or OBL indicator status; indicators of hydric soils, i.e., low chroma values with mottling and sometimes concretions; and wetland hydrology indicators in various forms. These wetlands would be subject to regulation by the Corps under Section 404 of the CWA and the DEQ under the VWP program. Environmental Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 10

3.3 SOCIOECONOMIC ENVIRONMENT

The following sections summarize potential socioeconomic effects of the proposed development of the Site.

3.3.1 Economic Base The majority of the site is presently undeveloped and has a minimal contribution to the economic base of the area via it’s utilization as a sod farm to date. The sod farm employs a small staff who would likely no longer be employed should the Site be developed as planned. However, the economic impact is expected to be minimal.

3.3.2 Housing One single family home currently exist on the Site and would likely be demolished during planned site development.

3.3.3 Utilization As noted, the Site is currently developed with one single family home and to date is utilized as a sod farm.

3.3.4 Infrastructure Route 621 (Evergreen Mills Road) runs through the western-central portion of the property (divides the two parcels) and provides direct access to the Site. Utility easements (electric, water, etc.) are present on and/or adjacent to the property.

3.4 SOCIAL ENVIRONMENT

The following sections describe the impacts (if any) of the proposed development of the parcel.

3.4.1 Recreation The Site is planned on being re-developed into a recreational facility composed of several ball fields and associated support infrastructure and will provide local County residents with access to these facilities. Environmental Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 11

3.4.2 Cultural Resources Portions of the Site have been assessed as having a probability for in-situ archaeological resources. These areas are: a high-probability zone that the includes the level, well-drained landforms near the unnamed tributaries of Broad Run, an intermediate-probability zone that includes the other relatively level, and moderately well-drained to well-drained areas located more than 800 feet from a stream, and low-probability areas that consist of poorly drained and steeply sloping landforms. The Site consists of approximately 257.35 acres, with the high probability zone consisting of approximately 43 acres, the moderate probability zone consisting of approximately 80 acres, and the low potential zone consists of the remaining approximate 134.35 acres. Please refer to Volume IV of this report for more information.

3.5 EXISTING SITE CONSIDERATIONS

3.5.1 Site Structures There is presently one single family home, several barns, and an office structure for the sod farm on the Site. The house located on the Site, known as The Alexander Lee House, is believed to date to the 1830’s and has not been evaluated for National Register of Historic Places (NHRP) eligibility. None of the remaining structures is considered architecturally or historically significant.

3.5.2 Security No security measures are at this site. During construction activities, security measures (fencing) will be implemented to prevent access to the Site by unauthorized persons.

3.5.3 Site Preparation

In order to appropriately grade the planned fields and associated parking areas, cut and fill operations are likely during site development. Stripping of a portion of the site vegetation is also anticipated, however, planned tree preservation areas and other “green” areas are likely to be required by the County.

4.0 ENVIRONMENTAL CONSEQUENCES

This Section describes the potential environmental consequences of the proposed development of the parcel. Environmental Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 12

4.1 PHYSICAL RESOURCES

4.1.1 Contaminants Proposed activities at the Site are unlikely to result in a release of contaminants to the environment or result in a contaminant waste stream. Solid waste management will be handled per Section 4.4.4 of this report.

4.1.2 Air Pollution Other than during the brief construction period and during site ingress and egress by visitors, it is unlikely an increase in air pollution will be experienced as a result of use of this Site.

4.1.3 Water Quality Surface water quality impacts are not anticipated at the Site, however, some re-direction of overland flow is likely and will be implemented under appropriate permits. Typical stormwater management and best management practices for site work performed in the Chesapeake Bay watershed will need to be implemented during the planning and development of the Site.

4.1.4 Groundwater The quality of groundwater is not expected to be affected by the planned use of the Site.

4.1.5 Permitting Permitting for sedimentation and erosion control and for stormwater discharge under the National Pollutant Discharge Elimination System (NPDES) as well as the Chesapeake Bay Clean Water Ordinance will need to be followed in the planning and construction phases.

4.1.6 Aesthetics The ball fields and associated structures will likely be visible to local residents, and a vegetation screen may be required to limit visual impact to adjoining properties. However, the Site is located in a rapidly developing area and visual impact should be negligible. Environmental Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 13

4.1.7 Noise Ambient noise levels are expected to only occur during the brief construction period. Following this time, occasional noticeable noise impacts to nearby residences or businesses may occur during sporting events.

4.1.8 Social Impact and Environmental Justice Socioeconomic considerations of the recreational facility project include the added demands of the construction work force on the local and regional infrastructure (e.g., schools, medical services, fire and police protection, roadways). However, in this case, the project is small in nature and the impact on local infrastructure will be minimal. In addition, the recreational facility will be accessible to all County residents and will provide needed additional publically- accessible green space.

The value of lands removed from agricultural production due to losses from the redevelopment as a recreational facility will be addressed by Loudoun County in their assessment. The change in tax rates caused by removal of land from production should be considered in the impact analysis. Because this transaction is being conducted as part of a land-swap with Dominion Power providing a parcel of land of equal or greater value to Loudoun County, the overall tax basis should remain unchanged. However, there may be potential impacts on local property values adjacent to the recreational facility and this potential impact should be evaluated.

4.2 BIOLOGIC RESOURCES

The following Sections describe the biologic resources as they currently exist on the parcel and any impact the proposed development may have.

4.2.1 Vegetation The overall composition of vegetation at the Site will likely be relatively the same as it’s current state. The majority of the planned development will be as ball fields and the current use of the majority of the property is as a sod farm. Therefore, grasses will remain as the predominant vegetative cover. As noted above, it is likely that tree preservation areas will be incorporated into the development plan for the Site and the wetlands environments will continue to be protected and/or mitigated. Environmental Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 14

4.2.2 Threatened and Endangered Species The site does not contain any federally listed rare, threatened, and/or endangered species or suitable habitat for such; therefore, impacts to these species as a result of site improvements are not anticipated.

4.2.3 Fish and Wildlife The Site is expected to support populations of wildlife typical for early to late successional forests of the Piedmont province. Populations of wetlands species may be present in the limited areas of wetland environments present on the Site. These species may be slightly impacted during the construction period.

4.2.4 Insects and Disease There are no endangered insect species that would be affected. Development of the Site is likely to reduce the habitat of potential disease-carrying insects and the risk of disease on this site should be reduced.

4.2.5 Unique Natural Areas There are no unique natural areas on either site that would be affected by the proposed development.

4.3 ECONOMIC FACTORS

The following Sections describe the economic factors of the proposed development of the parcel.

4.3.1 Economic Impact The community should not experience an economic loss by the transfer of ownership and/or development of the Site. It is likely that the influx of visitors to the recreational facility may increase sales at local establishments.

4.3.2 Energy Use and Conservation

Energy use is dependant upon the final construction plans for the facility and whether or not lights will be installed on the fields. Otherwise, energy use should be minimal. Environmental Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 15

4.4 SOCIOECONOMIC RESOURCES

4.4.1 Community Asset As noted, the Site will be developed as a recreational facility and provide several sporting fields to County residents, thereby creating an asset to the County.

4.4.2 Health and Safety Health and safety matters relating to the development of the Site will be consistent with Loudoun County policies for new construction development at similar sites. Construction activities will be under the purview of OSHA and site designs will consider the health and safety issues applicable to the development of wooded areas.

4.4.3 Cultural Resources Based on the information presented in Volume IV of this report, portions of the Site are considered to have a moderate to high potential for previously unidentified prehistoric resources.

4.4.4 Solid Waste Management Solid waste generation at the Site is anticipated to occur during the construction period as well as during sporting events at the facility. It is planned that recyclable material will be containerized separately for transfer to a recycling station. Other solid waste will be managed per County regulations.

4.5 UNAVOIDABLE ADVERSE EFFECTS

No recognized adverse environmental effects are expected from the development of the Site. To the extent reported herein, all identified cultural, historic, and environmental features on this site have been identified and can be delineated to allow for development that does not impact these features. The development plans should attempt to leave as many existing trees as possible and new trees and shrubs should be planted to preserve the character of the site and to replace those removed during construction activities. Environmental Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 16

4.6 SHORT-TERM USES AND LONG-TERM PRODUCTIVITY

The anticipated purpose and use of the Site as a location for a recreational facility is not expected to change over the long-term.

4.7 IRREVERSIBLE AND IRRETRIEVABLE COMMITMENT OF RESOURCES

The commitment of material, fiscal, and engineering resources to the initial clearing and improvement of the Site is an irretrievable one. However, fiscal recovery may be made via usage fees for the facility.

4.8 CUMULATIVE IMPACTS

The development and operations of the Site will not likely cause cumulative impacts on the region.

4.9 MITIGATION

Minor mitigation on the Site may be required for small areas of isolated wetlands which may or may not be hydraulically connected to an intermittent drainage course. The mitigated wetlands can be connected to more dependable water sources and can be made to be more functional that an isolated wetland.

5.0 CONSULTATION AND COORDINATION

5.1 PERSONS CONSULTED

In addition to the signatories to this report, the following individuals were consulted during the preparation of this environmental assessment: • Mr. Paul L. Brown, Loudoun County, The Office of County Administrator • Mr. Tim Kellerman, Triad Engineering, Wetlands and Biological Specialist • Ms. Sara C. Ferland, M.A., R.P.A., Cultural Resources, Inc., Principal Investigator

5.2 NOTICE OF AVAILABILITY

This report of Environmental Assessment is available in the Loudoun County Office of County Administrator, located at 1 Harrison Street, S.E., in Leesburg, Virginia. TRIAD TRIAD ENGINEERING

PHASE I ENVIRONMENTAL SITE ASSESSMENT

Hanson Property Aldie, Virginia

TRIAD Project No.: 05-08-0105

Prepared For:

Loudoun County Office of County Administrator ATTN: Mr. Paul L. Brown 1 Harrison Street, S.E. Leesburg, Virginia 20176

Prepared By:

TRIAD ENGINEERING, INC. 210 North 21st Street, Suite D Purcellville, Virginia 20132

September 2008

TABLE OF CONTENTS

COVER SHEET TRANSMITTAL LETTER TABLE OF CONTENTS LIST OF FIGURES LIST OF APPENDICES EXECUTIVE SUMMARY

SECTION PAGE 1.0 INTRODUCTION...... 1 1.1 Purpose...... 1 1.2 Scope of Services ...... 2 1.3 Significant Assumptions...... 3 1.4 Limitations and Exceptions ...... 3 1.5 Special Terms and Conditions ...... 4 1.6 User Reliance...... 4 2.0 SITE DESCRIPTION...... 5 2.1 Location and Legal Description...... 5 2.2 Current Use of the Property ...... 5 2.3 Utilities...... 6 2.4 Current Uses of the Adjoining Properties...... 6 3.0 USER PROVIDED INFORMATION ...... 8 3.1 Title Records ...... 8 3.2 Environmental Liens or Activity and Use Limitations ...... 8 3.3 Specialized Knowledge...... 8 3.4 Commonly Known or Reasonably Ascertainable Information...... 8 3.5 Valuation Reduction for Environmental Issues ...... 8 3.6 Owner, Property Manager, and Occupant Information ...... 8 3.7 Reason for Performing Phase I ESA ...... 8 3.8 Historical Documentation Review ...... 8 4.0 RECORDS REVIEW ...... 9 4.1 Federal Records Database Summary...... 9 4.2 State and Local Database...... 11 4.3 Orphan Summary...... 11 4.4 Local Regulatory Agencies ...... 12 4.5 Physical Setting Sources ...... 12 4.5.1 Geologic Setting...... 12 4.5.2 Hydrogeologic Setting...... 13 4.5.3 Limited Wetlands Survey …………………………………………………………………. 13 4.6 Historical Ownership Information ...... 13 4.7 Historical Use Information of the Property ...... 13 4.7.1 Historical Aerial Photograph Review ...... 13 4.8 Historical Use Information of Adjoining Properties ...... 14

TABLE OF CONTENTS SECTION PAGE

5.0 SITE RECONNAISSANCE ...... 15 5.1 Methodology and Limiting Conditions ...... 15 5.2 Exterior Observations (Site)...... 16 5.3 Interior Observations (Site)…………………………………………………………………………18 6.0 INTERVIEWS...... 19 6.1 Interview with Owner...... 19 6.2 Interview with Site Manager...... 19 6.3 Interviews with Local Government Officials ...... 19 6.4 Interviews with Others...... 19 7.0 FINDINGS ...... 20 8.0 OPINION ...... 22 9.0 CONCLUSIONS...... 23 10.0 DEVIATIONS ...... 24 11.0 ADDITIONAL SERVICES...... 25 12.0 REFERENCES...... 26 13.0 SIGNATURES OF ENVIRONMENTAL PROFESSIONALS...... 27 14.0 QUALIFICATIONS OF ENVIRONMENTAL PROFESSIONALS...... 28

FIGURES

Figure 1 Site Vicinity Topographic Map (USGS) Figure 2 Site Vicinity Map (Mapquest) Figure 3 Topographic Map (LCMS) Figure 4 Tax Map (LCMS) Figure 5 Floodplains Map (LCMS) Figure 6 Predicted Wetlands Map (LCMS) Figure 7 Groundwater Wells Map (LCMS) Figure 8 Drain Fields Map (LCMS) Figure 9 Potential Pollutant Sources Map (LCMS) Figure 10 Aerial Photograph 1979 Figure 11 Aerial Photograph 1990 Figure 12 Aerial Photograph 1998 Figure 13 Aerial Photograph 2008

APPENDICES

Appendix 1 Site Photographs Appendix 2 Record of Communication and Fire Marshall Letter Appendix 3 EDR Radius Map Report Appendix 4 Sanborn Maps Report Appendix 5 Resumes of Environmental Professionals

EXECUTIVE SUMMARY

The following Executive Summary is an integral part of this Phase I ESA Report and may not be removed or distributed separately. Important information regarding the status of the subject property is included elsewhere in this Report and is not presented in this Executive Summary. Any individual copies of the Executive Summary without the ESA Report, or copies of the ESA Report without the Executive Summary, should not be considered valid and should not be relied upon for any decisions or conclusions regarding the subject property.

This report presents the results of the Phase I Environmental Site Assessment (ESA) performed by Triad Engineering, Inc. (TRIAD) at the property located along Evergreen Mills Road in Aldie, Loudoun County, Virginia known as the Hanson Property (hereafter referred to as “the Site” or “the subject Site.”) This Phase I ESA was conducted in general conformance with the Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, hereafter referred to as ASTM E1524-05. Any exceptions to, or deletions from, this practice are described in Section 10.0 of this report.

The subject Site is located along Evergreen Mills Road in Aldie, Virginia. The Site consists of one parcel of land that can be identified using Loudoun County Pin Number 201-37-3570. The site consists of approximately 257.35-acres and is currently leased to Chantilly Turf and to date, has been used as a sod farm. One single-family home is currently present on the Site along with related outbuildings. An old barn and silo, which is used for storage by Chantilly Turf, is also present on the Site property.

Based on the information gathered and reviewed from the federal and state regulatory databases, historical sources, and our site visit and area reconnaissance, it is our professional opinion that four (4) recognized environmental conditions (RECs) were identified in connection with the Site;

• One 500-gallon above-ground heating oil storage tank (AST) was identified along the western side of the single-family farm house. During our site investigation, the tank was approximately three-quarters full and was observed as in good condition. No evidence of leaks or overfills were observed. If this AST is not intended for the future use, then it should be closed in accordance with applicable federal, state and local regulations to include an appropriate assessment for potential petroleum leakage.

• Approximately six “out of service” USTs and ASTs are located near the site barn surrounded by abandoned farm equipment. The empty USTs located around the abandoned farm equipment should be disposed/recycled off-site in accordance with appropriate regulations and/or guidelines.

• Two 1,000-gallon diesel ASTs are located directly beside the old barn silo and one 250- gallon diesel AST is located on the western side of the Site property, along the main entrance road . These ASTs are currently being utilized by Chantilly Turf to fuel their on- site equipment. During the Site investigation, no staining of vegetation or overflow was observed.

• TRIAD identified a potential petroleum/hydraulic spill near the pond that was used for irrigation purposes. A strong odor was present along with stained soil and stressed vegetation around an approximate three square foot contaminated area. TRIAD recommends that the extent of the spill/release should be investigated.

Although the following items are not considered recognized environmental conditions, they were noteworthy during the site investigation:

• There are a minimum of three (3) pole-mounted transformers that do not have “Non- PCB” labels on the Site property; therefore, they may contain PCB-contaminated oils. However, there was no evidence of leakage observed on the transformer or the ground surface. Furthermore, those transformers are owned and maintained by the local electric company, which would be responsible for any releases associated with these transformers. It is recommended that the local electric utility be contacted in order to have these transformers properly removed and disposed of off site in accordance with applicable regulation.

• During site reconnaissance, one domestic groundwater well was identified on the Site property. It is recommended that this well, and any others on the site property, be abandoned in accordance with applicable local government and/or health department guidelines.

• There are one apparent septic system located near the Site residence. It is recommended that the septic system, and any other on the site property, be abandoned in accordance with applicable local government and/or health department guidelines.

• There are several pieces of abandoned farm equipment throughout the central portion of the Site. The majority of this abandoned farm equipment lies along tree lines and access roads. Small piles of debris was also discovered during the Site walk. A limited visual inspection of this material did not indicate any conditions which would pose a significant risk to the environmental integrity of the subject site at the present time.

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1.0 INTRODUCTION

1.1 Purpose The purpose of this Phase I environmental site assessment (ESA) was to identify recognized environmental conditions (RECs) at the Site with respect to the range of contaminants within the scope of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) and petroleum products. Therefore, as defined in ASTM E 1527-05, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process (ASTM E 1527-05), a REC is defined as:

“the presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or a material threat of a release of any hazardous substances or petroleum products into structures on the property or into the ground, groundwater, or surface water of the property. The term includes hazardous substances or petroleum products even under conditions in compliance with laws. The term is not intended to include de minimis conditions that generally do not present a threat to human health or the environmental and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Conditions determined to be de minimis are not recognized environmental conditions.”

As further identified in ASTM E 1527-05, the goal of the Phase I ESA is additionally as follows:

“this practice is intended to permit a user to satisfy one of the requirements to qualify for the innocent landowner, contiguous property owner, or bona fide prospective purchaser limitations on CERCLA liability that is, the practice that constitutes “all appropriate inquiry into the previous ownership and uses of the property consistent with good commercial or customary practice” as defined in 42 USC §9601(35)(B).

Although RECs may be identified at a property, not all RECs require further investigations and are based in part on site specific conditions. TRIAD has identified four (4) RECs on the Site.

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• One 500-gallon above-ground heating oil storage tank (AST) was identified along the western side of the single-family farm house. During our site investigation, the tank was approximately three-quarters full and was observed as in good condition. No evidence of leaks or overfills were observed. If this AST is not intended for future use, then it should be closed in accordance with applicable federal, state and local regulations to include an appropriate assessment for potential petroleum leakage.

• Approximately six “out of service” USTs and ASTs are located near the site barn surrounded by abandoned farm equipment. The empty USTs located around the abandoned farm equipment should be disposed/recycled off-site in accordance with appropriate regulations and/or guidelines.

• Two 1,000-gallon diesel ASTs are located directly beside the old barn silo and one 250- gallon diesel AST is located on the western side of the Site property, along the main entrance road . These ASTs are currently being utilized by Chantilly Turf to fuel their on- site equipment. During the Site investigation, no staining of vegetation or overflow was observed.

• TRIAD identified a potential petroleum/hydraulic spill near the pond that was used for irrigation purposes. A strong odor was present along with stained soil and stressed vegetation around an approximate three square foot contaminated area. TRIAD recommends that the extent of the spill/release should be investigated.

1.2 Scope of Services

As directed in ASTM E 1527-05, TRIAD reviewed reasonably ascertainable Standard and Additional Environmental Record Sources provided by Environmental Data Resources, Inc. (EDR), Physical Setting Sources which included the United States Geological Survey (USGS) 7.5-minute topographic quadrangle maps, Map Quest street maps, and other available sources.

In addition, TRIAD reviewed Standard Historical Sources which included aerial photographs and information obtained from State and Federal Agencies as available.

TRIAD performed Site reconnaissance activities and obtained digital photographs to document current on-site conditions and to identify potential RECs. This Phase I ESA report documents

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the findings of our investigations and has been prepared in general accordance with the provisions of ASTM E 1527-05.

Our scope of services for this ESA did not include any assessments or testing outside the scope of the ASTM Standard.

1.3 Significant Assumptions

TRIAD had sufficient access to inspect the Site; therefore, it is assumed that TRIAD could adequately inspect the Site in general accordance with ASTM E 1527-05. Although TRIAD did not enter adjoining or adjacent properties to inspect for the presence of potential RECs, TRIAD was able to visually observe, at a minimum, the exterior portions of structures and associated exterior land-uses at the adjoining and adjacent properties. Therefore, TRIAD assumed that adjoining land-uses were consistent with the activities that could be readily observed from the adjoining property boundaries or from public roads.

1.4 Limitations and Exceptions This report has been prepared for the sole and exclusive use of Loudoun County Office of Capital Construction and may not be issued to any others, in whole or in part, without the written permission of TRIAD. This report has been prepared in accordance with generally accepted environmental practices and in general conformance with ASTM 1527-05, and does not include any special services that are not specifically defined in the Standard. No other warranty, either expressed or implied, is made.

For the purposes of this Phase I ESA, the terms “subject Site,” “subject Property,” and “Site” refers to the land within the property boundaries. The term “surrounding vicinity” generally refers to properties within a one-mile radius of the Site. The term “adjoining properties” refers to land contiguous to the Site. The term “adjacent properties” or “neighboring properties” refers to land proximal to the Site.

It is important to note that environmental evaluations are inherently limited in the sense that conclusions are drawn from information obtained from limited research and Site evaluation. For these types of evaluations, it is often necessary to utilize information prepared by others and as such, TRIAD cannot be responsible for the accuracy of such information and we do not assume responsibility for conditions that were not divulged to us during the preparation of this report.

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It should also be noted that our assessment is considered to be valid only at the time and locations investigated and that conditions within the Site may vary with time. The nature and extent of these variations may only become evident during the course of future investigations or development. This report was not and is not intended to establish the compliance status of the subject property with Federal, State, or Local environmental regulations. We have performed our services in general accordance with ASTM E 1527-05 for conducting a Phase I ESA and make no other warranty, either expressed or implied, as to the professional services and advice contained herein.

1.5 Special Terms and Conditions There were no special terms and conditions in-place with regard to the findings or our expressed opinion regarding recognized environmental conditions potentially associated with the Site.

1.6 User Reliance

TRIAD performed the Phase I ESA work tasks in general accordance with ASTM E 1527-05. As such, the user may rely upon the findings of the Phase I ESA report, subject to the scope of services, significant assumptions, limitations and exceptions, and special terms and conditions as described in the Phase I ESA report. TRIAD emphasizes that this Phase I ESA does not guarantee that unobserved conditions, undocumented incidents, or information withheld concerning environmental conditions at the Site will not affect the level of environmental risk or potential liability at the Site.

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2.0 SITE DESCRIPTION

2.1 Location and Legal Description The subject Site is located along Evergreen Mills Road in Aldie, Virginia. The Site consists of one parcel of land that can be identified using Loudoun County Pin Number 201-37-3570. The site consists of approximately 257.35-acres and is currently leased to Chantilly Turf and to date, has been used as a sod farm. One single-family home is currently present on the Site along with related outbuildings. An old barn and silo, which is used for storage by Chantilly Turf, is also present on the Site property. Maps identifying the approximate Site location are presented as Figures 1 and 2. Photographs of the Site are presented in Appendix 1.

2.2 Current Use of the Property To date, the Site has been used as a sod farm and is currently leased by Chantilly Turf. Two single-family homes are present on the Site along with related outbuildings. An old barn and silo, which is used for storage by Chantilly Turf, is also present on the Site property. The construction details for the structures on the Site are summarized on the following table:

Farm House

Age 1870

Current Use Rental for Chantilly Turf employees Single family home in existing structure. Prior Use

Building Height Two-stories.

Building Sq. Ft. Approximately 2,219 square feet

Construction Aluminum and Vinyl

Façade Vinyl

Roofing n/a

Flooring n/a

Interior Walls n/a

Ceiling n/a

Lighting n/a

Heating and Heating oil-fueled Cooling

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2.3 Utilities The Site currently has aboveground power lines, supplied by Dominion Power.

2.4 Current Uses of the Adjoining Properties Current land-uses of the properties that are immediately adjoining and adjacent to the subject Site are summarized on the following table. Findings of the cursory observations are summarized on the succeeding table:

Topographic Direction Boundary Feature Relation North The Site is bound to the North by woodlands. Cross Gradient East The Site is bound to the East by woodlands. Cross Gradient The Site is bound to the South by Evergreen Mills Road and South Cross Gradient woodlands. West The Site is bound to the West by woodlands and open fields. Cross Gradient

Site Vicinity Observations The following table summarizes uses and current conditions observed (cursory inspection) on the adjoining and neighboring properties identified in the above table consistent with the ASTM E1527-05, Section 9.0 Site Reconnaissance, Subsection 9.4.1.3 Uses and Conditions of Adjoining Properties. For each use or condition identified for adjoining properties, a detailed explanation discussing the significance of the recognized environmental condition or level of environmental threat to the Site is given.

Yes No Observed Conditions • Pits, Ponds, or Lagoons • Rail Road Lines or Spurs • Septic System • Heavy Equipment • Drums or Storage Containers • Odors • Landfills or Dumping Activities • Waste Water Discharge • USTs/ASTs Systems and Piping • PCB-Containing Equipment and Transformers • Industrial/Manufacturing Activities • Hydraulic Lifts or Equipment • Wells • Remedial Activities • Stained Soils or Pavement • Leachate or Seeps

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• Stressed Vegetation • Chemical Spills or Releases • Surface Water Contamination • Oil/Gas Exploration or Refinery Operations • Farm Waste Concerns • Pesticides or Herbicides • Contaminant Migration • Regulated Substances • Other Environmental Concerns

Ponds During site reconnaissance, a pond was observed on the property located on the western side of Evergreen Mills Road and immediately north of the Site; however, this pond does not appear to affect the environmental integrity of the Site.

Groundwater Supply Wells and Septic Systems The adjacent property to the immediate north of the Site is supplied via private groundwater supply well and septic system; however, this groundwater supply well and septic system does not appear to affect the environmental integrity of the Site.

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3.0 USER PROVIDED INFORMATION

3.1 Title Records Land title records were not provided by the client as part of this assessment.

3.2 Environmental Liens or Activity and Use Limitations The Client was not aware of any information regarding environmental liens or voluntary cleanups against the Site.

3.3 Specialized Knowledge

The Client did not have any specialized knowledge regarding the history and/or use of the Site that would exceed what might typically be expected to be available to an environmental professional performing an ESA. A record of communication is included in Appendix 2.

3.4 Commonly Known or Reasonably Ascertainable Information The Client is unaware of any reasonably ascertainable information, within the local community, about the property that is material to RECs in connection with the Site.

3.5 Valuation Reduction for Environmental Issues The Client was unaware of any reduction in the value of the Site property due to the actual or perceived environmental issues. ASTM Practice E 1527-05, “does not require that a real estate appraisal be obtained in order to ascertain fair market value of the property.”

3.6 Owner, Property Manager, and Occupant Information The Site is currently owned by the Bernice Hanson, et,als. Trustees.

3.7 Reason for Performing Phase I ESA The Phase I ESA was performed as a requirement of a pending real estate transaction.

3.8 Historical Documentation Review

The Client did not provide TRIAD with historical documentation pertaining to the subject property.

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4.0 RECORDS REVIEW

A computerized search of federal and local environmental databases was compiled by Environmental Data Resources, Inc. (EDR) on September 8, 2008 (Report No: 2311716.1s). EDR compiled the search of federal and state databases that included records of hazardous waste permits and activities, compliance histories and documented on-site contamination within the specified radius. This report was designed to assist parties seeking to meet the search requirements of the EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), ASTM E 1527-05, or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate.

The following tables are a summary of the sites found in the EDR database report. If the subject Site was identified on the EDR database report, then the “Yes” column is marked and is further explained in the following subsections. Likewise, if a neighboring, adjoining, or adjacent property is identified on the database report, the environmental threat potential to the subject Site is assessed and marked in the “Yes” column. Only those sites that have the assessed potential to environmentally threaten or pose an environmental impact to the subject Site will be further summarized in the following subsections. The complete EDR database report is attached as Appendix 3.

4.1 Federal Records Database Summary

Neighboring and Adjoining Search Subject Site Total Properties Database Radius Sites (mile) Plotted Identified? Identified? REC Yes No Yes No Yes No NPL 1.125 0 • • • Proposed NPL 1.125 0 • • • Delisted NPL 1.125 0 • • • NPL LIENS 0.125 0 • • • CERCLIS 0.625 0 • • • CERC-NFRAP 0.625 0 • • • LIENS 2 0.125 0 • • • CORRACTS 1.125 0 • • • RCRA-TSDF 0.625 0 • • • RCRA-LQG 0.375 0 • • • RCRA-SQG 0.375 0 • • • RCRA-CESQG 0.375 0 • • • RCRA-NON GEN 0.250 0 • • •

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Neighboring and Adjoining Search Subject Site Total Properties Database Radius Sites (mile) Plotted Identified? Identified? REC Yes No Yes No Yes No US eng Controls 0.625 0 • • • US inst Controls 0.625 0 • • • ERNS 0.125 0 • • • HMIRS 0.125 0 • • • DOT OPS 0.125 0 • • • US CDL 0.125 0 • • • US BROWNFIELDS 0.625 0 • • • DOD 1.125 0 • • • FUDS 1.125 0 • • • LUCIS 0.625 0 • • • CONSENT 1.125 0 • • • ROD 1.125 0 • • • UMTRA 0.625 0 • • • DEBRIS REG 9 0.500 0 • • • ODI 0.625 0 • • • MINES 0.375 0 • • • TRIS 0.125 0 • • • TSCA 0.125 0 • • • FTTS 0.125 0 • • • HIST FTTS 0.125 0 • • • SSTS 0.125 0 • • • ICIS 0.125 0 • • • PADS 0.125 0 • • • MLTS 0.125 0 • • • RADINFO 0.125 0 • • • FINDS 0.125 0 • • • RAATS 0.125 0 • • • SCRD DRYCLEANERS 0.500 0 • • • N/A = Not Applicable, No Database Listed for this search radius TP = Target Property

4.2 State and Local Database

Neighboring and Adjoining Search Subject Site Total Properties Database Radius Sites (mile) Plotted Identified? Identified? REC Yes No Yes No Yes No State Haz. Waste N/A 0 • • • State Landfill 0.625 0 • • • LUST 0.625 0 • • •

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Neighboring and Adjoining Search Subject Site Total Properties Database Radius Sites (mile) Plotted Identified? Identified? REC Yes No Yes No Yes No LTANKS 0.625 0 • • • UST 0.375 0 • • • AST 0.375 0 • • • SPILLS 0.125 0 • • • ENG CONTROLS 0.625 0 • • • INST CONTROLS 0.625 0 • • • VCP 0.625 0 • • • DRYCLEANERS 0.375 0 • • • BROWNFIELDS 0.625 0 • • • ENF 0.125 0 • • • NPDES 0.125 0 • • • AIRS 0.125 0 • • • TRIBAL RECORDS INDIAN RESERV 1.125 0 • • • INDIAN ODI 0.500 0 • • • INDIAN LUST 0.625 0 • • • INDIAN UST 0.375 0 • • • INDIAN VCP 0.500 0 • • • EDR PROPRIETARY RECORDS MAUNFACTURED GAS PLT. 1.125 0 • • • N/A = Not Applicable, No Database Listed for this search radius TP = Target Property

4.3 Orphan Summary The EDR database report contains orphan locations that were not plotted due to poor or inadequate address information. Orphan sites may contain important information about subject properties that is not included in the main database report. According to the database report, 18 Orphan sites were identified by EDR. The exact location of the majority of the Orphan sites could not be reasonably ascertained; however, neither the subject Site nor sites in the immediate site vicinity were readily identified in the orphan list. The remaining orphan sites have been reviewed and any important information pertaining to the sites have been discussed in the appropriate sections of this report.

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4.4 Local Regulatory Agencies

As part of this ESA, TRIAD contacted the Loudoun County Health Department and the Loudoun County Fire Marshall’s Office concerning the environmental regulatory status of the Site. According to Ms. Estella Gibson, there are groundwater wells and septic systems associated with the subject Site. The Fire Marshall’s office responded with no issues concerning the environmental integrity of the Site. A record of communication with Ms. Gibson is attached in Appendix 3.

4.5 Physical Setting Sources

U.S. Geological Survey, 7.5 Minute Topographical Map, Topographical Map Arcola, (VA) 1990. Figure 1 Elevation Approximately 322 feet above Mean Sea Level.

On-Site Topographic The topography of the site and site vicinity can be classified as gently Slope rolling toward the South. Streams on the Site: unnamed tributaries. Surface Water Bodies There are two unnamed tributaries located on the western portion of the Site that discharge to the south toward Broad Run. The subject Site also has five individual ponds throughout the property.

4.5.1 Geologic Setting According to surface geology maps of Loudoun County, Virginia published by the USGS, the surface geology at the site consists of the Balls Bluff Siltstone, Lacustrine Shale and Siltstone Member of late Triassic age. This member of the Balls Bluff Siltstone is comprised of calcareous and dolomitic shale interbedded with calcareous clayey and sandy siltstone.

The site and general geographic area are underlain by calcareous and dolomitic shale interbedded with calcareous clayey and sandy siltstone. Although these types of rock can exhibit solution-prone areas, there were no conditions encountered during our investigation that indicate underlying karst terrain. No existing depressions or sinkholes were observed across the site.

4.5.2 Hydrogeologic Setting The local U.S. Department of Agriculture Natural Resources Conservation Service (NRCS) and the Loudoun County Environmental Health Department were unable to provide information pertaining to the groundwater elevations and flow direction in the vicinity of the subject site. It is

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anticipated that the groundwater potentiometric surface exists as a subdued subsurface replica of the site topography, and as such groundwater is anticipated to flow south. However, it should be noted that the actual groundwater flow direction is often influenced by factors such as soil and bedrock geology, groundwater wells, and other factors beyond the scope of this study.

4.5.3 Limited Wetlands Survey A limited on-line wetlands survey was conducted by TRIAD to determine the potential for wetlands to be present on the subject Site. According to the Loudoun County Mapping System (LCMS), there are potential/predicted wetland areas throughout the subject Site. A Predicted Wetlands Map obtained from the LCMS is included as Figure 6.

4.6 Historical Ownership Information

The Client did not provide TRIAD with the most recent deed associated with the Site.

4.7 Historical Use Information of the Property Historical information listed in the real estate assessment showed the first developed use was not until 1870.

4.7.1 Historical Aerial Photograph Review

TRIAD reviewed historical aerial photos of the Site vicinity as provided by the Loudoun County Mapping System. Aerial photos from 1979, 1990, 1998, and 2008 were reviewed. The aerial photographs are included as Figures 10-13.

Year Aerial Photograph Description

The subject Site and surrounding properties can be seen. The farm house is present 1979 on the southern portion of the Site. The subject Site and surrounding properties can be seen and appears to be very 1990 similar to the 1979 aerial photograph.

1998 The 1998 aerial photograph is similar to the 1990 aerial photograph.

2008 The 2008 aerial photograph is similar to the 1998 aerial photograph.

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4.8 Historical Use Information of Adjoining Properties Concurrent research into the use of the adjoining properties was performed during assessment of the subject property. Uses of the adjoining properties appear consistent throughout history showing residential uses. No historic uses of the adjoining properties appeared to present historic environmental conditions with regard to the subject property.

Hanson Property TRIAD ENGINEERING, INC. Phase I Environmental Site Assessment TRIAD Project No. 05-08-0105 September 2008 Page 15

5.0 SITE RECONNAISSANCE

5.1 Methodology and Limiting Conditions A site reconnaissance was performed on September 9-10, 2008 by Alex Miller and Jeremy

Joiner of TRIAD. Permission to enter the Site was granted by Mrs. Dawn Klassen, site contact. Mrs. Klassen was not present during the site reconnaissance. The objective of the site reconnaissance is to obtain information indicating the likelihood of identifying RECs in connection with the Site. As part of the Site reconnaissance activities, TRIAD obtained digital photographs to document current on site conditions and use. These photographs are included in this report in Appendix 1.

Dates of Reconnaissance September 9-10, 2008

Reconnaissance Team Alex Miller and Jeremy Joiner of TRIAD

Site/Owner Representatives Mrs. Dawn Klassen

The reconnaissance was conducted by walking the Site. In addition, Inspection Procedures adjacent and adjoining properties were visually inspected where possible.

The following sections identify uses and current conditions observed on the Site consistent with ASTM E1527-05, Section 9.0 Site Reconnaissance, Subsection 9.4 Uses and Conditions. The environmental professional conducting the site reconnaissance is obligated to note the uses and conditions specified in the ASTM standard to the extent visually and/or physically observed, or obtained through interviews with knowledgeable parties during the site visit. For each use or condition identified at the Site, a detailed explanation discussing the significance of the recognized environmental condition or level of environmental threat to the Site is given as follows.

Hanson Property TRIAD ENGINEERING, INC. Phase I Environmental Site Assessment TRIAD Project No. 05-08-0105 September 2008 Page 16

5.2 Observations (Site)

Yes No Observed Conditions • Pits, Ponds, or Lagoons • Rail Road Lines or Spurs • Storm Drains • Septic System • Heavy Equipment • Drums or Storage Containers • Odors • Landfills or Dumping Activities • Waste Water Discharge • USTs/ASTs Systems and Piping • Transformers or PCB-Containing Equipment • Hydraulic Lifts or Equipment • Wells • Industrial/Manufacturing Activities • Remedial Activities • Stained Soils or Pavement • Leachate or Seeps • Stressed Vegetation • Chemical Spills or Releases • Surface Water Contamination • Farm Waste Concerns • Pesticides or Herbicides • Contaminant Migration • Regulated Substances • Other Environmental Concerns

Pits, Ponds, or Lagoons There are five (5) ponds located on the Site property. These ponds were found in good condition and do not pose a threat to the environmental integrity of the subject Site. There was, however, an area of concern identified near one of the ponds. See below for details.

Septic Systems There is one apparent septic system located near the Site residence.

Heavy Equipment During site reconnaissance, several pieces of heavy farm equipment was identified on the site property, mainly near the dilapidated barn structure. A limited visual inspection of this material did not indicate any conditions which would pose a significant risk to the environmental integrity of the subject site at the present time.

Hanson Property TRIAD ENGINEERING, INC. Phase I Environmental Site Assessment TRIAD Project No. 05-08-0105 September 2008 Page 17

Landfills or Dumping Activities A debris pile is located near the central portion of the Site. A limited visual inspection of this debris did not indicate any conditions which would pose a significant risk to the environmental integrity of the subject site at the present time; none the less, the debris should be disposed of off-site in an appropriate manner.

USTs/ASTs Systems and Piping One 500-gallon above-ground heating oil storage tank (AST) was identified along the western side of the single-family farm house. During our site investigation, the tank was approximately three-quarters full and was observed as in good condition. No evidence of leaks or overfills were observed. If this AST is not intended for the future use, then it should be closed in accordance with applicable federal, state and local regulations to include an appropriate assessment for potential petroleum leakage.

Approximately six “out of service” USTs and ASTs are located near the site barn surrounded by abandoned farm equipment. The empty USTs located around the abandoned farm equipment should be disposed/recycled off-site in accordance with appropriate regulations and/or guidelines.

Two 1,000-gallon diesel ASTs are located directly beside the old barn silo and one 250-gallon diesel AST is located on the western side of the Site property, along the main entrance road . These ASTs are currently being utilized by Chantilly Turf to fuel their on-site equipment. During the Site investigation, no staining of vegetation or overflow was observed.

Transformers or PCB-Containing Equipment During site reconnaissance, single transformers were identified on a minimum of four (4) power- poles located throughout the Site property. A “Non-PCB” label was NOT visible on these transformers and as such, they may contain PCB-contaminated oils. However, a visual inspection of the transformers did not indicate any apparent evidence of a release of transformer oils. Furthermore, those transformers are owned and maintained by the local electric company, which would be responsible for any releases associated with these transformers. As such, these transformers are not considered a significant concern to the environmental integrity of the subject site at the present time. There are no other apparent potential sources of PCBs located within the confines of the subject site.

Hanson Property TRIAD ENGINEERING, INC. Phase I Environmental Site Assessment TRIAD Project No. 05-08-0105 September 2008 Page 18

Groundwater Wells Two (2) groundwater wells were also identified during our site reconnaissance associated with the on-site barn and farm house structures.

Stained Soils/Stress Vegetation As noted above, TRIAD identified a potential petroleum/hydraulic spill near the pond that was used for irrigation purposes. A strong odor was present along with stained soil and stressed vegetation around an approximate three square foot contaminated area. TRIAD recommends that the extent of the spill/release should be investigated.

5.3 Interior Observations (Site) One single-family home is present on the Site along with related outbuilding. An old barn and silo, which is used for storage by Chantilly Turf, is also present on the Site property. TRIAD was not able to access the interior of the single-family home during Site reconnaissance.

Hanson Property TRIAD ENGINEERING, INC. Phase I Environmental Site Assessment TRIAD Project No. 05-08-0105 September 2008 Page 19

6.0 INTERVIEWS

6.1 Interview with Owner - An interview was conducted with a member of the Hanson Family. According to that individual, the old farm house was heated using heating oil. There was also the possibility that a gas tank was present on the Site property that was used for farm equipment only. There were no other issues mentioned that would impact the environmental integrity of the subject Site. A record of communication is attached in Appendix 2.

6.2 Interview with Occupants An interview was conducted with Mrs. Audrey Hutchison of Chantilly Turf. Mrs. Hutchison stated that Chantilly Turf as rented the property for the last four years and is unaware of any major environmental concerns associated with the Site. She did, however, mention that herbicide and fungicide use is very limited on their sod and only natural fertilizers are used.

6.3 Interviews with Local Government Officials

TRIAD contacted the Loudoun County Health Department and the Fire Marshall concerning the environmental status of the Site. Refer to Section 4.4 of this report for details about the results of the subject interviews and research.

6.4 Interviews with Others

TRIAD interviewed Mrs. Dawn Klassen and Mr. Matthew Kitchen with Loudoun County Office of Capital Construction. According to these individuals, a tractor associated with Chantilly Turf had broken down along the Site pond located near the northwestern property boundary. During a site visit, Mrs. Klassen and Mr. Kitchen noticed several five gallon buckets full of pink liquid and a strong odor of what was believed to be a petroleum product. Mrs. Klassen and Mr. Kitchen were concerned with possible water and soil contamination as a result of the potential tractor spill.

Hanson Property TRIAD ENGINEERING, INC. Phase I Environmental Site Assessment TRIAD Project No. 05-08-0105 September 2008 Page 20

7.0 FINDINGS

The findings of this environmental site assessment have indicated four (4) recognized environmental conditions in connection with the Site.

• One 500-gallon above-ground heating oil storage tank (AST) was identified along the western side of the single-family farm house. During our site investigation, the tank was approximately three-quarters full and was observed as in good condition. No evidence of leaks or overfills were observed. If this AST is not intended for the future use, then it should be closed in accordance with applicable federal, state and local regulations to include an appropriate assessment for potential petroleum leakage.

• Approximately six “out of service” USTs and ASTs are located near the site barn surrounded by abandoned farm equipment. The empty USTs located around the abandoned farm equipment should be disposed/recycled off-site in accordance with appropriate regulations and/or guidelines.

• Two 1,000-gallon diesel ASTs are located directly beside the old barn silo and one 250- gallon diesel AST is located on the western side of the Site property, along the main entrance road . These ASTs are currently being utilized by Chantilly Turf to fuel their on- site equipment. During the Site investigation, no staining of vegetation or overflow was observed.

• TRIAD identified a potential petroleum/hydraulic spill near the pond that was used for irrigation purposes. A strong odor was present along with stained soil and stressed vegetation around an approximate three square foot contaminated area. TRIAD recommends that the extent of the spill/release should be investigated.

Although the following items are not considered recognized environmental conditions, they were noteworthy during the site investigation:

• There are a minimum of four (4) pole-mounted transformers that do not have “Non-PCB” labels on the Site property; therefore, they may contain PCB-contaminated oils. However, there was no evidence of leakage observed on the transformer or the ground

Hanson Property TRIAD ENGINEERING, INC. Phase I Environmental Site Assessment TRIAD Project No. 05-08-0105 September 2008 Page 21

surface. Furthermore, those transformers are owned and maintained by the local electric company, which would be responsible for any releases associated with these transformers. It is recommended that the local electric utility be contacted in order to have these transformers properly removed and disposed of off site in accordance with applicable regulation.

• During site reconnaissance, domestic groundwater well was identified on the Site property. It is recommended that this well, and any others on the site property, be abandoned in accordance with applicable local government and/or health department guidelines.

• There is one apparent septic system located near each Site residence. It is recommended that this septic system, and any other on the site property, be abandoned in accordance with applicable local government and/or health department guidelines.

• There are several pieces of abandoned farm equipment throughout the central portion of the Site. The majority of this abandoned farm equipment lies along tree lines and access roads. Small piles of debris was also discovered during the Site walk. A limited visual inspection of this material did not indicate any conditions which would pose a significant risk to the environmental integrity of the subject site at the present time.

Hanson Property TRIAD ENGINEERING, INC. Phase I Environmental Site Assessment TRIAD Project No. 05-08-0105 September 2008 Page 22

8.0 OPINIONS

Based on the Phase I ESA scope of work performed at the Site, it is the professional opinion of

TRIAD ENGINEERING, INC., that there are four (4) recognized environmental conditions with regard to the subject site at this time as previously described.

Hanson Property TRIAD ENGINEERING, INC. Phase I Environmental Site Assessment TRIAD Project No. 05-08-0105 September 2008 Page 23

9.0 CONCLUSIONS

TRIAD ENGINEERING, INC., has performed this Phase I Environmental Site Assessment in general conformance with the scope and limitations of ASTM E 1527-05 on the Hanson property located along Evergreen Mills Road in Aldie, Virginia. Any exceptions to, or deletions from, this practice are described in Section 10.0 of this report. This assessment has revealed four (4) recognized environmental conditions for the subject Site.

Our conclusions are based, in part, upon information provided to us by others and our visual site observations. We have typically not verified the completeness or accuracy of the information provided by others. Our observations are based upon conditions visually apparent at the site at the time of our site visit and are not intended to address specific subsurface soil and groundwater conditions, which can only be determined by performing a detailed subsurface sampling program. The contents of this report should not be construed in any way to indicate Triad Engineering's recommendations to purchase, sell, or develop the project site.

Hanson Property TRIAD ENGINEERING, INC. Phase I Environmental Site Assessment TRIAD Project No. 05-08-0105 September 2008 Page 24

10.0 DEVIATIONS

There were no deletions or deviations during the completion of this assessment.

Hanson Property TRIAD ENGINEERING, INC. Phase I Environmental Site Assessment TRIAD Project No. 05-08-0105 September 2008 Page 25

11.0 ADDITIONAL SERVICES

TRIAD conducted a limited on-line wetlands survey at the subject Site outside the scope and limitations of ASTM E1527-05 as part of the Phase I Environmental Site Assessment work activities.

Hanson Property TRIAD ENGINEERING, INC. Phase I Environmental Site Assessment TRIAD Project No. 05-08-0105 September 2008 Page 26

12.0 REFERENCES

American Society of Testing and Materials (ASTM) Standard Practice E1527-05, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, 2005.

U.S. Geological Survey, 7.5 Minute Topographical Map, Arcola, 1990.

MapQuest map for the Aldie area as provided by GeoSystems Global Corporation, accessed September 2008.

EDR Report ID: 2311716.1s, EDR-Radius Map Report, September 8, 2008.

Loudoun County Mapping Office, September 2008.

Hanson Property TRIAD ENGINEERING, INC. Phase I Environmental Site Assessment TRIAD Project No. 05-08-0105 September 2008 Page 27

13.0 SIGNATURES OF ENVIRONMENTAL PROFESSIONALS

We declare that, to the best of our professional knowledge and belief, we meet the definition of Environmental professional as defined in § 312 10 of 40 CFR 312.

Glenn R. Pyle, CPG, L.R.S. Senior Environmental Geologist

Hanson Property TRIAD ENGINEERING, INC. Phase I Environmental Site Assessment TRIAD Project No. 05-08-0105 September 2008 Page 28

14.0 QUALIFICATIONS OF ENVIRONMENTAL PROFESSIONALS

“We have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. We have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312.” The resumes of the qualified environmental professionals responsible for performing the Phase I Environmental Site Assessment on the Hanson property located along Evergreen Mills Road in Aldie, Virginia are included in Appendix 5, Resumes of Qualified Environmental Professionals.

Figures

Figure 1 Site Vicinity Topographic Map (USGS) Figure 2 Site Vicinity Map (Mapquest) Figure 3 Topographic Map (LCMS) Figure 4 Tax Map (LCMS) Figure 5 Floodplains Map (LCMS) Figure 6 Predicted Wetlands Map (LCMS) Figure 7 Groundwater Wells Map (LCMS) Figure 8 Drain Fields Map (LCMS) Figure 9 Potential Pollutant Sources Map (LCMS) Figure 10 Aerial Photograph 1979 Figure 11 Aerial Photograph 1990 Figure 12 Aerial Photograph 1998 Figure 13 Aerial Photograph 2008

TRIAD TRIAD ENGINEERING

N

Approximate Site Location

7.5 Minute Series Arcola (VA) (Topographic) 1990

Figure Site Vicinity Map (USGS) 1 Approximate Site Location

www.mapquest.com

N September 2008

Figure Site Location Map (Mapquest) 2

Approximate Site Location

Topographic Map Loudoun County Mapping System September 2008 N

Topographic Map Figure 3

Approximate Site Location

* General Parcel Information * PIN: 201373570 - 201451597 Tax Map #: /91////////26/ Parcel Address: 23862 EVERGREEN MILLS RD ASHBURN 20148 N Primary Zoning: TR3UBF GIS Parcel Type: P

Tax Map Loudoun County Mapping System September 2008

Tax Map Figure 4 Approximate Site Location LEGEND

N According to the LCMS, a minor flood plain does exist on the southern portion of the property.

Figure Flood Plain Map 5

Approximate Site Location N

Predicted Wetlands Map Loudoun County Mapping System

September 2008

Predicted Wetlands Map Figure 6

N

Loudoun County Well ID# 1959 - 0148

Note: According to LCMS, two wells are present on the Site; however, one well is not listed as having a well ID number. The well present is listed as WWIN 1959 – 0148.

Groundwater Wells Loudoun County Mapping System September 2008

Groundwater Well Location Map Figure 7

N

Loudoun County ID# PSSD 1964 - 0255

Loudoun County ID# PSSD 1967 - 0197

Note: According to LCMS, there are two drain fields on the Site.

Septic Drain Fields Loudoun County Mapping System

September 2008

Septic Drain Field Location Map Figure 8

Approximate Site Location N

Note: There were no potential pollutant sources identified by the LCMS as existing on site. All pollutant sources identified by the LCMS are not necessarily causing pollution but, rather, can be simply a potential source of pollution.

Potential Pollutant Source Map Loudoun County Mapping System

September 2008

Potential Pollutant Source Map Figure 9

N

Approximate Site Boundaries

Figure Aerial Photograph 1979 10

N

Approximate Site Boundaries

Figure Aerial Photograph 1990 11

N

Approximate Site Boundaries

Figure Aerial Photograph 1998 12

N

Approximate Site Boundaries

Figure Aerial Photograph 2008 13

APPENDIX 1

SITE PHOTOGRAPHS

TRIAD TRIAD ENGINEERING

Photograph # 1: View of one of many sod fields throughout the Site property.

Photograph # 2: View of the northern-most property boundary facing southwest.

JOB #: 05-08-0105 Page 1 of 11 DATE: 9/11/2008 CLIENT: Loudoun County Office of Capital Construction

Project Name:

Hanson Property Loudoun County, Virginia

Photograph # 3: View of the general site conditions observed in the woodlands along the northeastern boundary.

Photograph # 4: View of the woodlands along the northeastern portion of the Site.

JOB #: 05-08-0105 Page 2 of 11 DATE: 9/11/2008 CLIENT: Loudoun County Office of Capital Construction

Project Name:

Hanson Property Loudoun County, Virginia

Photograph # 5: View of a pond located along the eastern property boundary.

Photograph # 6: View of various pieces of abandoned farm equipment located near the central portion of the Site.

JOB #: 05-08-0105 Page 3 of 11 DATE: 9/11/2008 CLIENT: Loudoun County Office of Capital Construction

Project Name:

Hanson Property Loudoun County, Virginia

Photograph # 7: View of more abandoned farm equipment near the central portion of the Site.

Photograph # 8: View of one of many sod fields throughout the Site property.

JOB #: 05-08-0105 Page 4 of 11 DATE: 9/11/2008 CLIENT: Loudoun County Office of Capital Construction

Project Name:

Hanson Property Loudoun County, Virginia

Photograph # 9: View of the old farm house located along Evergreen Mills Road along the southern portion of the Site.

Photograph # 10: View of storage/garages associated with the old farm house.

JOB #: 05-08-0105 Page 5 of 11 DATE: 9/11/2008 CLIENT: Loudoun County Office of Capital Construction

Project Name:

Hanson Property Loudoun County, Virginia

Photograph # 11 View of the groundwater well located on the northwest corner of the farm house.

Photograph # 12 View of an above-ground storage heating oil tank (AST) located along the western side of the farm house.

JOB #: 05-08-0105 Page 6 of 11 DATE: 9/11/2008 CLIENT: Loudoun County Office of Capital Construction

Project Name:

Hanson Property Loudoun County, Virginia

Photograph # 13 View of a pole-mounted transformer located near the farm house. A NON-PCB label was not present.

Photograph # 14 View of two diesel fuel tanks currently in-use located along the Silo associated with the sod farm company.

JOB #: 05-08-0105 Page 7 of 11 DATE: 9/11/2008 CLIENT: Loudoun County Office of Capital Construction

Project Name:

Hanson Property Loudoun County, Virginia

Photograph #15 View of several (6) abandoned underground storage tanks (USTs) located along the central portion of the Site.

Photograph #16 View of a trash pile located near the central portion of the Site.

JOB #: 05-08-0105 Page 8 of 11 DATE: 9/11/2008 CLIENT: Loudoun County Office of Capital Construction

Project Name:

Hanson Property Loudoun County, Virginia

Photograph #17 View of a pole-mounted transformer located near Chantilly Turf offices. A NON-PCB label was not present.

Photograph #18 View of a temporary AST located on the western side of the property.

JOB #: 05-08-0105 Page 9 of 11 DATE: 9/11/2008 CLIENT: Loudoun County Office of Capital Construction

Project Name:

Hanson Property Loudoun County, Virginia

Photograph #19 View of one of many sod fields throughout the property.

Photograph #20 View of one of many sod fields located throughout the property.

JOB #: 05-08-0105 Page 10 of 11 DATE: 9/11/2008 CLIENT: Loudoun County Office of Capital Construction

Project Name:

Hanson Property Loudoun County, Virginia

Photograph #21 View of former irrigation pipes located on the western side of the property.

Photograph #22 View of a pond located along Evergreen Mills Road near the southern property boundary.

JOB #: 05-08-0105 Page 11 of 11 DATE: 9/11/2008 CLIENT: Loudoun County Office of Capital Construction

Project Name:

Hanson Property Loudoun County, Virginia

APPENDIX 2

RECORD OF COMMUNICATION

TRIAD TRIAD ENGINEERING RECORD OF COMMUNICATION

Date: September 8, 2008

Project No.: 05-08-0105

Project Name: Hanson Property ESA

Communication With: Mrs. Estella Gibson

Of: Loudoun County Health Department

Phone Number:

Communication Via: Phone Discussion During Visit

Summary:

TRIAD conducted an interview with the Loudoun County Health Department concerning the environmental regulatory status of the Site. According to Ms. Estella Gibson, there are groundwater wells and septic systems associated with the subject Site.

Recorded By:____Alex Miller Page:__1__ of __1___

RECORD OF COMMUNICATION

Date: September 9, 2008

Project No.: 05-08-0105

Project Name: Hanson Property ESA

Communication With: Mrs. Dawn Klassen and Mr. Matthew Kitchen

Of: Loudoun County Office of Capital Construction

Phone Number:

Communication Via: Phone Discussion During Visit

Summary:

TRIAD conducted an interview with Mrs. Dawn Klassen and Mr. Matthew Kitchen with Loudoun County Office of Capital Construction. According to these individuals, a tractor associated with Chantilly Turf had broken down along the Site pond located near the northwestern property boundary. During a site visit, Mrs. Klassen and Mr. Kitchen noticed several five gallon buckets full of pink liquid and a strong odor of what was believed to be a petroleum product. Mrs. Klassen and Mr. Kitchen were concerned with possible water and soil contamination as a result of the potential tractor spill.

Recorded By:____Alex Miller Page:__1__ of __1___

RECORD OF COMMUNICATION

Date: September 11, 2008

Project No.: 05-08-0105

Project Name: Hanson Property ESA

Communication With: Mrs. Audrey Hutchison

Of: Chantilly Turf

Phone Number:

Communication Via: Phone Discussion During Visit

Summary:

TRIAD conducted an interview with Mrs. Audrey Hutchison of Chantilly Turf. Mrs. Hutchison stated that Chantilly Turf has rented the property for the last four years and is unaware of any major environmental concerns associated with the Site. She did, however, mention that herbicide and fungicide use is very limited on their sod and only natural fertilizers are used

Recorded By:____Alex Miller Page:__1__ of __1___

APPENDIX 3

EDR RADIUS MAP REPORT

TRIAD TRIAD ENGINEERING

Hanson Property 23862 Evergreen Mills Road Ashburn, VA 20105

Inquiry Number: 2311716.1s September 08, 2008

The EDR Radius Map™ Report with GeoCheck®

440 Wheelers Farms Road Milford, CT 06461 Toll Free: 800.352.0050 www.edrnet.com

FORM-NULL-JEB TABLE OF CONTENTS

SECTION PAGE

Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 6 Orphan Summary 7 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-7 Physical Setting Source Map Findings A-8 Physical Setting Source Records Searched A-9

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 2008 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.

TC2311716.1s Page 1 EXECUTIVE SUMMARY

A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-05) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate.

TARGET PROPERTY INFORMATION

ADDRESS

23862 EVERGREEN MILLS ROAD ASHBURN, VA 20105

COORDINATES

Latitude (North): 38.972230 - 38˚ 58’ 20.0’’ Longitude (West): 77.552170 - 77˚ 33’ 7.8’’ Universal Tranverse Mercator: Zone 18 UTM X (Meters): 278895.7 UTM Y (Meters): 4316585.5 Elevation: 322 ft. above sea level

USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY

Target Property Map: 38077-H5 ARCOLA, VA Most Recent Revision: 1981

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 search radius around the target property for the following databases:

FEDERAL RECORDS NPL National Priority List Proposed NPL Proposed National Priority List Sites Delisted NPL National Priority List Deletions NPL LIENS Federal Superfund Liens CERCLIS Comprehensive Environmental Response, Compensation, and Liability Information System CERC-NFRAP CERCLIS No Further Remedial Action Planned LIENS 2 CERCLA Lien Information CORRACTS Corrective Action Report RCRA-TSDF RCRA - Transporters, Storage and Disposal RCRA-LQG RCRA - Large Quantity Generators

TC2311716.1s EXECUTIVE SUMMARY 1 EXECUTIVE SUMMARY

RCRA-SQG RCRA - Small Quantity Generators RCRA-CESQG RCRA - Conditionally Exempt Small Quantity Generator RCRA-NonGen RCRA - Non Generators US ENG CONTROLS Engineering Controls Sites List US INST CONTROL Sites with Institutional Controls ERNS Emergency Response Notification System HMIRS Hazardous Materials Information Reporting System DOT OPS Incident and Accident Data US CDL Clandestine Drug Labs US BROWNFIELDS A Listing of Brownfields Sites DOD Department of Defense Sites FUDS Formerly Used Defense Sites LUCIS Land Use Control Information System CONSENT Superfund (CERCLA) Consent Decrees ROD Records Of Decision UMTRA Uranium Mill Tailings Sites DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations ODI Open Dump Inventory MINES Mines Master Index File TRIS Toxic Chemical Release Inventory System TSCA Toxic Substances Control Act FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing SSTS Section 7 Tracking Systems ICIS Integrated Compliance Information System PADS PCB Activity Database System MLTS Material Licensing Tracking System RADINFO Radiation Information Database FINDS Facility Index System/Facility Registry System RAATS RCRA Administrative Action Tracking System SCRD DRYCLEANERS State Coalition for Redediation of Drycleaners Listing

STATE AND LOCAL RECORDS SHWS This state does not maintain a SHWS list. See the Federal CERCLIS list and Federal NPL list. SWF/LF Solid Waste Management Facilities LUST Leaking Underground Storage Tank Tracking Database LTANKS Leaking Petroleum Storage Tanks UST Registered Petroleum Storage Tanks AST Registered Petroleum Storage Tanks SPILLS Pollution Complaint Database ENG CONTROLS Engineering Controls Sites Listing INST CONTROL Voluntary Remediation Program Database VCP Voluntary Remediation Program DRYCLEANERS Drycleaner List BROWNFIELDS Brownfields Site Specific Assessments ENF Enforcement Actions Data NPDES Comprehensive Environmental Data System AIRS Permitted Airs Facility List

TRIBAL RECORDS INDIAN RESERV Indian Reservations

TC2311716.1s EXECUTIVE SUMMARY 2 EXECUTIVE SUMMARY

INDIAN ODI Report on the Status of Open Dumps on Indian Lands INDIAN LUST Leaking Underground Storage Tanks on Indian Land INDIAN UST Underground Storage Tanks on Indian Land INDIAN VCP Voluntary Cleanup Priority Listing

EDR PROPRIETARY RECORDS Manufactured Gas Plants EDR Proprietary Manufactured Gas Plants

SURROUNDING SITES: SEARCH RESULTS Surrounding sites were not identified.

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

TC2311716.1s EXECUTIVE SUMMARY 3 EXECUTIVE SUMMARY

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

______Site Name ______Database(s) VDOT - ARCOLA AREA HQ LUST TRI-COUNTY ASPHALT LUST VIRGINIA TRAP ROCK LUST, LTANKS BURGESS, BILL RESIDENCE LUST ELLISON RESIDENCE (SLS) LUST RUST PROPERTY LUST MYERS PROPERTY (XREF 94-1605) (SLS) LUST EVERGREEN MILLS PROPERTY LUST, LTANKS GOOSE CREEK STP (S.P.JONES) LUST WOODBURN ESTATES SUBDIVISION LUST DUPONT FABROS SPILLS, LTANKS RUST PROPERTY LTANKS HOLLYFIELD FARMS PROPERTY LTANKS CHESAPEAKE & POTOMAC TELEPHONE CO FINDS, RCRA-NonGen SMITH OWNED PROPERTY SPILLS DANNER PROPERTY SPILLS HUMPTY DUMPTY SCHOOL, INC. ICIS HUMPTY DUMPTY SCHOOL INC ICIS

TC2311716.1s EXECUTIVE SUMMARY 4 500 kV

230 kV

500 kV

230 kV

500 kV

230 kV

500 kV

230 kV

500 kV

500 kV

EDR Inc. 500 kV

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 RECORDS

NPL 1.125 0 0 0 0 0 0 Proposed NPL 1.125 0 0 0 0 0 0 Delisted NPL 1.125 0 0 0 0 0 0 NPL LIENS 0.125 0 NR NR NR NR 0 CERCLIS 0.625 0 0 0 0 NR 0 CERC-NFRAP 0.625 0 0 0 0 NR 0 LIENS 2 0.125 0 NR NR NR NR 0 CORRACTS 1.125 0 0 0 0 0 0 RCRA-TSDF 0.625 0 0 0 0 NR 0 RCRA-LQG 0.375 0 0 0 NR NR 0 RCRA-SQG 0.375 0 0 0 NR NR 0 RCRA-CESQG 0.375 0 0 0 NR NR 0 RCRA-NonGen 0.250 0 0 NR NR NR 0 US ENG CONTROLS 0.625 0 0 0 0 NR 0 US INST CONTROL 0.625 0 0 0 0 NR 0 ERNS 0.125 0 NR NR NR NR 0 HMIRS 0.125 0 NR NR NR NR 0 DOT OPS 0.125 0 NR NR NR NR 0 US CDL 0.125 0 NR NR NR NR 0 US BROWNFIELDS 0.625 0 0 0 0 NR 0 DOD 1.125 0 0 0 0 0 0 FUDS 1.125 0 0 0 0 0 0 LUCIS 0.625 0 0 0 0 NR 0 CONSENT 1.125 0 0 0 0 0 0 ROD 1.125 0 0 0 0 0 0 UMTRA 0.625 0 0 0 0 NR 0 DEBRIS REGION 9 0.500 0 0 0 NR NR 0 ODI 0.625 0 0 0 0 NR 0 MINES 0.375 0 0 0 NR NR 0 TRIS 0.125 0 NR NR NR NR 0 TSCA 0.125 0 NR NR NR NR 0 FTTS 0.125 0 NR NR NR NR 0 HIST FTTS 0.125 0 NR NR NR NR 0 SSTS 0.125 0 NR NR NR NR 0 ICIS 0.125 0 NR NR NR NR 0 PADS 0.125 0 NR NR NR NR 0 MLTS 0.125 0 NR NR NR NR 0 RADINFO 0.125 0 NR NR NR NR 0 FINDS 0.125 0 NR NR NR NR 0 RAATS 0.125 0 NR NR NR NR 0 SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0

STATE AND LOCAL RECORDS

SHWS N/A N/A N/A N/A N/A N/A N/A SWF/LF 0.625 0 0 0 0 NR 0 LUST 0.625 0 0 0 0 NR 0 LTANKS 0.625 0 0 0 0 NR 0

TC2311716.1s 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

UST 0.375 0 0 0 NR NR 0 AST 0.375 0 0 0 NR NR 0 SPILLS 0.125 0 NR NR NR NR 0 ENG CONTROLS 0.625 0 0 0 0 NR 0 INST CONTROL 0.625 0 0 0 0 NR 0 VCP 0.625 0 0 0 0 NR 0 DRYCLEANERS 0.375 0 0 0 NR NR 0 BROWNFIELDS 0.625 0 0 0 0 NR 0 ENF 0.125 0 NR NR NR NR 0 NPDES 0.125 0 NR NR NR NR 0 AIRS 0.125 0 NR NR NR NR 0

TRIBAL RECORDS

INDIAN RESERV 1.125 0 0 0 0 0 0 INDIAN ODI 0.500 0 0 0 NR NR 0 INDIAN LUST 0.625 0 0 0 0 NR 0 INDIAN UST 0.375 0 0 0 NR NR 0 INDIAN VCP 0.500 0 0 0 NR NR 0

EDR PROPRIETARY RECORDS

Manufactured Gas Plants 1.125 0 0 0 0 0 0

NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database N/A = This State does not maintain a SHWS list. See the Federal CERCLIS list.

TC2311716.1s Page 5 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number

NO SITES FOUND

TC2311716.1s Page 6 ORPHAN SUMMARY

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

ALDIE 1010809496 HUMPTY DUMPTY SCHOOL, INC. ROUTE 1 BOX 34 A 20105 ICIS ALDIE 1010834235 HUMPTY DUMPTY SCHOOL INC ROUTE 1 BOX 34 A 20105 ICIS ALDIE 1000377341 CHESAPEAKE & POTOMAC TELEPHONE CO RTE 771 20105 FINDS, RCRA-NonGen ASHBURN S108426939 DUPONT FABROS 44480 HASTINGS DR SPILLS, LTANKS LEESBURG S105463183 RUST PROPERTY CHILDRENS CENTER RD 20175 LTANKS LEESBURG S104896666 HOLLYFIELD FARMS PROPERTY 20961 GULICK MILLS RD 20175 LTANKS LOUDOUN S103772673 VDOT - ARCOLA AREA HQ ROUTE 50 .08 MI WEST OF RT. 659 20105 LUST LOUDOUN S103458347 TRI-COUNTY ASPHALT ROUTE 653 20175 LUST LOUDOUN S104732618 VIRGINIA TRAP ROCK ROUTE 653 20175 LUST, LTANKS LOUDOUN S103458066 BURGESS, BILL RESIDENCE RT 662 LOUDON ORCHARD ROAD 20175 LUST LOUDOUN S103457918 ELLISON RESIDENCE (SLS) ROUTE 705 20105 LUST LOUDOUN S104407017 RUST PROPERTY CHILDREN’S CENTER ROAD 20175 LUST LOUDOUN S103458466 MYERS PROPERTY (XREF 94-1605) (SLS) 9-11 LOUDOUN STREET 20175 LUST LOUDOUN S104407197 EVERGREEN MILLS PROPERTY MURRAYS FORD ROAD 20175 LUST, LTANKS LOUDOUN S104957150 GOOSE CREEK STP (S.P.JONES) STATE ROUTE 653 20175 LUST LOUDOUN S104957219 WOODBURN ESTATES SUBDIVISION WOODBURN ROAD (ROUTE 769) 20175 LUST LOUDOUN COUNTY S108930099 SMITH OWNED PROPERTY 1000’ FROM RT. 659/BELMONT RIDGE RD / GOOSE GLEN SPILLS LOUDOUN COUNTY S108930064 DANNER PROPERTY ON THE POTOMAC SPILLS

TC2311716.1s Page 7 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 EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public.

FEDERAL 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: 04/30/2008 Source: EPA Date Data Arrived at EDR: 05/06/2008 Telephone: N/A Date Made Active in Reports: 06/09/2008 Last EDR Contact: 07/28/2008 Number of Days to Update: 34 Next Scheduled EDR Contact: 10/27/2008 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 7 Telephone 215-814-5418 Telephone: 913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone: 303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone: 415-947-4246 EPA Region 10 Telephone 206-553-8665

Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 04/30/2008 Source: EPA Date Data Arrived at EDR: 05/06/2008 Telephone: N/A Date Made Active in Reports: 06/09/2008 Last EDR Contact: 08/27/2008 Number of Days to Update: 34 Next Scheduled EDR Contact: 10/27/2008 Data Release Frequency: Quarterly

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: 04/30/2008 Source: EPA Date Data Arrived at EDR: 05/06/2008 Telephone: N/A Date Made Active in Reports: 06/09/2008 Last EDR Contact: 07/28/2008 Number of Days to Update: 34 Next Scheduled EDR Contact: 10/27/2008 Data Release Frequency: Quarterly

TC2311716.1s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by 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 received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. Date of Government Version: 10/15/1991 Source: EPA Date Data Arrived at EDR: 02/02/1994 Telephone: 202-564-4267 Date Made Active in Reports: 03/30/1994 Last EDR Contact: 08/18/2008 Number of Days to Update: 56 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: No Update Planned

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: 07/09/2008 Source: EPA Date Data Arrived at EDR: 07/22/2008 Telephone: 703-412-9810 Date Made Active in Reports: 08/25/2008 Last EDR Contact: 07/22/2008 Number of Days to Update: 34 Next Scheduled EDR Contact: 09/15/2008 Data Release Frequency: Quarterly

CERCLIS-NFRAP: CERCLIS No Further Remedial Action Planned Archived sites are sites that have been removed and archived from the inventory of CERCLIS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list this site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. This decision does not necessarily mean that there is no hazard associated with a given site; it only means that, based upon available information, the location is not judged to be a potential NPL site. Date of Government Version: 12/03/2007 Source: EPA Date Data Arrived at EDR: 12/06/2007 Telephone: 703-412-9810 Date Made Active in Reports: 02/20/2008 Last EDR Contact: 06/17/2008 Number of Days to Update: 76 Next Scheduled EDR Contact: 09/15/2008 Data Release Frequency: Quarterly

LIENS 2: CERCLA Lien Information A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. Date of Government Version: 06/13/2008 Source: Environmental Protection Agency Date Data Arrived at EDR: 06/27/2008 Telephone: 202-564-6023 Date Made Active in Reports: 08/08/2008 Last EDR Contact: 08/18/2008 Number of Days to Update: 42 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Varies

CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version: 06/25/2008 Source: EPA Date Data Arrived at EDR: 06/30/2008 Telephone: 800-424-9346 Date Made Active in Reports: 08/25/2008 Last EDR Contact: 09/02/2008 Number of Days to Update: 56 Next Scheduled EDR Contact: 12/01/2008 Data Release Frequency: Quarterly

RCRA-TSDF: RCRA - Transporters, Storage and Disposal 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. 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). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste.

TC2311716.1s Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

Date of Government Version: 05/12/2008 Source: Environmental Protection Agency Date Data Arrived at EDR: 06/13/2008 Telephone: 800-438-2474 Date Made Active in Reports: 08/08/2008 Last EDR Contact: 08/21/2008 Number of Days to Update: 56 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Quarterly

RCRA-LQG: RCRA - Large Quantity Generators 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. 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). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 05/12/2008 Source: Environmental Protection Agency Date Data Arrived at EDR: 06/13/2008 Telephone: 800-438-2474 Date Made Active in Reports: 08/08/2008 Last EDR Contact: 08/21/2008 Number of Days to Update: 56 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Quarterly

RCRA-SQG: RCRA - Small Quantity Generators 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. 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). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 05/12/2008 Source: Environmental Protection Agency Date Data Arrived at EDR: 06/13/2008 Telephone: 800-438-2474 Date Made Active in Reports: 08/08/2008 Last EDR Contact: 08/21/2008 Number of Days to Update: 56 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Quarterly

RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators 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. 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. Date of Government Version: 05/12/2008 Source: Environmental Protection Agency Date Data Arrived at EDR: 06/13/2008 Telephone: 800-438-2474 Date Made Active in Reports: 08/08/2008 Last EDR Contact: 08/21/2008 Number of Days to Update: 56 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Varies

RCRA-NonGen: RCRA - Non Generators 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. 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). Non-Generators do not presently generate hazardous waste. Date of Government Version: 05/12/2008 Source: Environmental Protection Agency Date Data Arrived at EDR: 06/13/2008 Telephone: 800-438-2474 Date Made Active in Reports: 08/08/2008 Last EDR Contact: 08/21/2008 Number of Days to Update: 56 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Varies

TC2311716.1s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

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: 07/23/2008 Source: Environmental Protection Agency Date Data Arrived at EDR: 07/29/2008 Telephone: 703-603-0695 Date Made Active in Reports: 08/25/2008 Last EDR Contact: 06/30/2008 Number of Days to Update: 27 Next Scheduled EDR Contact: 09/29/2008 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: 07/23/2008 Source: Environmental Protection Agency Date Data Arrived at EDR: 07/29/2008 Telephone: 703-603-0695 Date Made Active in Reports: 08/25/2008 Last EDR Contact: 06/30/2008 Number of Days to Update: 27 Next Scheduled EDR Contact: 09/29/2008 Data Release Frequency: Varies

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: 12/31/2007 Source: National Response Center, United States Coast Guard Date Data Arrived at EDR: 01/23/2008 Telephone: 202-267-2180 Date Made Active in Reports: 03/17/2008 Last EDR Contact: 07/25/2008 Number of Days to Update: 54 Next Scheduled EDR Contact: 10/20/2008 Data Release Frequency: Annually

HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 04/30/2008 Source: U.S. Department of Transportation Date Data Arrived at EDR: 07/15/2008 Telephone: 202-366-4555 Date Made Active in Reports: 08/25/2008 Last EDR Contact: 07/15/2008 Number of Days to Update: 41 Next Scheduled EDR Contact: 10/13/2008 Data Release Frequency: Annually

DOT OPS: Incident and Accident Data Department of Transporation, Office of Pipeline Safety Incident and Accident data. Date of Government Version: 05/14/2008 Source: Department of Transporation, Office of Pipeline Safety Date Data Arrived at EDR: 05/28/2008 Telephone: 202-366-4595 Date Made Active in Reports: 08/08/2008 Last EDR Contact: 08/29/2008 Number of Days to Update: 72 Next Scheduled EDR Contact: 11/24/2008 Data Release Frequency: Varies

CDL: Clandestine Drug Labs A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments.

TC2311716.1s Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

Date of Government Version: 09/01/2007 Source: Drug Enforcement Administration Date Data Arrived at EDR: 12/03/2007 Telephone: 202-307-1000 Date Made Active in Reports: 12/28/2007 Last EDR Contact: 06/27/2008 Number of Days to Update: 25 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: Quarterly

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: 04/01/2008 Source: Environmental Protection Agency Date Data Arrived at EDR: 04/30/2008 Telephone: 202-566-2777 Date Made Active in Reports: 05/30/2008 Last EDR Contact: 07/15/2008 Number of Days to Update: 30 Next Scheduled EDR Contact: 10/13/2008 Data Release Frequency: Semi-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: 12/31/2005 Source: USGS Date Data Arrived at EDR: 11/10/2006 Telephone: 703-692-8801 Date Made Active in Reports: 01/11/2007 Last EDR Contact: 08/08/2008 Number of Days to Update: 62 Next Scheduled EDR Contact: 11/03/2008 Data Release Frequency: Semi-Annually

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: 12/31/2006 Source: U.S. Army Corps of Engineers Date Data Arrived at EDR: 08/31/2007 Telephone: 202-528-4285 Date Made Active in Reports: 10/11/2007 Last EDR Contact: 09/05/2008 Number of Days to Update: 41 Next Scheduled EDR Contact: 09/29/2008 Data Release Frequency: Varies

LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 12/09/2005 Source: Department of the Navy Date Data Arrived at EDR: 12/11/2006 Telephone: 843-820-7326 Date Made Active in Reports: 01/11/2007 Last EDR Contact: 06/09/2008 Number of Days to Update: 31 Next Scheduled EDR Contact: 09/08/2008 Data Release Frequency: Varies

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.

TC2311716.1s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

Date of Government Version: 04/25/2008 Source: Department of Justice, Consent Decree Library Date Data Arrived at EDR: 06/12/2008 Telephone: Varies Date Made Active in Reports: 08/25/2008 Last EDR Contact: 07/21/2008 Number of Days to Update: 74 Next Scheduled EDR Contact: 10/20/2008 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: 06/18/2008 Source: EPA Date Data Arrived at EDR: 07/11/2008 Telephone: 703-416-0223 Date Made Active in Reports: 08/25/2008 Last EDR Contact: 06/30/2008 Number of Days to Update: 45 Next Scheduled EDR Contact: 09/29/2008 Data Release Frequency: 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. Date of Government Version: 07/13/2007 Source: Department of Energy Date Data Arrived at EDR: 12/03/2007 Telephone: 505-845-0011 Date Made Active in Reports: 01/24/2008 Last EDR Contact: 06/16/2008 Number of Days to Update: 52 Next Scheduled EDR Contact: 09/15/2008 Data Release Frequency: Varies

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: 06/30/1985 Source: Environmental Protection Agency Date Data Arrived at EDR: 08/09/2004 Telephone: 800-424-9346 Date Made Active in Reports: 09/17/2004 Last EDR Contact: 06/09/2004 Number of Days to Update: 39 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned

DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version: 03/25/2008 Source: EPA, Region 9 Date Data Arrived at EDR: 04/17/2008 Telephone: 415-972-3336 Date Made Active in Reports: 05/15/2008 Last EDR Contact: 06/23/2008 Number of Days to Update: 28 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: Varies

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: 05/28/2008 Source: Department of Labor, Mine Safety and Health Administration Date Data Arrived at EDR: 06/25/2008 Telephone: 303-231-5959 Date Made Active in Reports: 08/25/2008 Last EDR Contact: 06/25/2008 Number of Days to Update: 61 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: Semi-Annually

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.

TC2311716.1s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

Date of Government Version: 12/31/2006 Source: EPA Date Data Arrived at EDR: 02/29/2008 Telephone: 202-566-0250 Date Made Active in Reports: 04/18/2008 Last EDR Contact: 06/16/2008 Number of Days to Update: 49 Next Scheduled EDR Contact: 09/15/2008 Data Release Frequency: Annually

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: 12/31/2002 Source: EPA Date Data Arrived at EDR: 04/14/2006 Telephone: 202-260-5521 Date Made Active in Reports: 05/30/2006 Last EDR Contact: 08/11/2008 Number of Days to Update: 46 Next Scheduled EDR Contact: 10/13/2008 Data Release Frequency: Every 4 Years

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: 07/12/2008 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Date Data Arrived at EDR: 07/18/2008 Telephone: 202-566-1667 Date Made Active in Reports: 08/25/2008 Last EDR Contact: 06/16/2008 Number of Days to Update: 38 Next Scheduled EDR Contact: 09/15/2008 Data Release Frequency: Quarterly

FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 07/12/2008 Source: EPA Date Data Arrived at EDR: 07/18/2008 Telephone: 202-566-1667 Date Made Active in Reports: 08/25/2008 Last EDR Contact: 06/16/2008 Number of Days to Update: 38 Next Scheduled EDR Contact: 09/15/2008 Data Release Frequency: Quarterly

HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Source: Environmental Protection Agency Date Data Arrived at EDR: 03/01/2007 Telephone: 202-564-2501 Date Made Active in Reports: 04/10/2007 Last EDR Contact: 12/17/2007 Number of Days to Update: 40 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned

HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated.

TC2311716.1s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

Date of Government Version: 10/19/2006 Source: Environmental Protection Agency Date Data Arrived at EDR: 03/01/2007 Telephone: 202-564-2501 Date Made Active in Reports: 04/10/2007 Last EDR Contact: 12/17/2008 Number of Days to Update: 40 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned

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: 12/31/2006 Source: EPA Date Data Arrived at EDR: 03/14/2008 Telephone: 202-564-4203 Date Made Active in Reports: 04/18/2008 Last EDR Contact: 07/14/2008 Number of Days to Update: 35 Next Scheduled EDR Contact: 10/13/2008 Data Release Frequency: Annually

ICIS: Integrated Compliance Information System The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Date of Government Version: 04/24/2008 Source: Environmental Protection Agency Date Data Arrived at EDR: 06/10/2008 Telephone: 202-564-5088 Date Made Active in Reports: 08/08/2008 Last EDR Contact: 07/14/2008 Number of Days to Update: 59 Next Scheduled EDR Contact: 10/13/2008 Data Release Frequency: Quarterly

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: 12/04/2007 Source: EPA Date Data Arrived at EDR: 02/07/2008 Telephone: 202-566-0500 Date Made Active in Reports: 03/17/2008 Last EDR Contact: 08/07/2008 Number of Days to Update: 39 Next Scheduled EDR Contact: 11/03/2008 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. Date of Government Version: 07/08/2008 Source: Nuclear Regulatory Commission Date Data Arrived at EDR: 08/05/2008 Telephone: 301-415-7169 Date Made Active in Reports: 08/25/2008 Last EDR Contact: 06/30/2008 Number of Days to Update: 20 Next Scheduled EDR Contact: 09/29/2008 Data Release Frequency: Quarterly

RADINFO: Radiation Information Database The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactivity. Date of Government Version: 07/29/2008 Source: Environmental Protection Agency Date Data Arrived at EDR: 07/31/2008 Telephone: 202-343-9775 Date Made Active in Reports: 08/25/2008 Last EDR Contact: 07/31/2008 Number of Days to Update: 25 Next Scheduled EDR Contact: 10/27/2008 Data Release Frequency: Quarterly

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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: 07/01/2008 Source: EPA Date Data Arrived at EDR: 07/09/2008 Telephone: (215) 814-5000 Date Made Active in Reports: 08/25/2008 Last EDR Contact: 06/30/2008 Number of Days to Update: 47 Next Scheduled EDR Contact: 09/29/2008 Data Release Frequency: Quarterly

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: 04/17/1995 Source: EPA Date Data Arrived at EDR: 07/03/1995 Telephone: 202-564-4104 Date Made Active in Reports: 08/07/1995 Last EDR Contact: 06/02/2008 Number of Days to Update: 35 Next Scheduled EDR Contact: 09/01/2008 Data Release Frequency: No Update Planned

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: 12/31/2005 Source: EPA/NTIS Date Data Arrived at EDR: 03/06/2007 Telephone: 800-424-9346 Date Made Active in Reports: 04/13/2007 Last EDR Contact: 06/11/2008 Number of Days to Update: 38 Next Scheduled EDR Contact: 09/08/2008 Data Release Frequency: Biennially

SCRD DRYCLEANERS: State Coalition for Redediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin. Date of Government Version: 05/14/2008 Source: Environmental Protection Agency Date Data Arrived at EDR: 05/28/2008 Telephone: 615-532-8599 Date Made Active in Reports: 08/25/2008 Last EDR Contact: 08/25/2008 Number of Days to Update: 89 Next Scheduled EDR Contact: 11/10/2008 Data Release Frequency: Varies STATE AND LOCAL RECORDS

SHWS: This state does not maintain a SHWS list. See the Federal CERCLIS list and Federal NPL list. State Hazardous Waste Sites. State hazardous waste site records are the states’ equivalent to CERCLIS. These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. Available information varies by state. Date of Government Version: N/A Source: Department of Environmental Quality Date Data Arrived at EDR: N/A Telephone: 804-698-4236 Date Made Active in Reports: N/A Last EDR Contact: 07/14/2008 Number of Days to Update: N/A Next Scheduled EDR Contact: 10/13/2008 Data Release Frequency: N/A

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SWF/LF: Solid Waste Management Facilities Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 08/20/2008 Source: Department of Environmental Quality Date Data Arrived at EDR: 08/21/2008 Telephone: 804-698-4238 Date Made Active in Reports: 09/05/2008 Last EDR Contact: 06/30/2008 Number of Days to Update: 15 Next Scheduled EDR Contact: 09/29/2008 Data Release Frequency: Quarterly

LUST REG TD: Leaking Underground Storage Tank Sites Leaking underground storage tank site locations. Includes: counties of Accomack, Isle of Wight, James City, Northampton, Southampton, York; cities of Chesapeake, Franklin, Hampton, Newport News, Norfolk, Poquoson, Portsmouth, Suffolk, Virginia Beach, Williamsburg. Date of Government Version: 07/10/2008 Source: Department of Environmental Quality Tidewater Regional Office Date Data Arrived at EDR: 07/11/2008 Telephone: 757-518-2198 Date Made Active in Reports: 08/04/2008 Last EDR Contact: 07/09/2008 Number of Days to Update: 24 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: Quarterly

LUST REG SW: Leaking Underground Storage Tank Database Leaking underground storage tank site locations. Includes: counties of Bland, Buchanan, Carroll, Dickenson, Grayson, Lee, Russell, Scott, Smyth, Tazewell, Washington, Wise, Wythe; cities of Bristol, Galax, Norton. Date of Government Version: 08/26/2008 Source: Department of Environmental Quality Southwest Regional Office Date Data Arrived at EDR: 08/27/2008 Telephone: 276-676-4800 Date Made Active in Reports: 09/05/2008 Last EDR Contact: 08/04/2008 Number of Days to Update: 9 Next Scheduled EDR Contact: 11/03/2008 Data Release Frequency: No Update Planned

LUST REG SC: Leaking Underground Storage Tanks Leaking underground storage tank site locations. Includes: counties of Amherst, Appomattox, Buckingham, Campbell, Charlotte, Cumberland, Halifax, Lunenburg, Mecklenburg, Nottoway, Pittsylvania, Prince Deward; cities of Danville, Lynchburg. Date of Government Version: 06/25/2008 Source: Department of Environmental Quality, South Central Region Date Data Arrived at EDR: 06/25/2008 Telephone: 434-582-5120 Date Made Active in Reports: 08/04/2008 Last EDR Contact: 06/23/2008 Number of Days to Update: 40 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: Semi-Annually

LUST REG PD: Leaking Underground Storage Tank Sites Leaking underground storage tank site locaitons. Includes: counties of Amelia, Brunswick, Charles City, Chesterfield, Dinwiddie, Essex, Gloucester, Goochland, Greensville, Hanover, Henrico, King and Queen, King William, Lancaster, Mathews, Middlesex, New Kent, Northumberland, Powhatan, Prince George, Richmond, Surry, Sussex, Westmoreland; cities of Colonial Heights, Emporia, Hopewell, Petersburg. Date of Government Version: 06/25/2008 Source: Department of Environmental Quality Piedmont Regional Office Date Data Arrived at EDR: 06/25/2008 Telephone: 804-527-5020 Date Made Active in Reports: 08/04/2008 Last EDR Contact: 06/23/2008 Number of Days to Update: 40 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: Quarterly

LUST REG VA: Leaking Underground Storage Tank List Leaking underground storage tank site locations. Includes: counties of Albemarle, Augusta, Bath, Clarke, Fluvanna, Frederick, Greene, Highland, Nelson, Page, Rockbridge, Rockingham, Shenandoah, Warren; cities of Buena Vista, Charlottesville, Harrisonburg, Lexington, Staunton, Waynesboro, Winchester.

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Date of Government Version: 06/25/2008 Source: Department of Environmental Quality Valley Regional Office Date Data Arrived at EDR: 07/29/2008 Telephone: 540-574-7800 Date Made Active in Reports: 08/04/2008 Last EDR Contact: 06/23/2008 Number of Days to Update: 6 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: No Update Planned

LUST REG NO: Leaking Underground Storage Tank Tracking Database Leaking underground storage tank site locations. Includes: counties of Arlington, Caroline, Culpeper, Fairfax, Fauquier, King George, Loudoun, Louisa, Madison, Orange, Prince William, Rappahannock, Spotsylvania, Stafford; cities of Alexandria, Fairfax, Falls Church, Fredericksburg, Manassas, Manassas Park. Date of Government Version: 05/18/2004 Source: Department of Environmental Quality Northern Regional Office Date Data Arrived at EDR: 05/22/2004 Telephone: 703-583-3800 Date Made Active in Reports: 07/09/2004 Last EDR Contact: 06/23/2008 Number of Days to Update: 48 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: No Update Planned

LUST REG WC: Leaking Underground Storage Tank List Leaking underground storage tank site locations. Includes: counties of Alleghany, Bedford, Botetourt, Craig, Floyd, Franklin, Giles, Henry, Montgomery, Patrick, Pulaski, Roanoke; cities of Bedford, Clifton Forge, Covington, Martinsville, Radford, Roanoke, Salem. Date of Government Version: 07/09/2008 Source: Department of Environmental Quality West Central Regional Office Date Data Arrived at EDR: 07/18/2008 Telephone: 540-562-6700 Date Made Active in Reports: 08/04/2008 Last EDR Contact: 06/23/2008 Number of Days to Update: 17 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: No Update Planned

LTANKS: Leaking Petroleum Storage Tanks Includes releases of petroleum from underground storage tanks and aboveground storage tanks. Date of Government Version: 06/04/2008 Source: Department of Environmental Quality Date Data Arrived at EDR: 06/25/2008 Telephone: Please call the Date Made Active in Reports: 08/04/2008 Last EDR Contact: 06/25/2008 Number of Days to Update: 40 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: Quarterly

UST: Registered Petroleum 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: 06/04/2008 Source: Department of Environmental Quality Date Data Arrived at EDR: 06/25/2008 Telephone: 804-527-5249 Date Made Active in Reports: 07/25/2008 Last EDR Contact: 06/25/2008 Number of Days to Update: 30 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: Semi-Annually

AST: Registered Petroleum Storage Tanks Registered Aboveground Storage Tanks. Date of Government Version: 06/04/2008 Source: Department of Environmental Quality Date Data Arrived at EDR: 06/25/2008 Telephone: 804-698-4317 Date Made Active in Reports: 07/25/2008 Last EDR Contact: 06/25/2008 Number of Days to Update: 30 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: Semi-Annually

SPILLS: Pollution Complaint Database Pollution Complaints Database. The pollution reports contained in the PC database include the initial release reporting of Leaking Underground Storage Tanks and all other releases of petroleum to the environment as well as releases to state waters. The database is current through 12/1/93. Since that time, all spill and pollution reporting information has been collected and tracked through the DEQ regional offices.

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Date of Government Version: 06/01/1996 Source: Department of Environmental Quality Date Data Arrived at EDR: 10/22/1996 Telephone: 804-698-4297 Date Made Active in Reports: 11/21/1996 Last EDR Contact: 09/25/1996 Number of Days to Update: 30 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned

SPILLS NO: PREP Database The Department of Environmental Quality’s POLLUTION RESPONSE PROGRAM, known as PREP, provides for responses to air, water, and waste pollution incidents in order to protect human health and the environment. Date of Government Version: 07/02/2008 Source: Department of Environmental Quality, Northern Region Date Data Arrived at EDR: 07/18/2008 Telephone: 703-583-3864 Date Made Active in Reports: 08/04/2008 Last EDR Contact: 06/23/2008 Number of Days to Update: 17 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: No Update Planned

SPILLS PD: PREP Database The Department of Environmental Quality’s POLLUTION RESPONSE PROGRAM, known as PREP, provides for responses to air, water, and waste pollution incidents in order to protect human health and the environment. Date of Government Version: 04/25/2002 Source: Department of Environmental Quality, Piedmont Region Date Data Arrived at EDR: 05/01/2002 Telephone: 804-527-5020 Date Made Active in Reports: 05/31/2002 Last EDR Contact: 08/25/2008 Number of Days to Update: 30 Next Scheduled EDR Contact: 11/24/2008 Data Release Frequency: Quarterly

SPILLS TD: PREP Database The Department of Environmental Quality’s POLLUTION RESPONSE PROGRAM, known as PREP, provides for responses to air, water, and waste pollution incidents in order to protect human health and the environment. Date of Government Version: 07/18/2008 Source: Department of Environmental Quality, Tidewater Region Date Data Arrived at EDR: 07/31/2008 Telephone: 757-518-2177 Date Made Active in Reports: 09/05/2008 Last EDR Contact: 06/23/2008 Number of Days to Update: 36 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: Quarterly

SPILLS VA: PREP Database The Department of Environmental Quality’s POLLUTION RESPONSE PROGRAM, known as PREP, provides for responses to air, water, and waste pollution incidents in order to protect human health and the environment. Date of Government Version: 06/30/2008 Source: Department of Environmental Quality, Valley Regional Office Date Data Arrived at EDR: 07/29/2008 Telephone: 540-574-7800 Date Made Active in Reports: 08/04/2008 Last EDR Contact: 06/23/2008 Number of Days to Update: 6 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: Quarterly

SPILLS WC: Prep Database The Department of Environmental Quality’s POLLUTION RESPONSE PROGRAM, known as PREP, provides for responses to air, water, and waste pollution incidents in order to protect human health and the environment. Date of Government Version: 07/09/2008 Source: Department of Environmental Quality, West Central Region Date Data Arrived at EDR: 07/18/2008 Telephone: 540-562-6700 Date Made Active in Reports: 08/04/2008 Last EDR Contact: 06/23/2008 Number of Days to Update: 17 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: No Update Planned

SPILLS SW: Reportable Spills The Department of Environmental Quality’s POLLUTION RESPONSE PROGRAM, known as PREP, provides for responses to air, water, and waste pollution incidents in order to protect human health and the environment.

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Date of Government Version: 08/26/2008 Source: Department of Environmental Quality, Southwest Region Date Data Arrived at EDR: 08/27/2008 Telephone: 276-676-4839 Date Made Active in Reports: 09/05/2008 Last EDR Contact: 08/04/2008 Number of Days to Update: 9 Next Scheduled EDR Contact: 11/03/2008 Data Release Frequency: No Update Planned

ENG CONTROLS: Engineering Controls Sites Listing 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: 08/12/2008 Source: Department of Environmental Quality Date Data Arrived at EDR: 08/13/2008 Telephone: 804-698-4228 Date Made Active in Reports: 09/05/2008 Last EDR Contact: 08/13/2008 Number of Days to Update: 23 Next Scheduled EDR Contact: 10/20/2008 Data Release Frequency: Quarterly

INST CONTROL: Voluntary Remediation Program Database Sites included in the Voluntary Remediation Program database that have deed restrictions. Date of Government Version: 08/12/2008 Source: Department of Environmental Quality Date Data Arrived at EDR: 08/13/2008 Telephone: 804-698-4228 Date Made Active in Reports: 09/05/2008 Last EDR Contact: 08/13/2008 Number of Days to Update: 23 Next Scheduled EDR Contact: 10/20/2008 Data Release Frequency: Quarterly

VRP: Voluntary Remediation Program The Voluntary Cleanup Program encourages owners of elected contaminated sites to take the initiative and conduct voluntary cleanups that meet state environmental standards. Date of Government Version: 08/12/2008 Source: Department of Environmental Quality Date Data Arrived at EDR: 08/13/2008 Telephone: 804-698-4228 Date Made Active in Reports: 09/05/2008 Last EDR Contact: 08/13/2008 Number of Days to Update: 23 Next Scheduled EDR Contact: 10/20/2008 Data Release Frequency: Quarterly

DRYCLEANERS: Drycleaner List A listing of registered drycleaners. Date of Government Version: 01/31/2008 Source: Department of Environmental Quality Date Data Arrived at EDR: 02/01/2008 Telephone: 804-698-4407 Date Made Active in Reports: 02/14/2008 Last EDR Contact: 06/23/2008 Number of Days to Update: 13 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: Varies

BROWNFIELDS: Brownfields Site Specific Assessments To qualify for Brownfields Assessment, the site must meet the Federal definition of a Brownfields and should have contaminant issues that need to be addressed and a redevelopment plan supported by the local government and community. Virginia’s Department of Environmental Quality performs brownfields assessments under a cooperative agreement with the U.S. Environmental Protection Agency at no cost to communities, property owners or, prospective purchasers. The assessment is an evaluation of environmental impacts caused by previous site uses similar to a Phase II Environmental Assessment. Date of Government Version: 09/03/2008 Source: Department of Environmental Quality Date Data Arrived at EDR: 09/04/2008 Telephone: 804-698-4207 Date Made Active in Reports: 09/05/2008 Last EDR Contact: 09/03/2008 Number of Days to Update: 1 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Varies

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ENFORCEMENT: Enforcement Actions Data A listing of enforcement actions. Date of Government Version: 06/30/2008 Source: Department of Environmental Quality Date Data Arrived at EDR: 07/09/2008 Telephone: 804-698-4031 Date Made Active in Reports: 08/04/2008 Last EDR Contact: 06/30/2008 Number of Days to Update: 26 Next Scheduled EDR Contact: 09/29/2008 Data Release Frequency: Varies

CEDS: Comprehensive Environmental Data System Virginia Water Protection Permits, Virginia Pollution Discharge System (point discharge) permits and Virginia Pollution Abatement (no point discharge) permits. Date of Government Version: 07/01/2008 Source: Department of Environmental Quality Date Data Arrived at EDR: 07/03/2008 Telephone: 804-698-4077 Date Made Active in Reports: 08/04/2008 Last EDR Contact: 06/30/2008 Number of Days to Update: 32 Next Scheduled EDR Contact: 09/29/2008 Data Release Frequency: Semi-Annually

AIRS: Permitted Airs Facility List A listing of permitted Airs facilities. Date of Government Version: 07/01/2008 Source: Department of Environmental Quality Date Data Arrived at EDR: 07/03/2008 Telephone: 804-698-4000 Date Made Active in Reports: 08/04/2008 Last EDR Contact: 06/23/2008 Number of Days to Update: 32 Next Scheduled EDR Contact: 09/22/2008 Data Release Frequency: Varies TRIBAL RECORDS

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: 12/31/2005 Source: USGS Date Data Arrived at EDR: 12/08/2006 Telephone: 202-208-3710 Date Made Active in Reports: 01/11/2007 Last EDR Contact: 08/08/2008 Number of Days to Update: 34 Next Scheduled EDR Contact: 11/03/2008 Data Release Frequency: Semi-Annually

INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Source: Environmental Protection Agency Date Data Arrived at EDR: 12/03/2007 Telephone: 703-308-8245 Date Made Active in Reports: 01/24/2008 Last EDR Contact: 08/25/2008 Number of Days to Update: 52 Next Scheduled EDR Contact: 11/24/2008 Data Release Frequency: Varies

INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 03/17/2008 Source: EPA Region 7 Date Data Arrived at EDR: 03/27/2008 Telephone: 913-551-7003 Date Made Active in Reports: 05/06/2008 Last EDR Contact: 08/18/2008 Number of Days to Update: 40 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Varies

INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming.

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Date of Government Version: 05/28/2008 Source: EPA Region 8 Date Data Arrived at EDR: 06/10/2008 Telephone: 303-312-6271 Date Made Active in Reports: 08/08/2008 Last EDR Contact: 08/18/2008 Number of Days to Update: 59 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Quarterly

INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 07/11/2008 Source: Environmental Protection Agency Date Data Arrived at EDR: 07/11/2008 Telephone: 415-972-3372 Date Made Active in Reports: 08/08/2008 Last EDR Contact: 08/18/2008 Number of Days to Update: 28 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Quarterly

INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 05/30/2008 Source: EPA Region 10 Date Data Arrived at EDR: 05/30/2008 Telephone: 206-553-2857 Date Made Active in Reports: 08/08/2008 Last EDR Contact: 08/18/2008 Number of Days to Update: 70 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Quarterly

INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 03/12/2008 Source: EPA Region 1 Date Data Arrived at EDR: 03/14/2008 Telephone: 617-918-1313 Date Made Active in Reports: 03/20/2008 Last EDR Contact: 08/18/2008 Number of Days to Update: 6 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Varies

INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 03/17/2008 Source: EPA Region 4 Date Data Arrived at EDR: 03/27/2008 Telephone: 404-562-8677 Date Made Active in Reports: 05/06/2008 Last EDR Contact: 08/18/2008 Number of Days to Update: 40 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Semi-Annually

INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version: 06/16/2008 Source: EPA Region 6 Date Data Arrived at EDR: 06/16/2008 Telephone: 214-665-6597 Date Made Active in Reports: 08/08/2008 Last EDR Contact: 08/18/2008 Number of Days to Update: 53 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Varies

INDIAN UST R10: Underground Storage Tanks on Indian Land No description is available for this data Date of Government Version: 05/30/2008 Source: EPA Region 10 Date Data Arrived at EDR: 06/27/2008 Telephone: 206-553-2857 Date Made Active in Reports: 08/08/2008 Last EDR Contact: 08/18/2008 Number of Days to Update: 42 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Quarterly

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INDIAN UST R9: Underground Storage Tanks on Indian Land No description is available for this data Date of Government Version: 07/11/2008 Source: EPA Region 9 Date Data Arrived at EDR: 07/11/2008 Telephone: 415-972-3368 Date Made Active in Reports: 08/08/2008 Last EDR Contact: 08/18/2008 Number of Days to Update: 28 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Quarterly

INDIAN UST R7: Underground Storage Tanks on Indian Land No description is available for this data Date of Government Version: 06/01/2007 Source: EPA Region 7 Date Data Arrived at EDR: 06/14/2007 Telephone: 913-551-7003 Date Made Active in Reports: 07/05/2007 Last EDR Contact: 08/18/2008 Number of Days to Update: 21 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Varies

INDIAN UST R6: Underground Storage Tanks on Indian Land No description is available for this data Date of Government Version: 06/16/2008 Source: EPA Region 6 Date Data Arrived at EDR: 06/16/2008 Telephone: 214-665-7591 Date Made Active in Reports: 08/08/2008 Last EDR Contact: 08/18/2008 Number of Days to Update: 53 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Semi-Annually

INDIAN UST R5: Underground Storage Tanks on Indian Land No description is available for this data Date of Government Version: 12/21/2007 Source: EPA Region 5 Date Data Arrived at EDR: 12/21/2007 Telephone: 312-886-6136 Date Made Active in Reports: 01/24/2008 Last EDR Contact: 08/18/2008 Number of Days to Update: 34 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Varies

INDIAN UST R4: Underground Storage Tanks on Indian Land No description is available for this data Date of Government Version: 03/17/2008 Source: EPA Region 4 Date Data Arrived at EDR: 03/27/2008 Telephone: 404-562-9424 Date Made Active in Reports: 05/06/2008 Last EDR Contact: 08/18/2008 Number of Days to Update: 40 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Semi-Annually

INDIAN UST R1: Underground Storage Tanks on Indian Land A listing of underground storage tank locations on Indian Land. Date of Government Version: 03/12/2008 Source: EPA, Region 1 Date Data Arrived at EDR: 03/14/2008 Telephone: 617-918-1313 Date Made Active in Reports: 03/20/2008 Last EDR Contact: 08/18/2008 Number of Days to Update: 6 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Varies

INDIAN UST R8: Underground Storage Tanks on Indian Land No description is available for this data Date of Government Version: 05/28/2008 Source: EPA Region 8 Date Data Arrived at EDR: 06/10/2008 Telephone: 303-312-6137 Date Made Active in Reports: 08/08/2008 Last EDR Contact: 08/18/2008 Number of Days to Update: 59 Next Scheduled EDR Contact: 11/17/2008 Data Release Frequency: Quarterly

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INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version: 03/20/2008 Source: EPA, Region 7 Date Data Arrived at EDR: 04/22/2008 Telephone: 913-551-7365 Date Made Active in Reports: 05/19/2008 Last EDR Contact: 07/21/2008 Number of Days to Update: 27 Next Scheduled EDR Contact: 10/20/2008 Data Release Frequency: Varies

INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version: 04/02/2008 Source: EPA, Region 1 Date Data Arrived at EDR: 04/22/2008 Telephone: 617-918-1102 Date Made Active in Reports: 05/19/2008 Last EDR Contact: 07/21/2008 Number of Days to Update: 27 Next Scheduled EDR Contact: 10/20/2008 Data Release Frequency: Varies EDR PROPRIETARY RECORDS

Manufactured Gas Plants: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. Date of Government Version: N/A Source: EDR, Inc. Date Data Arrived at EDR: N/A Telephone: N/A Date Made Active in Reports: N/A Last EDR Contact: N/A Number of Days to Update: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned

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.

CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version: 12/31/2005 Source: Department of Environmental Protection Date Data Arrived at EDR: 06/15/2007 Telephone: 860-424-3375 Date Made Active in Reports: 08/20/2007 Last EDR Contact: 06/13/2008 Number of Days to Update: 66 Next Scheduled EDR Contact: 09/08/2008 Data Release Frequency: Annually

NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 09/30/2007 Source: Department of Environmental Protection Date Data Arrived at EDR: 12/04/2007 Telephone: N/A Date Made Active in Reports: 12/31/2007 Last EDR Contact: 08/08/2008 Number of Days to Update: 27 Next Scheduled EDR Contact: 11/03/2008 Data Release Frequency: Annually

TC2311716.1s Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version: 05/27/2008 Source: Department of Environmental Conservation Date Data Arrived at EDR: 05/29/2008 Telephone: 518-402-8651 Date Made Active in Reports: 07/10/2008 Last EDR Contact: 08/28/2008 Number of Days to Update: 42 Next Scheduled EDR Contact: 11/24/2008 Data Release Frequency: Annually

PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2006 Source: Department of Environmental Protection Date Data Arrived at EDR: 12/21/2007 Telephone: N/A Date Made Active in Reports: 01/10/2008 Last EDR Contact: 06/09/2008 Number of Days to Update: 20 Next Scheduled EDR Contact: 09/08/2008 Data Release Frequency: Annually

RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2007 Source: Department of Environmental Management Date Data Arrived at EDR: 06/03/2008 Telephone: 401-222-2797 Date Made Active in Reports: 08/07/2008 Last EDR Contact: 06/16/2008 Number of Days to Update: 65 Next Scheduled EDR Contact: 09/15/2008 Data Release Frequency: Annually

WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2007 Source: Department of Natural Resources Date Data Arrived at EDR: 08/22/2008 Telephone: N/A Date Made Active in Reports: 09/08/2008 Last EDR Contact: 08/22/2008 Number of Days to Update: 17 Next Scheduled EDR Contact: 10/06/2008 Data Release Frequency: Annually

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.

TC2311716.1s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING

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: Licensed Facilities Source: Department of Social Services Telephone: 804-692-1900

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 and 2005 from the U.S. Fish and Wildlife Service.

Virginia Public Water Supplies Source: Department of Health, Office of Water Programs Telephone: 804-786-1756

STREET AND ADDRESS INFORMATION

© 2008 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.

TC2311716.1s Page GR-19 GEOCHECK ® - PHYSICAL SETTING SOURCE ADDENDUM

TARGET PROPERTY ADDRESS

HANSON PROPERTY 23862 EVERGREEN MILLS ROAD ASHBURN, VA 20105

TARGET PROPERTY COORDINATES

Latitude (North): 38.97223 - 38˚ 58’ 20.0’’ Longitude (West): 77.55217 - 77˚ 33’ 7.8’’ Universal Tranverse Mercator: Zone 18 UTM X (Meters): 278895.7 UTM Y (Meters): 4316585.5 Elevation: 322 ft. above sea level

USGS TOPOGRAPHIC MAP

Target Property Map: 38077-H5 ARCOLA, VA Most Recent Revision: 1981

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.

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.

TC2311716.1s 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 General Topographic Gradient: General South

SURROUNDING TOPOGRAPHY: ELEVATION PROFILES 395 391 386 385 377 369 354 345 344 330 322 322 318 317 317 307 293 292 Elevation (ft) 278

North South TP 344 343 342 340 337 336 335 330 330 330 329 327 324 323 322 319 318 318 311 Elevation (ft)

West East TP 0 1/2 1 Miles ✩Target Property Elevation: 330 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.

TC2311716.1s 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 LOUDOUN, VA Not Available

Flood Plain Panel at Target Property: Not Reported

Additional Panels in search area: Not Reported

NATIONAL WETLAND INVENTORY NWI Electronic NWI Quad at Target Property Data Coverage ARCOLA 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.

Site-Specific Hydrogeological Data*: Search Radius: 1.25 miles Status: Not found

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

* ©1996 Site−specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. TC2311716.1s 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: Plutonic and Intrusive Rocks System: Triassic Series: Triassic mafic intrusives Code: Tri (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: BRECKNOCK

Soil Surface Texture: silt loam

Hydrologic Group: Class B - Moderate infiltration rates. Deep and moderately deep, moderately well and well drained soils with moderately coarse 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: > 40 inches

Depth to Bedrock Max: > 60 inches

TC2311716.1s Page A-4 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY

Soil Layer Information

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

1 0 inches 8 inches silt loam Silt-Clay FINE-GRAINED Max: 2.00 Max: 6.50 Materials (more SOILS, Silts and Min: 0.60 Min: 4.50 than 35 pct. Clays (liquid passing No. limit less than 200), Silty 50%), silt. Soils. 2 8 inches 36 inches silt loam Silt-Clay FINE-GRAINED Max: 2.00 Max: 6.50 Materials (more SOILS, Silts and Min: 0.60 Min: 4.50 than 35 pct. Clays (liquid passing No. limit less than 200), Silty 50%), silt. Soils. 3 36 inches 46 inches channery - silt Silt-Clay COARSE-GRAINED Max: 2.00 Max: 6.50 loam Materials (more SOILS, Gravels, Min: 0.60 Min: 4.50 than 35 pct. Gravels with passing No. fines, Silty 200), Silty Gravel Soils. 4 46 inches 50 inches weathered Not reported Not reported Max: 6.00 Max: 0.00 bedrock Min: 0.60 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: No Other Soil Types

Surficial Soil Types: No Other Soil Types

Shallow Soil Types: silty clay loam gravelly - silty clay very gravelly - silt loam loam

Deeper Soil Types: unweathered bedrock

LOCAL / REGIONAL WATER AGENCY RECORDS

EDR Local/Regional Water Agency records provide water well information to assist the environmental professional in assessing sources that may impact ground water flow direction, and in forming an opinion about the impact of contaminant migration on nearby drinking water wells.

TC2311716.1s Page A-5 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY

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 No Wells Found

FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION MAP ID WELL ID FROM TP No PWS System Found

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

STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP No Wells Found

TC2311716.1s Page A-6 36

400

3

60

360

440

3 360 400 6 0

360

320

320

320

320 280 280

VA

320

280

80

EDR Inc. GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS RADON

AREA RADON INFORMATION

Federal EPA Radon Zone for LOUDOUN County: 2 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.

Federal Area Radon Information for LOUDOUN COUNTY, VA Number of sites tested: 6 Area Average Activity % <4 pCi/L % 4-20 pCi/L % >20 pCi/L

Living Area - 1st Floor 1.083 pCi/L 100% 0% 0% Living Area - 2nd Floor Not Reported Not Reported Not Reported Not Reported Basement 2.050 pCi/L 100% 0% 0%

TC2311716.1s Page A-8 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 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection.

HYDROLOGIC INFORMATION

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 and 2005 from the U.S. Fish and Wildlife Service.

HYDROGEOLOGIC INFORMATION

AQUIFLOW R 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.

SSURGO: Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Services (NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Services, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management.

LOCAL / REGIONAL WATER AGENCY RECORDS

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.

TC2311716.1s Page A-9 PHYSICAL SETTING SOURCE RECORDS SEARCHED

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.

STATE RECORDS

Virginia Public Water Supplies Source: Department of Health, Office of Water Programs Telephone: 804-786-1756

OTHER STATE DATABASE INFORMATION

RADON

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

STREET AND ADDRESS INFORMATION

© 2008 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.

TC2311716.1s Page A-10

APPENDIX 4

SANBORN RADIUS MAP REPORT

TRIAD TRIAD ENGINEERING Hanson Property 23862 Evergreen Mills Road Ashburn, VA 20105

Inquiry Number: 2311716.2 September 08, 2008

Certified Sanborn® Map Report Certified Sanborn® Map Report 9/08/08

Site Name: Client Name: Hanson Property Triad Engineering Inc. 23862 Evergreen Mills Road 200 Aviation Drive Ashburn, VA 20105 Winchester, VA 22604

EDR Inquiry # 2311716.2 Contact: Alex Miller

The complete Sanborn Library collection has been searched by EDR, and fire insurance maps covering the target property location provided by Triad Engineering Inc. were identified for the years listed below. The certified Sanborn Library search results in this report can be authenticated by visiting www.edrnet.com/sanborn and entering the certification number. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by Sanborn Library LLC, the copyright holder for the collection.

Certified Sanborn Results:

Site Name: Hanson Property Address: 23862 Evergreen Mills Road City, State, Zip: Ashburn, VA 20105 Cross Street: P.O. # 05-08-0105

Project: Hanson Property Sanborn® Library search results Certification # DEC5-40CE-823D Certification # DEC5-40CE-823D

The Sanborn Library includes more than 1.2 million UNMAPPED PROPERTY Sanborn fire insurance maps, which track historical property usage in approximately 12,000 American This report certifies that the complete holdings of the Sanborn cities and towns. Collections searched: Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found. Library of Congress University Publications of America

EDR Private Collection Total Maps: 0

Limited Permission To Make Copies Triad Engineering Inc. (the client) is permitted to make up to THREE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request.

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 2008 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.

APPENDIX 5

RESUMES OF ENVIRONMENTAL PROFESSIONALS

TRIAD TRIAD ENGINEERING Glenn R. Pyle, P.G., L.R.S. Senior Environmental Geologist

EDUCATION MS, Geology California University of Pennsylvania, California, PA, 1992 BS, Geology California University of Pennsylvania, California, PA, 1990

CERTIFICATIONS, REGISTRATIONS, LICENSES, AND TRAINING Registered Professional Geologist Tennessee Licensed Remediation Specialist West Virginia 40-Hour Hazardous Materials Site Worker (OSHA 29 CFR Part 1910.120) 8-Hour Hazardous Materials Site Supervisor (OSHA 29 CFR 1910.120(e) (4)) 8-Hour Confined Space Entry (OSHA 29 CFR Part 1910.146)

DIRECT WORK EXPERIENCE AND PRIMARY RESPONSIBILITIES Triad Engineering, Inc. Senior Environmental Geologist Purcellville, Virginia 2007 - Present

Specialized Engineering, Inc. Senior Geologist Charlestown, West Virginia 2006 - 2007

Applied Environmental, Inc. Division Manager- Environmental Services Reston, Virginia 2005 - 2006

Applied Environmental, Inc. Senior Hydrogeologist Reston, Virginia 2002 - 2005

Applied Environmental, Inc. Hydrogeologist Reston, Virginia 1998 - 2002

Land Tech Remedial, Inc. Hydrogeologist Frederick, Maryland 1997 - 1998

Dames & Moore, Inc. Staff Hydrogeologist Willow Grove, PA 1993 - 1997

PROFESSIONAL ORGANIZATION/ASSOCIATIONS Association of Environmental & Engineering Geologists, Vice-Chair Baltimore/Washington/Harrisburg Section

CURRENT POSITION RESPONSIBILITIES Mr. Pyle is currently a Senior Environmental Geologist for the Purcellville, Virginia office of Triad Engineering, Inc. Mr. Pyle has 14 years of comprehensive environmental consulting experience in the Pennsylvania, Maryland, Virginia, West Virginia, and Washington, D.C. area. Mr. Pyle’s current duties involve the direction and management of comprehensive environmental investigations and remediation projects at sites located in Virginia, West Virginia, Maryland, and Washington, D.C. As a Senior Geologist, Mr. Pyle assists in the direction and project management of Triad’s practice in environmental science and engineering related to environmental site investigations and remediation, conceptual design of pollution abatement strategies, and management of remediation programs. His technical experience includes:

• Technical direction and management of projects involving the assessment and remediation of releases of regulated and hazardous substances; • Design, installation, and maintenance of conventional remedial systems, and innovative ex- situ and in-situ remedial technologies; • Management of Brownfields and voluntary remediation projects; • Phase I and II Environmental Site Assessments; and • Management of environmental emergency response situations.

REPRESENTATIVE PROJECT EXPERIENCE SUMMARY

Response Action Plan, Voluntary Cleanup Program, Frederick, Maryland Mr. Pyle served as the Project Manager for the completion of a Response Action Plan (RAP) at a former rail yard in the City of Frederick, Maryland. The RAP was completed in accordance with Maryland’s Voluntary Cleanup Program (VCP) and provided the client and state regulatory personnel with a comprehensive plan that identifies environmental hazards and guidelines for remediation of the site prior to development. The Rap was designed to allow for a combination of commercial and residential properties under a risk-based plan which would leave a level of contaminants in place. The plan included a comprehensive plan to cap these residual contaminants as well as a subsequent cap monitoring plan. Specific design parameters for cap construction materials, thickness, and ultimate cover were presented in the plan. The RAP was ultimately approved by the Maryland Department of the Environment for implementation prior to site development.

Pollution Prevention/Environmental Protection Plan, Various Sites in Virginia Mr. Pyle served as the Project Manager for the completion of Pollution Prevention/Environmental Protection Plans at various US Military installations in Virginia. The Pollution Prevention/Environmental Protection Plans (PP/EPP) describe the project and project area, identify potential environmental concerns, present environmental protection measures to avoid or minimize those concerns, and provide Best Management Practices (BMPs) and remedial actions to employ should environmental issues arise. The PP/EPP defines the following topics: Personnel Training; Erosion and Sediment Control Plan; Plans Stockpiles of Excess or Spoil Materials and Runoff Controls; Spill Control Plan; Non-Hazardous Waste Disposal Plan; Recycling and Solid Waste Minimization Plan; Air Pollution Control Plan; Contaminant Prevention Plan; Waste Water Management Plan; Historical Archaeological, Cultural Resources, Biological Resources, and Wetlands Plan, as well as other site-specific requirements. Each of the plans was approved by the US Army Corps of Engineers prior to commencement of any site work.

Storm Water Discharge Survey and Permit Application, FBI Academy, Quantico, Virginia Mr. Pyle served as the Project Manager for the completion of a survey of 21 discharge outfalls across the facility and preparation of the storm water monitoring/sampling plan. All activities were conducted in accordance with 40 CFR 122.21(g) (7) and with USEPA’s NPDES Storm Wwater Sampling Guidance Manual (EPA 833-B-92-001). Grab samples were obtained directly by the team or by a battery-powered, automated sampler programmed to collect samples after 0.10 inch of rain had accumulated. Mr. Pyle completed the comprehensive sampling and monitoring plan and the NPDES Permit Application for submittal to the VADEQ.

Site Characterization, Saint Elizabeth’s Hospital, Washington, D.C. Mr. Pyle served as the Project Manager for the complete site characterization of a 180-acre property in Southeast Washington, D.C. The subsurface characterization involved the completion of 14 groundwater monitoring wells with a hollow-stem auger drill rig. Soil and groundwater samples were collected from each monitoring well and submitted for laboratory analysis. In addition to the monitoring wells, 22 soil borings were completed by hand auger in those areas where shallow soils were the focus of the investigation. Soil samples from each boring were submitted for laboratory analysis. In waste dumping areas, a backhoe was utilized to excavate eight test pits and to collect discrete soil samples. Soil samples from each test pit were submitted for laboratory analysis. A surface stream in one portion of the property was delineated and sampled to characterize its quality. LPH was observed in one groundwater monitoring well, triggering a secondary investigation in order to delineate the areal extent of the LPH plume. A Geoprobe direct-push rig was utilized to complete soil borings in the area for soil and groundwater sample collection. The data collected during the subsequent investigation was utilized in completing the corrective action plan (CAP) and the remedial action plan (RAP) for the property. Surfactant Enhanced Aquifer Remediation (SEAR) was conducted in the LPH-impacted area to remove the LPH. Successful closure of the LPH case was subsequently granted by the District of Columbia. Mapping of large areas of suspect dioxin-containing ash were surveyed with GPS units and incorporated into a GIS database to allow for accurate mapping of the horizontal and vertical extents of the dumped ash. The GPS data was processed into aerial photographs and topographic maps as part of the GIS database. Subsequent sampling of the dumped ash confirmed the presence of dioxins, metals, and petroleum hydrocarbons. Subsequent studies were directed to the EPA.

Site Characterization – Prince William County, Virginia Public School Mr. Pyle served as the Project Manager for the completion of Site Characterization Report (SCR) at a local elementary school. Following a release from the UST associated with the emergency generator, four groundwater-monitoring wells were installed at the school. Soil and groundwater samples were collected from each monitoring well. Based upon the SCR, an SCR addendum was required by the VADEQ. The SCR addendum included the completion of additional groundwater monitoring wells and subsequent sampling. Case closure was successfully negotiated with the VADEQ.

UST Removal and Site Characterization, Various Gasoline Retailing Sites, Virginia and Maryland During a teaming arrangement with a local UST installer/remover firm, Mr. Pyle served as the Project Manager for the removal and upgrade of USTs at numerous sites. At several sites, environmental investigations were triggered as a result of leaking USTs. Initial abatement measures (i.e. soil excavation and disposal, liquid petroleum hydrocarbons removal, etc.) were conducted where necessary. Following completion of initial abatement, SCRs were completed by installing groundwater monitoring wells and collecting soil and groundwater samples from each well. Case closure for each site was successfully negotiated with the state agency.

Corrective Action Plan and Remedial Action Plan Development, Residential Apartment Complex, Falls Church, Virginia Mr. Pyle served as the Project Manager for the design and implementation of the CAP for the site. The CAP implementation involved the design of modifications to the monitoring wells to allow LPH recovery via a vacuum truck. In order to enhance the recovery of the LPH from the site, negotiations with the state agency allowed the implementation of a SEAR program at the site. The use of the innovative technology significantly increased LPH recovery at the site. This innovative technology allowed for case closure form the VADEQ within six months of implementation; previous anticipated closure date was over two years longer than actual date. Case closure subsequently granted by the VADEQ.

Groundwater Monitoring, Ronald Reagan National Airport, Washington, DC Mr. Pyle served as the Project Manager for groundwater and liquid phase hydrocarbons (LPH) monitoring and abatement. Groundwater and LPH levels were monitored twice a month and LPH floating on the water table was recovered with a vacuum truck from specially modified monitoring wells. Groundwater samples were collected for laboratory analysis on an annual basis. Monthly LPH recovery reports and annual groundwater monitoring reports were submitted to the client and the VADEQ.

Storm Water Discharge Monitoring, Dulles and Reagan National Airports, Washington, DC and Herndon, Virginia Mr. Pyle served as the Project Manager for the operation of programmable sampling units for the collection of storm water runoff following precipitation events concurrent with the use of glycol-based deicer. The samplers were located at the storm water outfalls at Dulles and National Airports. One grab sample per hour was collected by the sampler for a 24-hour period. The sampler was initiated via telephone and the samples were removed following the 24-hour collection period. The samples were submitted for laboratory analysis of BOD and COD per the NPDES permit for the facilities.

Storm Water Monitoring, Reagan National Airport, Washington, DC Mr. Pyle served as the Project Manager for storm water discharge sampling from four outfalls at Ronald Reagan Washington National Airport during precipitation events concurrent with the use of glycol-based deicer. Because the discharge points are influenced by tidal conditions of the Potomac River, samples were collected during periods when the tide was going out. Both grab and composite samples were collected during each sampling event. Grab samples were collected during the first 30 minutes of a discharge in order to characterize the maximum concentration of a pollutant that may occur (during outflow from the facility). Composite samples were collected with an automated, programmable sampler.

Joseph Alexander Miller Staff Environmental Scientist

EDUCATION BS, Environmental Studies, Shepherd University, Shepherdstown WV, 2003

CERTIFICATIONS, REGISTRATIONS, LICENSES, AND TRAINING • Licensed Asbestos Inspector (Virginia License Number: 3303 003199) • Licensed Lead Based Paint Inspector (Virginia License Number: 3355 000618) • 40-Hour Hazardous Materials Site Worker (OSHA 29 CFR Part 1910.120) • Environmental Site Assessments for (ASTM International) Commercial Real Estate • Certification: Concrete Field Testing • WACEL Soils Level I Technician

DIRECT WORK EXPERIENCE AND PRIMARY RESPONSIBILITIES Triad Engineering, Inc. Environmental Scientist Purcellville, VA 2005 - Present

Triad Engineering, Inc Engineering Technician Purcellville, VA 2005

USDA Appalachian Biological Science Laboratory Technician Fruit Research Station 2003 - 2005(Full-time) Kearneysville, WV 2002 - 2003 (Part-time)

CURRENT POSITION RESPONSIBILITIES

Mr. Miller is an Environmental Scientist for the Purcellville, Virginia office of Triad Engineering, Inc. In this capacity, Mr. Miller is responsible for field activities, research, and report preparation associated with environmental investigation and remediation projects. Mr. Miller’s technical work and fields of competence include:

• Asbestos Inspections; • Lead Based Paint Inspections; • Visible Emission Evaluations; • Phase I/II Environmental Site Assessments; • Soil, Groundwater, and Surface Water Sampling; • Quarterly Groundwater Monitoring and Reporting; and • Oversight of Environmental Remediation Activities.

PROJECT EXPERIENCE SUMMARY

Loudoun County Fields Property, Purcellville, VA:

As the supporting environmental scientist, Mr. Miller performed a Phase I ESA investigation on behalf of Loudoun County Public Schools for a former agricultural property in Loudoun County, Virginia. During the course of the Phase I ESA, two Underground Storage Tanks (USTs) that were formerly utilized for the storage of home heating oil were identified. The removal of the USTs was completed in accordance with local, state, and federal regulations. Evidence of a petroleum release was detected in the site soil and prompted the initiation of abatement activities and site characterization at the site in accordance with the guidelines of the Virginia Department of Environmental Quality (VADEQ) Petroleum Storage Tank Program. As a result of successful remediation and appropriate risk assessment, the case was closed and appropriate funds were reimbursed to the client through the Virginia Petroleum Storage Tank Fund (VPSTF).

Martinsburg Station, Martinsburg, WV:

As the supporting environmental scientist, Mr. Miller assisted in the Remedial Action Work Plan for the re-development of a former apple orchard for residential use through the West Virginia Voluntary Remediation Program. Mr. Miller was responsible for obtaining pre-construction samples of soil throughout the property to determine the level of contamination present at the site. Soil samples identified arsenic levels higher that the recommended background level. As a result, Mr. Miller was present during remediation to observe the remedial activities associated with the site. Mr. Miller conducted clearance sampling for individual grids in order for the client to obtain its Certification of Completion throughout the project.

Dabkowski Property, Berryville, VA:

As the supporting environmental scientist, Mr. Miller conducted a Phase II investigation of a petroleum release at a residential property in Berryville, Virginia. The release was discovered by the property owner due to the presence of petroleum odors in his domestic groundwater supply. A temporary alternate water supply was immediately established for the property via carbon treatment of the existing water source. Characterization of the release has been achieved via the establishment of a monitoring well network and sampling of proximal domestic supply wells. A new domestic supply well was installed on the property in March 2008. Costs associated with this project have been reimbursed to the client through the Virginia Petroleum Storage Tank Fund (VPSTF).

Yontz Property, Bioremediation Project, Martinsburg, WV:

As the supporting environmental scientist , Mr. Miller responded to a release of petroleum at a residential property in Martinsburg, West Virginia. Release abatement consisted of excavation and off-site transport and disposal of petroleum-impacted material. Residual petroleum that could not be excavated due to proximity to site structures was treated via a liquid bioremediation strategy. Clearance sampling was conducted in April 2008 and as a result of successful remediation, the case was closed.

Remedial Action Work Plan Implementation, Southern States Co., Martinsburg, WV:

As the supporting Environmental Scientist, Mr. Miller assisted in the implementation of the Remedial Action Work Plan once a petroleum release was detected. Mr. Miller continues to conduct monthly Operation & Maintenance of the operating groundwater remediation system and collects monthly discharge samples from the system. Mr. Miller collects groundwater samples from existing monitoring wells on a quarterly basis for laboratory analysis. Mr. Miller subsequently prepared the monthly DMR reports and the quarterly monitoring reports for submittal to the WVDEP.

Remedial Action Work Plan Implementation, Ewing Oil, Charles Town, WV:

As the supporting Environmental Scientist, Mr. Miller assisted in the implementation of the Remedial Action Work Plan once a petroleum release was detected. Mr. Miller assisted in the enhance natural attenuation remedial action by installing and monitoring oxygen release material and subsequently collecting groundwater samples from existing monitoring wells on a quarterly basis for laboratory analysis. Mr. Miller subsequently prepared the quarterly monitoring reports for submittal to the WVDEP.

Loudoun County Route 9/671 Environmental Assessment, Loudoun County Office of Capital Construction

Mr. Miller served as the supporting environmental scientist and completed the Phase I Environmental Site Assessment for the 9.5-acre property. Mr. Miller performed environmental research, interviews, regulatory research, site inspections, and completed the final report.

Loudoun County Ashburn Environmental Assessment, Loudoun County Office of Capital Construction

Mr. Miller served as the supporting environmental scientist and completed the Phase I Environmental Site Assessment for the 4.96-acre property. Mr. Miller performed environmental research, interviews, regulatory research, site inspections, and completed the final report.

WETLANDS AND WILDLIFE ASSESSMENT

Hanson Property Aldie, Virginia

Prepared For:

Loudoun County Office of County Administrator ATTN: Mr. Paul L. Brown 1 Harrison Street, S.E. Leesburg, VA 20176

Prepared By:

TRIAD ENGINEERING, INC. 210 North 21st Street, Suite D Purcellville, Virginia 20132

October 22, 2008

TRIAD Project No.: 05-08-0034 Wetlands and Wildlife Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 2

1.0 ECOLOGICAL COMMUNITIES

The site is located along the northern and southern sides of Evergreen Mills Road (SR-621) in Loudoun County, Virginia and is within the Middle Potomac-Catoctin Watershed (U.S. Geological Survey (USGS) Hydrological Unit Code 02070008). The site drains to the south toward Broad Run. Broad Run is a tributary to the Potomac River. The site contains a single- family residence, which is located on the southern side of Evergreen Mills Road, and a farm complex, which is located on the northern side of Evergreen Mills Road. The site primarily consists of a sod farm; however, there are tree lines and areas of forest cover present throughout; particularly in the drainage swales.

According to the Virginia Department of Conservation and Recreation (DCR), Natural Heritage Program, the natural forest cover type for this region is the low-elevation mesic forest. However, due to the use of the Site as a sod farm, the majority of the tree cover has been cleared. On this basis, the forest cover at the site, although resembling the natural forest cover type is somewhat a derivative or descendent of the natural forest composition.

As a result of an on-site inspection, it is our conclusion that there are three ecological communities present at the site. All of these communities have evolved with significant human alteration (the use of the Site as a sod farm). Brief discussions of these ecological communities are presented below. The survey results are presented in greater detail in Volume III of this report.

• Forested Wetland - is characterized by woody vegetation that is 20 feet tall or taller. Forested Wetlands are most common in the eastern United States and occur only in the Palustrine and Estuarine Systems and normally possess an overstory of trees, an understory of young trees or shrubs, and a herbaceous layer.

• Scrub-shrub wetlands - includes areas dominated by woody vegetation less than 20 feet tall. The species include true shrubs, young trees, and trees or shrubs that are small or stunted because of environmental conditions. Scrub-Shrub Wetlands may represent a successional stage leading to Forested Wetland, or they may be relatively stable communities. Wetlands and Wildlife Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 3

• Palustrine emergent wetlands - this community is characterized by erect, rooted, herbaceous hydrophytes, excluding mosses and lichens. This vegetation is present for most of the growing season in most years. These wetlands are usually dominated by perennial plants. All water regimes are included except subtidal and irregularly exposed.

2.0 WETLAND HABITATS

TRIAD, in general accordance with the Routine Wetlands Determination Method as outlined in the 1987 U.S. Army Corps of Engineers (Corps) Wetlands Delineation Manual, performed a preliminary investigation to determine if jurisdictional waters of the U.S. and/or waters of the Commonwealth of Virginia, including wetlands, exist at the site. This included an off-site, office analysis and an on-site inspection, which occurred on October 7 and 8, 2008.

The site is located along the northern and southern sides of Evergreen Mills Road (SR-621) in Loudoun County, Virginia and is within the Middle Potomac-Catoctin Watershed (U.S. Geological Survey (USGS) Hydrological Unit Code 02070008). The site drains to the south toward Broad Run. Broad Run is a tributary to the Potomac River. The site contains a single- family residence, which is located on the southern side of Evergreen Mills Road, and a farm complex, which is located on the northern side of Evergreen Mills Road. The site primarily consists of a sod farm; however, there are tree lines and areas of forest cover present throughout; particularly in the drainage swales.

The off-site, office analysis consisted of a review of available information including the USGS 7.5-Minute Series Topographic Map (Arcola, Virginia quadrangle); the U.S. Department of Agriculture (USDA), Natural Resource Conservation Service (NRCS) Web Soil Survey of Loudoun County, Virginia; the U.S. Department of the Interior Fish and Wildlife Service National Wetland Inventory (NWI) Map (Arcola, Virginia quadrangle); the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) Number 51107C0360 D, effective July 5, 2001; and a 2006 aerial photograph. In addition, the Loudoun County Online Mapping System Environmental Layer was also accessed and reviewed for the site (see Wetlands and Wildlife Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 4

attached Figures). According to these sources, there are surface water features, wetland habitats, and hydric soils present within the confines of the site, but there is no mapped 100- year flood plain.

The USDA NRCS Web Soil Survey of Loudoun County, Virginia identifies the mapped soils at the site as 14B Manassas silt loam; 17B - Middleburg silt loam; 60C - Sycoline-Catlett complex; 62B - Sycoline-Kelly complex; 63A - Kelly silt loam; 64C - Legore loam; 65B - Montalto silty clay loam; 66A - Waxpool silt loam; 67B and 68B - Jackland and Haymarket soils; 69A - Elbert silty clay loam; 73B and 73C - Penn silt loam; 74B - Ashburn silt loam; 77C3 - Nestoria channery silt loam; 78A - Dulles silt loam; 79A - Albano silt loam; and W – Water. Of these mapped soil types, 17B – Middleburg silt loam; 60C - Sycoline-Catlett complex; 62B - Sycoline-Kelly complex; 63A - Kelly silt loam; 64C - Legore loam; 65B - Montalto silty clay loam; 66A - Waxpool silt loam; 67B and 68B - Jackland and Haymarket soils; 69A - Elbert silty clay loam; 77C3 - Nestoria channery silt loam; 78A - Dulles silt loam; and 79A - Albano silt loam are listed as hydric soils when located in drainageways.

The on-site inspection confirmed the presence of jurisdictional waters of the U.S. and waters of the State (as one and the same) in the form of Relatively Permanent Waterways (RPWs), i.e., unnamed tributaries to Broad Run, open water habitats, i.e., ponds, and palustrine emergent, scrub-shrub, and forested wetlands associated therewith. Noteworthy is that remnant wetland delineation flagging was observed at the site in proximity to Evergreen Mills Road. This wetland delineation flagging was likely associated with the recently installed waterline that runs parallel with Evergreen Mills Road. Brief discussions of the jurisdictional waters of the U.S. and waters of the State, including wetlands, at the site are as follows:

• Consistent with the USGS Map, four RPWs consisting of unnamed tributaries to Broad Run were identified at the site. These unnamed tributaries to Broad Run consist of incised stream channels with evident beds and banks that exhibit an ordinary high water mark (OHWM). At the time of the on-site investigation, these RPWs contained little to no base flow; however, the duration of base flow, i.e., whether it is persistent or seasonal, could not be ascertained based on a point in time observation. Regardless, these RPWs would be considered as jurisdictional waters of the U.S. as a result of a significant nexus to a TNW and as waters of the State. On this basis these RPWs would be subject to Wetlands and Wildlife Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 5

regulation by the Corps under Section 404 of the Clean Water Act (CWA) and the Virginia Department of Environmental Quality (DEQ) under the Virginia Water Protection (VWP) program.

• Consistent with the USGS and NWI Maps, five ponds were identified at the site. All five ponds are in-stream impoundments that consist of excavated basins with an earthen embankment. These ponds all appear to maintain a static water surface elevation and exhibit an OHWM. In addition, as in-stream impoundments, they discharge to unnamed tributaries to Broad Run via some type of principal and/or emergency outlet structure or, in some cases, via seeping though their embankments. These ponds would be considered as open water habitats subject to regulation by the Corps under Section 404 of the CWA and the DEQ under the VWP program.

• Fairly consistent with the predicted wetlands layer of the Loudoun County Online Mapping System and to a degree the NWI Map, palustrine emergent, scrub-shrub, and forested wetlands were identified at the site. These wetland areas abut or have a continuous surface connection to the aforementioned unnamed tributaries to Broad Run or one of the associated in-stream impoundments. These wetlands contain hydrophytic vegetation with greater than 50% of the dominant plant species having a FAC, FACW, or OBL indicator status; indicators of hydric soils, i.e., low chroma values with mottling and sometimes concretions; and wetland hydrology indicators in various forms. These wetlands would be subject to regulation by the Corps under Section 404 of the CWA and the DEQ under the VWP program.

Aside from the aforementioned areas, the site primarily consists of an actively working sod farm and is dominated by tall fescue. There are also some tree lines and some areas of forest cover present, which are likewise dominated by upland vegetation. Specific soil types, which are mapped by the soil survey in the area of the site, were discussed previously. Based on a visual inspection of soil profiles with the aid of a Munsell Soil Color Book, the soils at the site, with the exception of the previously described wetland areas, did not exhibit common indicators of hydric soils. Instead, the soils exhibited characteristics of typical upland soils. In addition, with the exception of the previously described wetland/waterway areas, hydrology, including inundated and/or saturated conditions, was not present at the site during the site investigation. Wetlands and Wildlife Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 6

Noteworthy is that certain drainage swales at the site have been manipulated for the purpose of producing sod. These drainage swales may revert to wetlands and/or waterways when sod production ceases and they are no longer maintained.

The approximate location and extent of jurisdictional waters of the U.S. and waters of the State, including wetlands, have been generally depicted on the Wetland Delineation Plan Exhibit included as an attachment hereto (see Appendix A). Photographs of the Site are presented as Appendix B. If development is proposed at the site, a complete Routine Wetlands Delineation Study should be performed by a qualified environmental consultant followed by a Jurisdictional Determination (JD) by the Corps. This is unless a valid Wetland Delineation Study and associated current JD already exist.

A complete Routine Wetlands Delineation Study would include delineating and demarcating the boundaries of jurisdictional waters of the U.S. and/or waters of the State, including wetlands, in the field with flagging, locating them as part of a field-run survey with accepted surveying methods, and identifying them on a boundary and topographic survey of the site, i.e., a Wetland Delineation Plan. The Wetland Delineation Plan, based on a field-run survey, as well as completed Routine Wetland Determination Data Forms and JD Forms should then be incorporated into a Report of Routine Wetlands Delineation Study, which should be submitted to the Corps with a request for a JD. Noteworthy is that due to the extent of jurisdictional waters of the U.S. and waters of the State, including wetlands, at the site and the very dense vegetative cover in these areas, properly delineating, demarcating, and locating them as part of a field-run survey will be a significant endeavor.

Please be advised that impacts associated with any proposed construction in jurisdictional waters of the U.S. and/or waters of the State, including wetlands, will require authorization from the Corps and/or the DEQ.

Our opinions and conclusions were based on observations from a point in time; however, the environmental parameters associated with wetlands and waterways are continually changing over time. Therefore, site conditions are likely to vary over time from those encountered during our limited investigation. This is especially true for sites surrounded by ongoing development, sites undergoing improvements, or sites in agricultural production. Due to the fact that wetlands Wetlands and Wildlife Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 7

and waterways are ecological transition zones, the accuracy with which they can be delineated is limited. Also, boundaries may change over time due to continually changing conditions in the environment, and as such, TRIAD cannot assume responsibility for their changing conditions. On this basis, our opinions and conclusions expressed herein represent our best professional judgment and are reflective of the site conditions at the time of our investigations.

3.0 FEDERALLY LISTED ENDANGERED AND THREATENED SPECIES

TRIAD obtained and reviewed the attached publication (Appendix C) regarding federally listed rare, threatened, and endangered species in Loudoun County, Virginia as maintained by the United States Fish and Wildlife Service (USFWS). Upon reviewing this publication it was determined that there are no federally listed, threatened or endangered species in Loudoun County, Virginia or in an adjacent county. However, there are two (2) species of concern, i.e., rare species with no official federal status, listed for Loudoun County, Virginia. Brief discussions of these federally listed species of concern are as follows:

• Haliaeetus leucocephalus (Bald Eagle); Status G5 - on June 28, 2007 the USFWS delisted the Bald Eagles’ status from threatened to a specie of concern since its distribution and abundance is dictated by its preferred habitat. Bald Eagles in Virginia congregate along large riverine systems providing nesting, roosting, and feeding preferences for the large raptor. The site does not contain such habitat and no nesting sites have been documented in the vicinity of the site. Furthermore, the site is located more than 30 miles from the Potomac River, which is the closest suitable habitat. Therefore, no impacts to Bald Eagles or their preferred habitat are anticipated.

• Elliptio lanceolata (Yellow Lance); Status G2G3 - this mussel inhabits clean, coarse to medium substrates of freshwater stream systems. It can be found in streams ranging from 3 feet to the channels of the larger rivers in the Atlantic Coastal Basins. Since the site does not contain any waterways or watercourses with year round base flow, there is no potential habitat for the Yellow Lance within the confines of the site; therefore, no impacts to the Yellow Lance are anticipated.

Wetlands and Wildlife Assessment Triad Engineering, Inc. Hanson Property TRIAD Project No: 05-08-0105 October 22, 2008 Page 8

In summary, TRIAD performed a limited investigation for the presence of federally listed rare, threatened, and endangered species and for the presence of suitable habitat for federally listed rare, threatened, and endangered species at the site. As a result of our investigation, it is our conclusion that the site does not contain any federally listed rare, threatened, and/or endangered species or suitable habitat for such; therefore, impacts to federally listed rare, threatened, and/or endangered species as a result of site improvements are not anticipated. Additionally, since potentially suitable habitat for federally listed threatened or endangered species is determined to be absent, a species specific inventory or survey by a certified or state approved consultant is, in our opinion, not warranted.

A PHASE IA CULTURAL RESOURCES ASSESSMENT OF A 257.35 ACRE PARCEL IN LOUDOUN COUNTY, VIRGINIA

Prepared For:

Triad Engineering 210 West 21st Street Suite D Purcellville, VA 20132 (540) 338-8154

Prepared By:

Cultural Resources, Inc. 1049 Technology Park Drive Glen Allen, Virginia 23059 (804) 355-7200

NOVEMBER 2008 CRI Project No. 2008-1368 November 5, 2008

A PHASE IA CULTURAL RESOURCES ASSESSMENT OF A 257.35 ACRE PARCEL IN LOUDOUN COUNTY, VIRGINIA

Prepared For:

Triad Engineering 210 West 21st Street Suite D Purcellville, VA 20132 (540) 338-8154

Prepared By:

Mike Klein Principal Investigator

Josh Duncan Project Archaeologist

and

Sara Ferland Principal Investigator

Cultural Resources, Inc. 1049 Technology Park Drive Glen Allen, Virginia 23059 (804) 355-7200

ABSTRACT

In September of 2008, Cultural Resources, Inc. (CRI) conducted a Phase IA cultural resources assessment of a 257.35 acre parcel in Loudoun County, Virginia for Triad Engineering. The goal of the fieldwork was to determine the nature of the soils and topography in the project area, as well as to provide information on previously identified cultural resources located within the bounds of the project area. The assessment also identified all previously recorded cultural resources located within a one-mile radius of the study area, and developed a site-specific historic context. This effort also identified areas of high and low cultural resources potential within the tract and has been developed to serve as a possible planning tool for proposed development within the study area. Determinations of high, intermediate, and low potential were based upon soil properties, drainage, topography, and on historical research and a predictive model extrapolated from archaeological survey in similar environments.

No previously recorded archaeological resources occur within the project area, though the fairly high number of sites situated in similar settings within a one-mile radius of the project areas indicates that the probability of encountering both prehistoric and historic resources is relatively high. Archaeological resources associated with the surrounding circa 1830 Alexander Lee House probably exist in the vicinity of the standing structures. In addition, prehistoric and historic artifacts were observed in the vicinity of Shovel Tests 1, 2, and 8 during the Phase IA fieldwork.

The profile exposed by the excavations of nine shovel test provided a fairly homogenous view of the project area. Due to the intense nature of plowing associated with the farming of sod the majority of the area indicated heavy and repeated plowing. The nature of sod farming also necessitates the removal of a small portion of the plow zone with each “harvest” therefore truncating the plow zone and necessitating more and deeper plowing. The only area that differed from this was the hardwood stand in the eastern portion of the project area. The evidence of recent plowing decreased exponentially to the north, to the point that the far northern section of the hardwoods appears to have seen very little plowing historically.

One previously identified architectural resource lies within or on the boundary of the project area (Figures 16 and 17; Table 3). The circa 1830s Alexander Lee house (053-0892), which has not been evaluated for NHRP eligibility, was identified as Structure 4. Architectural resources identified during the Phase IA fieldwork include an overgrown, corrugated-metal-roofed, wood-frame barn (Structure 1), a post-WWII dwelling (Structure 2), and the barn and office complex of the sod farm present on the property.

The project area was subdivided into a high probability zone that consists of level, well-drained landforms near the unnamed tributaries of Broad Run, an intermediate probability zone that includes the other relatively level, moderately well-drained to well-drained areas located more than 800 feet from a stream, and a low- probability area consisting of poorly drained and steeply sloping landforms.

The total study area includes approximately 257.35 acres. The high probability zone includes 43 acres. 137 acres constitute the moderate probability zone. The total area classified as retaining a low potential for archaeological resources equals 77.35 acres. The project area comprises 257.35 acres of upland terrace, slopes and benches, and poorly drained floodplains along small, low-order streams. If a Phase I survey is required, CRI recommends that the testing be focused on the moderate-to-high probability areas (ca. 180 acres) with a ten percent sample of the low probability areas excavated to assess the validity of the predictive model constructed for the project area.

TABLE OF CONTENTS

I. INTRODUCTION...... 1 II. ENVIRONMENTAL CONTEXT ...... 4 Introduction...... 4 Hydrology ...... 4 Topography and Geology ...... 4 Soil Morphology...... 4 Natural Resources...... 4 III. CULTURAL CONTEXT ...... 7 Pre-Clovis (?-13,000 B.C.) ...... 7 Paleoindian (ca. 13,000 to 8000 B.C) ...... 8 Archaic (8000 to 1200 B.C.)...... 9 Early Archaic (8000 to 6500 B.C.)...... 10 Middle Archaic (6500 to 3000 B.C.) ...... 10 Late Archaic (3000 to 1200 B.C.) ...... 11 Woodland Period (1200 B.C. to A.D. 1600)...... 12 Early Woodland (1200 B.C. to 500 B.C.)...... 12 Middle Woodland (500 B.C. to A.D. 900) ...... 13 Late Woodland (A.D. 900 to 1600) ...... 15 Settlement to Society (1607-1750) ...... 17 Colony to Nation (1750 - 1789)...... 24 Early National Period (1789-1830) ...... 27 Antebellum Period (1830-1860)...... 31 Civil War (1861-1865)...... 33 Reconstruction and Growth (1865-1917) ...... 39 World War I to World War II (1917-1945) ...... 40 The New Dominion (1945-Present)...... 42 IV. RESEARCH DESIGN ...... 43 Archival Research...... 43 Field Reconnaissance ...... 43 Previous Research...... 43 Archaeological Sites...... 43 Architectural Resources ...... 48 V. RESULTS ...... 51 Introduction...... 51 Shovel Tests and Soil Profiles...... 51 Architectural Resources ...... 58 VI. CONCLUSIONS AND RECOMMENDATIONS...... 65 Archaeological Resources...... 65 Summary of the Shovel Testing ...... 65 Architectural Resources ...... 66 Areas of Cultural Resource Potential within the Study Area...... 66 Conclusions and Recommendations ...... 66 VII. REFERENCES ...... 68 APPENDIX A: ARCHITECTURAL SITE FORMS

i LIST OF FIGURES

Figure 1. Detail of the Arcola, VA USGS Quadrangles Depicting the Location of the Project Area (USGS/Maptech 1998)...... 3 Figure 2. Map of Soil Types within the Project Area (USDA 2008)...... 6 Figure 3. Detail from Virginia Discouvered and Discribed [sic] (Smith 1608) Depicting the Project Vicinity...... 21 Figure 4. Detail from Augustine Herrman’s 1673 Map of Virginia and Maryland Depicting the Project Vicinity...... 22 Figure 5. Detail of A survey of the northern neck of Virginia, being the lands belonging to the Rt. Honourable Thomas Lord Fairfax … as surveyed according to order in the years 1736 & 1737 (Warner 1747) Depicting the Project Vicinity...... 23 Figure 6. Detail of the 1751 Fry-Jefferson Map of the Most Inhabited Part of Virginia Containing the Whole Province of Maryland with Part of Pennsylvania, New Jersey, and North Carolina, Depicting the Vicinity of the Triad Project (North to the Top; Not to Scale)...... 25 Figure 7. Detail of Thomas Jefferson’s 1787 Map of the Country Between Albemarle Sound, and Lake Erie, Comprehending the Whole of Virginia, Maryland, Delaware and Pennsylvania with Parts of Several Other of the United States of America, Depicting the Project Vicinity...... 26 Figure 8. Detail of A Map of Virginia Formed from Actual Surveys, depicting the project area vicinity (Madison 1807)...... 29 Figure 9. Detail from A Map of the State of Virginia reduced in conformity with the law Depicting the Project Vicinity (Böyë 1828; ☼ illustrates the location of mills; North to the Top; Not to Scale)...... 30 Figure 10. Detail of Yardley Taylor’s Map of Loudoun County (1853)...... 32 Figure 11. Detail of Army map of the seat of war in Virginia, showing the battle fields, fortification, etc. on & near the Potomac River Depicting the Project Vicinity and selected Civil War battles in the vicinity (J. G. Bruff 1861)...... 36 Figure 12. Detail from a Map of n. eastern Virginia and vicinity of Washington / compiled in Topographical Engineers Office at Division Head Quarters of General Irvin Mc Dowell, Arlington, January 1th [sic] 1862, from published and manuscript maps corrected by recent surveys and reconnaissances ; engraved on stone by J. Schedler ... N.Y. Depicting the Project Vicinity...... 37 Figure 13. Detail from Map of Fauquier & Loudon [sic] co's. Va. / by order of Lt. Col. Wm. P. Smith Chf. Eng'r. Topogl. Office A.N.V. ; copied by A. S. Barrows Ass't Eng'r Depicting the Project Vicinity...... 38 Figure 14. Detail from Rural delivery routes, Loudoun County, Virginia (Post Office Department, Division of Topography 1925) Depicting the Project Vicinity...... 41 Figure 15. Previously Identified Archaeological Resources Located within One-Mile of the Project Area...... 47 Figure 16. Previously Identified Architectural Resources Located within One-Mile of the Project Area...... 50 Figure 17. Base Map of Phase IA Archaeological Testing Within the Project Area...... 54 Figure 18. Representative Shovel Test Profiles...... 55 Figure 19. Representative Shovel Test Profiles...... 56

ii Figure 20. Representative Shovel Test Profiles...... 57 Figure 21. Northern Elevation of Structure 1, View South to Southwest...... 58 Figure 26. View of the Barn Complex, looking South to Southwest...... 59 Figure 27. Mobile homes in the Structure 3 Barn Complex, looking East...... 60 Figure 28. Oblique View of Structure 3, looking North to Northwest...... 60 Figure 29. Structure 3 Pole Barn, View North toward the South Elevation...... 61 Figure 30. Structure 3, View of Interior Roof...... 61 Figure 31. Silo and cinder block structure, looking East...... 62 Figure 32. Northern Elevation of Structure 4, looking South to Southwest...... 63 Figure 33. Rear Elevation of Structure 4, looking South to Southwest...... 63 Figure 34. Southern Elevation of Structure 4, looking North...... 64 Figure 35. Western Elevation of Structure 4, looking Northeast...... 64 Figure 36. Base Map Illustrating the High-to-Moderate Probability Areas for Cultural Resources...... 67

LIST OF TABLES

Table 1. Soils within the Project Area ...... 5 Table 2. Previously Identified Archaeological Sites Located with a One-Mile Radius of the Project Area...... 44 Table 3. Previously Identified Architectural Resources within a One-Mile Radius of the Project Area...... 49

iii I. INTRODUCTION

In September of 2008, Cultural Resources, Inc. (CRI) conducted a Phase IA cultural resources assessment of an approximately 263 acre parcel along route 621 (Evergreen Mill Road), northwest of Arcola, in Loudoun County, Virginia. The study area encompasses approximately 257.35 acres of relatively flat lands dissected by unnamed tributaries of Broad Run (Figure 1). Elevation ranges from roughly 300 to nearly 400 feet above mean sea level (amsl) and is relatively flat with elevation growing as one heads north through the project area. The current use of the property is a sod farm and thus much of the area was “in turf” at the time of this survey. The Phase IA assessment was conducted at the request of the Triad Engineering.

The goal of the fieldwork was to determine the nature of the soils and topography of the project area, as well as to provide information on previously identified cultural resources located within the bounds of the project area. The assessment also identified all previously recorded cultural resources located within a one-mile radius of the study area, and also developed a site-specific historic context. This effort also created a predictive model that identifies areas of high and low cultural resources potential within the tract to serve as a possible planning tool for proposed development of the study area. Determinations of high, intermediate, and low potential were based upon soil properties, drainage, topography, and on a predictive model extrapolated from archaeological survey in similar environments.

The documentary research contained within this study was conducted in compliance with the Secretary of the Interior's standards (United States Department of the Interior 1983:48 FR 44720- 44723), as well as standards put forth by the Virginia Department of Historic Resources (VDHR; 1999, revised 2001) entitled Guidelines For Conducting Cultural Resource Survey In Virginia: Additional Guidance for the Implementation of the Federal Standards Entitled Archaeology and Historic Preservation: Secretary of the Interior's Standards and Guidelines (48 FR 44742, September 29, 1983). A Phase IA assessment report will not completely satisfy state or county regulatory requirements for a Phase I cultural resources identification survey, but rather allows the client to quickly review the nature and scope of potential cultural resource issues associated with a specific study area.

Archaeologists conducted an intensive walkover examination of the study area and excavated 14 judgmental shovel tests to observe soil conditions throughout the project area. Documentary research was conducted at the archives of the Virginia Department of Historic Resources (VDHR), the Library of Virginia, and the Virginia Historical Society. The processes of site inventory and context development help to predict unknown historic properties such as domestic farmsteads, gravesites, and/or military encampment areas that may be present within the boundaries of the study area, and to determine the most likely locations for earlier cultural resources such as prehistoric sites.

Principal Investigator Sara Ferland served as the Principal Investigator of this project and co- authored the report, along with Principal Investigator Mike Klein and Project Archaeologist Josh Duncan. Josh Duncan directed the fieldwork, assisted by Field Technician Brian Schools. All

1 graphics were prepared by CAD Technician Jocelyn Pitts. Copies of all field notes, maps, correspondence, and historical research materials are on file at CRI’s main office in Richmond, Virginia.

2

II. ENVIRONMENTAL CONTEXT

Introduction

The study area, located in eastern Loudoun County northwest of the town of Arcola, consists of approximately 257.35 acres. In general, an undulating topography of broad rolling hills and moderate slopes interrupted by dendritic drainages that ultimately flow into the Potomac River characterizes the project area. Typical of the dissected, rolling landforms of the Piedmont, elevation rises from south to north and from stream bottoms to upland knolls within the project area.

Hydrology

Unnamed tributaries of Broad Run, now dammed, drain the project area. Lenah Run joins Broad Run southeast of the project area. After flowing eastward, Broad Run swings north and empties into the Potomac River near Seldon Island.

Topography and Geology

The project area is situated in the Piedmont Physiographic Province. The project area comprises a rolling, dissected landscape typical of the Piedmont. Elevations within the project area range from over 400 feet above mean sea level (amsl) atop the knolls at the northern end of the project area, to approximately 280 feet amsl along the streams near the southern boundary of the project area.

Loudoun County crosscuts a series of north-south trending geological features that underlie the Northern Blue Ridge and Piedmont Provinces. Mesosozic Basins of the Newark Supergroup formed during the Upper Triassic (ca. 248-206 mya) and Lower Jurassic (ca. 206-144 mya) constitute the area east of Leesburg, though small bands of other material intrude. Lower Jurassic-age intrusive igneous diabase and interbedded shale and siltstone underlie the landforms in the project area (Rader and Evans 1993; Virginia Department of Mines, Minerals, and Energy 2007).

Soil Morphology

Relatively well-drained soils at least moderately resistant to erosion occur throughout the project area, but only on uplands ridges. Examples include Manassas silt loam (14B), Middleburg silt loam (17B), the Sycoline-Catlett complex (62B), Kelly silt loam (63A), Montalto silty clay loam (65B), Jacklands and Haymarket soils (67B), Penn silt loam (73B), Ashburn silt loam (74B), and Dulles silt loam (78A). The remaining level soils tend to flood regularly (6A, 66A, 69A, 79A), while the tendency to erode increases as slopes increasingly exceed around seven (60C, 64C, 73C, 77C3, 77D3) (Figure 2; Table 1).

Natural Resources

The project area consists primarily of open fields planted in a variety of sod. Strips of secondary growth deciduous trees and hardwoods border fields as serve as dumping grounds for large piles of

4 stones which speak to the intensity of the plowing this area has seen. This tract is divided by Evergreen Mill Road, which cuts northwest by southeast through the project area. A high power transmission line also runs across the eastern portion of the project area, but the easement is planted in sod and it does not disrupt the open pastoral setting of this tract. Loudoun County’s forests historically included many varieties of oak, which are still present in portions of the project area. White oaks included common, swamp, box, and chestnut-leaved. In addition, black, red, chestnut, peach, pin, dwarf, and Spanish oak, peach or willow oak, and black jack or barren oak grew in Loudoun County. Walnut, poplar, chestnut, locust, ash, sycamore, wild cherry, maple, gum, sassafras, persimmon, dogwood, elm, mulberry, beech, birch, linn, honey-locust, pine, hemlock, red cedar, and, rarely, aspen constituted portions of woodlands (Head 1908:67-68). This set of woods, while not “old growth”, speaks to the dearth of plowing in this portion of the project area over the last 60-100 years.

The county’s streams drew waterfowl to the area, and beaver and otter also ranged along the stream bottoms. Game birds, notably turkey, pheasant, partridge, and woodcock, inhabited the forests and grasslands, as did eagles, hawks, buzzards, and various songbirds. Red and gray fox, raccoons, opossum, woodchuck, squirrel, and rabbit were important among the smaller animals in the county. The decline of bear and elk increased the predominance of deer in the region (Head 1908:68-69). The wooded portion of the project area is riddled with hunting stands and a high density of deer bones encountered during our walkover speaks to the success hunters have had within this stand of hardwoods. Table 1. Soils within the Project Area Map Symbol Series Name Slope % Characteristics 14B Manassas silt loam 0 to 7 Very deep, moderately well to well drained 17B Middleburg silt loam 2 to 7 Very deep, well drained 60C Sycoline-Catlett complex 7 to 15 Shallow to moderately deep, well to somewhat poorly drained 62B Sycoline-Catlett complex 2 to 7 Shallow to moderately deep, well to somewhat poorly drained 63A Kelly silt loam 0 to 2 Deep, somewhat poorly drained 64C Legore loam 7 to 15 Very deep, well drained, very stony 65B Monalto silty clay loam 2 to 7 Very deep, well drained 66A Waxpool silt loam 0 to 2 Very deep, very poorly drained, very slow permeability, occasionally ponded 67B Jackland and Haymarket 2 to 7 Very deep, well to somewhat poorly drained, moderately soils slow to very slow permeability 69A Elbert silty clay loam 0 to 2 Deep, poorly drained, very slow permeability, frequently flooded 73B Penn silt loam 2 to 7 Moderately deep, well drained 73C Penn silt loam 7 to 15 Moderately deep, well drained 74B Ashburn silt loam 0 to 7 Moderately deep, moderately well drained 78A Dulles silt loam 0 to 2 Deep, moderately well and somewhat poorly drained 79A Albano silt loam 0 to 2 Deep, poorly drained, frequently flooded W Water NA NA

5

Figure 2. Map of Soil Types within the Project Area (USDA 2008).

6 III. CULTURAL CONTEXT

Virginia’s Native American prehistory typically is divided into three main periods, Paleoindian, Archaic, and Woodland, based on changes in material culture and settlement systems. Recently, the possibility of a human presence in the region that pre-dates the Paleoindian period has moved from remote to probable; for this reason, a Pre-Clovis discussion precedes the traditional tripartite division of Virginia’s Native American history. The seventeenth-through-twentieth-century historical overview follows the Virginia Department of Historic Resources (1992) guidelines. The cultural context, as defined by the Secretary of the Interior’s Standards and Guidelines for Archaeology and VDHR’s 1992 How to Use Historic Contexts in Virginia: A Guide for Survey, Registration, Protection, and Treatment Projects, provides the historic social and environmental information required for evaluation of any archaeological and architectural resources present within the proposed project area.

Pre-Clovis (?-13,000 B.C.)

The 1927 discovery, at Folsom, New Mexico, of a fluted point in the ribs of an extinct species of bison proved that ancient North Americans had immigrated during the Pleistocene. It did not, however, establish the precise timing of the arrival of humans in the Americas, nor did it adequately resolve questions about the lifestyle of those societies (Meltzer 1988:2-3). Both the stratigraphic record and the radiocarbon assays from several sites, including the recently excavated Cactus Hill site in Sussex County, suggest the possibility of human occupation of Virginia before the fluted- point makers appeared on the scene (McAvoy and McAvoy 1997). Buried strata at the Cactus Hill Site, in Sussex County, Virginia, have returned radiocarbon dates of 15,000 years ago from strata below levels containing fluted points (McAvoy and McAvoy 1997:165).

McAvoy’s team encountered artifacts and charcoal separated from the Paleoindian level by 3.0 to 4.0 in (7.6 to 10.2 cm) of sterile sands. Subsequent fieldwork confirmed the presence of artifact- bearing strata located between 3.0 and 8.0 in (7.6 and 20.3 cm) below the fluted-point levels. The artifacts recovered from the pre-fluted-point levels present a striking contrast with the tool kit typically used by Paleoindians. Rather than relying on extensively finished chert knives, scraping tools, and spear points, the pre-Clovis peoples used a different but highly refined stone technology. Prismatic blade-like flakes of quartzite, chipped from specially prepared cobbles and lightly worked along one side to produce a sharp edge, constitute the majority of the stone cutting and scraping tools. Sandstone grinding and abrading tools, possibly indicating production of wood and bone tools or ornaments, also occurred in significant numbers in the deepest artifact-bearing strata.

Because these tools do not possess unique characteristics which immediately identify them as dating to the Pleistocene, archaeologists must recognize the possibility that pre-Clovis sites have been overlooked for years. At present, only a handful of potential pre-Clovis sites have been identified in North America. The probability of discovering pre-Clovis remains within the proposed wetland mitigation areas is, consequently, extremely low.

7 Paleoindian (ca. 13,000 to 8000 B.C)

In the decades following the discovery at Folsom, New Mexico, the association of fluted points with the bones of large, extinct mammals, in particular mastodons, on the western plains coupled with the scarcity of other Paleoindian sites, led to the inference that the Paleoindian subsistence strategy centered on the pursuit of big-game. This picture, however, exaggerates the reliance of western Paleoindian groups on large game, and appears to be of limited relevance to eastern Paleoindian life. The archaeological data from Virginia compiled by Dr. Ben McCary records numerous discoveries of fluted points, but no unambiguous association between extinct large game and fluted points (Boyd 1989:139). A similar situation occurs throughout the eastern United States. For this reason, many archaeologists now hold that eastern Paleoindians were generalized foragers (e.g., Grayson and Meltzer 2003; but see Fiedel and Haynes 2004).

Most large Paleoindian sites in the southeastern United States are quarry or quarry-related (Meltzer 1988:21), though multiple band aggregation sites also occur (McAvoy 1992:145). Recognizable sites most often result from long-term habitation or repeated use of the same location. It follows from the presence of primarily quarry or quarry-related sites that stone outcrops were regularly revisited. For example, the Thunderbird Site in the Shenandoah Valley (Gardner 1974, 1977) and the Williamson Site in south-central Virginia (McCary 1951, 1975, 1983) rank among the most important Paleoindian sites in Virginia, and in the eastern U.S. as a whole. Both sites are large camps associated with local sources of high-grade cryptocrystalline lithic materials (Gardner 1981, 1989).

Though the full range of available lithic resources was used to manufacture fluted points (e.g., Phelps 1983), a number of studies have noted a focus on cryptocrystalline materials (e.g., chert, jasper, chalcedony) (Gardner 1974, 1989; Goodyear 1979). The recovery of cryptocrystalline materials at locations far removed from quarries indicates exchange, extensive group movement, or both characterized the Paleoindian era. In addition, the very limited differences between sites and within sites suggest that most people had access to all available resources, while the small size of most Paleoindian sites indicates group size generally was limited to extended families.

In concert, the evidence suggests wide-ranging mobility and a social order involving low-level inter- and intra-group exchange and limited, if any, status differences between and within groups. Ethnographers have grouped such societies under the rubric of the “foraging mode of production.” Such societies, notably the San of the Kalahari, are fiercely egalitarian, resisting attempts to garner individual power through a combination of ridicule, sharing, and a fission-fusion pattern of settlement. If all else fails, egalitarian hunter-gatherers “vote with their feet”, moving away from the offending individuals (Lee 1979). The combination of high mobility, the absence of domesticated crops, and an egalitarian ideology precludes construction of elaborate housing, extensive storage facilities, and accumulation of non-portable goods.

Some researchers discuss the Paleoindian period as a single entity (Dent 1995) while others, mostly in the Southeast, divide it into three sub-periods based on morphological differences in projectile point manufacture and technology (e.g., Anderson 1990; Daniel 1998). Gardner (1989:9) adopted an intermediate position, recognizing continuity within the stylistic changes in Paleoindian point form

8 that contrasts with “a definite break between unnotched lanceolate and notched triangular form…at 8000 B.C.” The dearth of early points recovered from the area of the York River valley precludes any evaluation of relevance of the proposed chronological subdivisions for the project area.

Turner (1989:80) reported fewer than five fluted points from all of the Potomac Piedmont Counties, including Loudoun, in his survey of Paleoindian settlement in Virginia. Notable among the recorded Paleoindian sites in northwestern Virginia is the Catoctin Creek Site (44LD0015) on the Potomac River in Loudoun County, with its sizable assemblage of utilized flakes (Dent 1991). No Paleoindian material was observed during the Phase IA archaeological investigation in the project area.

Archaic (8000 to 1200 B.C.)

The Archaic began with the northward retreat of periglacial environments and the appearance of archaeological assemblages lacking fluted points. In the Chesapeake Bay region, a shift from moist, cool conditions to a warmer, drier climate accompanied the glacial retreat. In response to changing climatic conditions, in particular the receding ice-sheets, Chesapeake Bay sea levels rose continuously from roughly 15,000 years ago to the present. Simultaneously, local subsidence of the earth’s crust also may have contributed to the formation of the Chesapeake Bay. Between 15,000 and 14,000 years ago, the waters of the Atlantic began to submerge portions of the continental shelf. For every 30 centimeters (ca. 1.0 foot) of sea level rise, approximately 510 meters (ca. 1,673 feet) of the shelf were inundated. Ten thousand years ago the sea began to flood the mouth of the ancestral Susquehanna River, located near the present day mouth of the Chesapeake Bay. Sea level rose at 0.2 centimeters (ca. 0.1 inches) per year between 8,000 and 3,000 years ago. At 8,000 years ago, the head of the ancestral bay was near Smith Island, at 5,000, near Annapolis, and by 3,000 years ago, it had reached the Sassafras River (Brush 1986:149). Numerous archaeologists suggest that the stabilization of water levels in the bay at this time provided the necessary conditions for the development of extensive shellfish beds and habitats favorable for anadromous fish (e.g., Waselkov 1982). After approximately 1,000 B.C., sea level rise slowed to approximately 0.12 cm/year, and Chesapeake Bay approached its present contours (Brush 1986:149; Dent 1995:69-95).

In eastern Virginia, a more temperate climate characterized by greater seasonal variation in temperatures emerged as the Chesapeake estuary formed (Dent 1995:147). Vegetation changed from the patchy forest that lacked modern analogs to a mixed conifer-deciduous forest. An essentially modern floral assemblage is inferred based on pollen data from contexts dating as early as 6,000– 5,000 years ago (Brush 1986:151; Webb 1988:405), though relative abundances of taxa fluctuated thereafter. During the Holocene, as paleoclimatologists term the post-Pleistocene epoch, humans responded to emerging differences in the availability of resources over the course of the year via increasing seasonal mobility.

In addition, in contrast with the broad similarity among Paleo-Indian point forms, distinct style zones developed during the Early and Middle Archaic (8000–3500 B.C.). The Atlantic Coast/Southeastern stylistic sequence was not characteristic of the Midwest (Ford 1974:392). In addition, increased use of locally-available lithics occurred between 8000 and 3500 B.C. (Custer

9 1990:36; Sassaman et al. 1988:85-88). The reduction of the size of style zones and the focus on local lithic materials implies contracting social networks and incipient territories, possibly a reaction to population growth (Anderson and Hanson 1988:271).

Despite changes in patterns of mobility and point form, numerous archaeologists argue on environmental (Custer 1990:2-8) and subsistence (Smith 1986) grounds for continuity in social dynamics between 10,000 and 6,000 B.C. From this point of view, populations from Dalton through Lecroy exhibit "general similarities and regional habitat-related variation in settlement-subsistence patterns and material culture assemblages" (Smith 1986:10). Band-level social organization involving seasonal movements corresponding to the seasonal availability of resources and, in some instances, shorter-interval movement characterized Archaic societies.

Reliance on ground-stone technology increased during the Archaic period. New tool categories associated with the Archaic include celts, net sinkers, pestles, pecked stones, and axes Archaic knappers also produced chipped-stone versions of celts and axes and, Near the end of the Late Archaic, labor-intensive vessels carved from soapstone quarried in the Piedmont formed an important part of assemblages (Geier 1990; McLearen 1991).

Archaeological studies of northern Virginia counties (e.g. Barber et al. 1992) indicate that Archaic sites are located throughout the region, with Middle and Late Archaic sites most prevalent. Within the Potomac River drainage, late Middle Archaic and Late Archaic components are typically present in shallowly buried first terraces and floodplain sediments, as well as on adjoining high terraces/bluffs located above the floodplain. Drowned and reconfigured shorelines as a consequence of sea level rise throughout the Archaic undoubtedly explain at least part of the observed pattern.

Early Archaic (8000 to 6500 B.C.)

Corner-and side-notched points with serrated blades predominate at the beginning of the Early Archaic period, reflecting innovation in hafting technology and, possibly, the invention of the atlatl. Notched point forms include Palmer and Kirk Corner-Notched and, in localized areas, various side- notched types. Around 7000 B.C., a variety of bifurcate base projectile point forms appeared in the Middle Atlantic region. In eastern Virginia, LeCroy points constitute the majority of bifurcate forms (Dent 1995; Justice 1995). Despite the shift in point form over time, some researchers portray the Early Archaic as a continuation of the Paleoindian period, characterized by reliance on cryptocrystalline lithic material and similar settlement and subsistence patterns (Gardner 1989).

Middle Archaic (6500 to 3000 B.C.)

The appearance of stemmed projectile points and a shift towards more expedient use of stone marks the beginning of the Middle Archaic across much of the Atlantic Slope and Southeast (Amick and Carr 1996:43-45; Justice 1995). In this area of Virginia, the most common Middle Archaic projectile point types are (from oldest to most recent) LeCroy, Stanly, Morrow Mountain and Guilford, followed by the side-notched Halifax type sometime after 3500 B.C. Informal modified flakes to some extent replaced formal unifacial tools, and local materials constitute a greater percentage of

10 Middle Archaic assemblages than had been true of earlier time periods. Sites occur throughout the landscape, including beneath the now-inundated Chesapeake Bay (Blanton 1996; Dent 1995:173- 178). Artifacts dating to the Middle Archaic occur along the Potomac River, and throughout the interior uplands (Dent 1995).

Late Archaic (3000 to 1200 B.C.)

Stemmed and notched knife and spear point forms, including various large, broad-bladed stemmed knives and projectile points (e.g., Savannah River, Susquehanna, Perkiomen points), rank among the most distinctive and securely dated Late Archaic point forms (Coe 1964; Dent 1995; Justice 1995; Ritchie 1971). Marked increases in population, and, in some areas, decreased mobility appear to characterize the Late Archaic throughout eastern North America. Locally, the increase in the number of Halifax and Savannah River components and sites relative to the preceding periods suggests population rose in Virginia between about 3500 B.C. and ca. 1200 B.C.

Mouer (1991a:262) believes it likely that “at least intensive harvesting of wild seeds,” if not the beginnings of domestication, characterized Transitional through Early Woodland times (ca. 2000 - 500 B.C.) in the Chesapeake Bay region, as it did in the Midwest. The process, however, did not proceed at an even rate across the Eastern Woodlands or the Middle Atlantic Region (Stewart 1995:184-5). Yarnell (1976:268), for example, states that sunflower, sump weed, and possibly goosefoot may have been cultivated as early as 2000 B.C. In the lower Little Tennessee River valley, the remains of squash have been found in Late Archaic Savannah River contexts (ca. 2400 B.C.), with both squash and gourd recovered from Iddins period contexts of slightly more recent date (Chapman and Shea 1981:70). Experiments with domestication in the Mid-Continent indicate the possibility, even the likelihood, that the inhabitants of the Middle Atlantic cultivated small grains and other plants (Hodges 1991:228-230; Mouer 1991b:259-263). “Scant” evidence for early cultivation appears in the archaeological record from Virginia, however (Mouer 1991a:259; see also Blanton 2003:193; Gallivan and McKnight 2006).

Soapstone bowls are a well-known feature of Late Archaic exchange systems (McLearen 1991: 107- 8). In addition, Stewart (1989: 52) argues for broad-based exchange of "artifacts made from jasper, argillite, rhyolite, ironstone, soapstone, midwestern lithics, obsidian, marine shell and copper" throughout the Middle Atlantic region during the Late Archaic. Thus, Late Archaic society clearly differed from that of earlier times. The production and wide-spread exchange of utilitarian and ritually important, labor-intensive goods does not fit the expected archaeological signature of highly egalitarian foragers. Rather, a social order exhibiting some sort of status differences among individuals or groups (Mouer 1991a: 265) and somewhat restricted group movement (Stewart 1989: 57) likely existed. Still, sites dating to the Late Archaic occur frequently throughout Virginia and the Middle Atlantic region. Late Archaic sites occur in greater numbers and in a wider range of environments than sites associated with the Early and Middle Archaic periods (Klein and Klatka 1991). The probability of encountering Archaic sites within the project area is high.

11 Woodland Period (1200 B.C. to A.D. 1600)

Increasing use of ceramic technology, a growing dependence upon horticulture, and a shift toward greater sedentism characterize the Woodland period. Most researchers divide the Woodland period into three sub-periods (Early Woodland, Middle Woodland, and Late Woodland), based primarily on stylistic and technological changes observed in ceramic wares and projectile points, as well as shifts in settlement patterns (e.g., Gardner 1982). Not all researchers agree with this tripartite subdivision, however (e.g., Custer 1989).

Early Woodland (1200 B.C. to 500 B.C.)

The onset of the Woodland period traditionally correlates with the appearance of ceramics (Willey and Phillips 1958:118). Early theorists linked ceramics with agriculture, though few continue to support this position (cf. reviews in Egloff 1991; Hodges 1991). Rather, the evolution of subsistence and technological systems (e.g., Gardner 1982) and various aspects of pan-Eastern interaction (e.g., Egloff 1991; Klein 1997) currently are believed to underlie the evolution of ceramic containers.

The steatite-tempered Marcey Creek type and variants containing other mineral inclusions appear to date between 1200 and 800 B.C. (Egloff 1991:244-5). Manson (1947) unearthed flat-bottomed, plain sherds and cordmarked sherds with conoidal bases, both of which included soapstone-temper, in the uppermost of two distinct strata at the Marcey Creek Site. The lowermost level contained narrow variants of Savannah River points, termed Holmes Points by Gardner (1986), and soapstone bowls, suggesting that soapstone-tempered sherds post-date bowls of soapstone (but see Sassaman 1999). Earlier Slattery had identified similar sherds at a site on Seldon Island, along the Potomac River to the northeast of Leesburg, along with sand-and-grit tempered sherds. Though friable sand- and-grit-tempered Accokeek Creek and Elk Island ceramics appear subsequent to Marcey Creek, associated C-14 on stratified sites, dates range from 1100 through 500 B.C. Klein and Stevens (1996) cite regional data to support the proposition that, while the thickness, amount of temper, and size of temper in quartz/sand-tempered, cordmarked ceramics shifted over time, similar pots continued in use into Middle Woodland times.

Radiocarbon dates recommend placement of the Calvert and Fishtail points in the Early Woodland (Gleach 1985). Ovoid to lozenge-shaped points, classified as Teardrop Points, have been dated to 940-50 B.C. in the Northeast (Mounier and Martin 1994). Nevertheless, similar points have been recovered from Middle Archaic through Middle Woodland I contexts in North Carolina and Virginia (Kirchen 2001:53-69). The Potts Corner-Notched point type, the Vernon point type, and the Claggett point type have been dated only through stratigraphic context or association with early ceramics (Gleach 1985; Stephenson 1963). Similarly, a variety of small stemmed and side-notched forms of assumed association with the Early Woodland period lack definitive temporal assignment (Dent 1995:227-228).

Small bifaces and expedient tools such as drills, perforators, scrapers and utilized flakes regularly appear in Early Woodland assemblages. Other lithic artifacts reported on Early Woodland sites in the Chesapeake region include bipolar flakes, hammerstones, net sinkers, mortars, and pestles

12 (McLearen 1991). Also noted on sites in the region are tools of bone, and projectile points manufactured from antler, bone, turkey spurs, and shark’s teeth (Waselkov 1982).

The increased number of sites dating to the Early Woodland, coupled with the recognition of structures, features, and activity areas at some sites, suggests rising population size in the Chesapeake region (e.g., Mouer 1991b:38-9; Stewart 1995:183). In contrast, noting that the addition of pottery to stone adds temporally diagnostic artifacts to the archaeological record, Fiedel (2001:106–7) observes that more sites are expected to appear in the archaeological record during Woodland times. Furthermore, the various Broadspears, dating to the Terminal Archaic (ca. 2000 – 1000 B.C.), may represent a curated technology (Barber and Tolley 1984), while replication experiments suggest stemmed bifaces similar to Early Woodland types rank among the easiest forms to produce using quartz (Bourdeau 1981). Therefore, a shift from a curated, hence less commonly discarded biface form, to points easily produced from a ubiquitous material accompanied the appearance of ceramics. Thus, the absence of a dramatic swell in the number of sites, coupled with decreased representation of diagnostic point forms, indicates a demographic trough or at best a flat demographic curve characterized the Early Woodland period.

In general, sparse concentrations of artifacts characterize Early Woodland sites (Mouer 1990:160- 174; Stewart 1998a:2). At several sites in the central James River valley, however, notably Scott # 2 (44GO0040), dense accumulations of artifacts and midden soils have been described (Mouer 1990:160-164). The rare occurrence of similar sites, combined with the extremely large, fragile pots recovered by Mouer (1990:162) and the diversity of points identified (Mouer 1990:161), seemingly indexes multi-band aggregations near the falls of the James River. Mouer (1990), however, interprets 44GO0040 as evidence for the appearance of village life during Early Woodland times. Regardless, the preservation of an extensive accumulation of Early Woodland artifacts suggests the existence of a unique geomorphological, and probably social, setting. Overall, the data appear to indicate a return to the mobile, egalitarian social organization characteristic of Early and Middle Archaic times (Klein 2003). Even at large Early Woodland sites post-dating A.D. 800, very limited evidence of long-distance exchange or the manufacture of labor-intensive artifacts comparable to the soapstone exchange of the Terminal Archaic appears.

Deeply buried surfaces dating to the Early Woodland period were noted on the islands in the Potomac River Piedmont (e.g., Manson 1948).

Middle Woodland (500 B.C. to A.D. 900)

Popes Creek Net-impressed ceramics appear after roughly 500 B.C., marking the beginning of the Middle Woodland I period (500 B.C. – A.D. 200) (Blanton 1992:72-3; Egloff and Potter 1982:99). Cordmarked ceramics and stemmed points, however, continued in use for some time after A.D. 500 (McLearen 1992:44-5). Custer (1989:141-146), for example, lumps the period between 3000 B.C. and A.D. 1000 under the rubric Woodland I based on the similarity in adaptation and the presence of considerable variation in the form of contemporaneous stemmed and notched points.

Net-impressed surface treatments occur on a variety of ceramic types manufactured during Middle

13 Woodland times. Pope’s Creek ceramics first appear after 500 B.C., coinciding with the start of the Middle Woodland (Blanton 1992:72-3; Egloff and Potter 1982:99). Early Woodland cord-marked ceramics and stemmed projectile points are found in Middle Woodland contexts, suggesting a continued use of Early Woodland technologies (McLearen 1992:44-5). The Prince George and Varinia types appear to represent a continuum of development in the technology used to produced Popes Creek sherds, rather than dramatically different types (Mouer et al. 1986). After A.D. 200, shell-tempered net-impressed, cordmarked, and plain pottery classified as the Mockley type becomes predominant in the outer Coastal Plain of Virginia and Maryland, though generally similar sherds tempered with grit continued in production as well (Johnson 2001:100).

The appearance of assemblages containing significant amounts of durable ceramics after 500 B.C. indicates a shift in the organization of production occurred during the Middle Woodland periods (Brown 1986; 1989). In addition to the advantages of ceramic vessels as cooking pots, ceramic production contrasts with the manufacture of baskets and wooden bowls in its embrace of economies of scale. Rather than a start-and-stop process that fits well into odd bits of time, ceramic production required greater scheduling and continued attention over an extended period of time. Shifts in the scheduling of work, therefore, accompanied the transition from Early to Middle Woodland times.

Broad-spectrum hunting-fishing-gathering continued to characterize the region as a whole throughout the Middle Woodland period. Shellfish, anadromous and resident fishes, deer, waterfowl, and turkey ranked high among the important fauna in the Middle Woodland diet. Various nuts, amaranth, and chenopod seeds also appear to be important resources during this period. After 300 B.C., large shell middens containing dense concentrations of artifacts become increasingly common, indicating repeated use of at least one type of site. Middens and the presence of houses at a number of sites indicate longer stays, though populations remained far from sedentary (Gallivan 2003). People continued to reside for much of the year in relatively small settlements, and interior storage features rarely occur on Middle Woodland sites (Gallivan 2003:75-98).

Temporal shifts in cordage-twist direction over the course of the Woodland period, primarily a reflection of learning networks (Carr and Maslowski 1995), indicate increasing regional social distance. These data imply a reduction of regular movements between spatially discrete groups and a consequent increasing localization of learning networks. To the extent that social networks became bounded, differences between groups in the region would have been amplified (Boehm 1997:S108- S109).

Throughout Virginia, the Middle Woodland is marked by the presence of:

interregional interaction spheres, including the spread of religious and ritual behaviors which appear locally in transformed ways; localized stylistic developments that sprang up independently alongside interregional styles; increased sedentism; and evidence of ranked societies or incipient ranked societies (McLearen 1992:55).

Around 500 B.C., stone and earth burial cairns and cairn clusters in the Shenandoah Valley of Virginia mark the first appearance of elaborate burial ceremonialism in Virginia, though not in the

14 wider world of Eastern North America (McLearan 1992; Stewart 1992). The major upsurge in ceremonial activity occurred during the A.D. 500–1100 period, however. Sites containing elaborately decorated zoned-incised ceramics (Stewart 1998b) and indications of extended mortuary ceremonies have been identified in the Chesapeake region (e.g., Knepper et al. 2006:99-144).

Blanton’s (1992:82-86) review of Middle Woodland settlement patterns in the Coastal Plain identified two major site types: the base camp and the procurement site. Base camps range in size from those occupied by extended families to major aggregation sites. Aggregation sites refer to large sites inhabited by multiple groups from throughout the region for varied periods of time. Procurement sites, characterized by limited suites of artifacts, occur throughout the landscape. Base camps occupied by extended families, in contrast, primarily occupy productive settings along the larger rivers. Aggregation sites occur in an even more restricted range of settings, primarily adjacent to productive oyster grounds or marshes in the Coastal Plain (Stewart 1998b:171).

Floodplain stability increased after A.D. 200 throughout the region, creating a greater likelihood for the preservation of intact sites dating to the Middle Woodland II and Late Woodland eras (Klein 2003). Previous studies in Fairfax County demonstrate intensive use of small tributary streams as well as major river floodplains throughout Middle Woodland times. Typical Middle Woodland sites consist of the remnants of one or a few encampments occupied at various times during the Middle Woodland period (e.g., Johnson et al. 1989).

Late Woodland (A.D. 900 to 1600)

Intensified use of cultivated plants, particularly maize, beans, and squash, distinguished the Late Woodland adaptation from that of earlier periods. European accounts describe a heavy reliance on slash-and-burn agricultural methods (Turner 1992:106). Yet, despite this supposed dependence on cultigens, only 21 sites document the use of cultigens in Coastal Virginia (Gallivan and McKnight 2006). The abundance of aquatic resources in estuarine environments may account for the apparently limited reliance on maize implied by the archaeological data from the Coastal Plain, though the relatively recent use of flotation by Virginia’s archaeologists and the often limited size of flotation samples may have biased earlier work against the recovery of botanical remains. In addition to cultigens and shellfish, Late Woodland peoples throughout the region continued to rely on various mammals, fish, and birds for sustenance (Dent 1995:251). Perhaps as a consequence of the greater importance of cultigens in the diet, access to expanses of arable land ranks among the most important factors influencing site selection (Dent 1995; Potter 1993).

Heightened diversity characterizes ceramic assemblages recovered from Late Woodland sites in the Virginia Coastal Plain (Gallivan 2003:131-154). In the Potomac Valley, the traditional sequence begins around A.D. 900 with the appearance of the quartz-tempered Shepard type. Limestone- tempered sherds of the Page series are believed to follow Shepard, and to precede the appearance of the quartz-tempered, plain and cordmarked Potomac Creek and the shell-tempered Keyser Cordmarked types (e.g., Potter 1993).

Small, triangular arrow points, generally believed to reflect the widespread use of the bow-and-

15 arrow, form the overwhelming majority of Late Woodland projectile points. Triangular points include the Levanna, Madison, Roanoke, and Clarksville types, which vary in size and base form. Point size may also decrease over time (Coe 1964; Potter 1993; Ritchie 1971).

Shell beads and copper beads became important ornaments and symbols during the Late Woodland period, primarily in the last few centuries prior to the arrival of European colonists. Powhatan’s Mantle, a deerskin cloak decorated with thousands of small marginella beads sewn into various patterns, reflects the use of shell beads as symbols of identity and status. Pendants and gorgets made of shell were also common. Of note, five engraved shell masks, decorated with a traditional Southeastern “forked/weeping eye” motif were found in a seventeenth-century burial on the floodplain of the Potomac River in Stafford County. Three of the five masks exhibit similarities to masks recovered from sites in the Southeastern U.S. (Smith and Smith 1989), possibly an indication of long-distance trade. Bone also was used to manufacture beads, as well as utilitarian items such as pins, fishhooks, and points.

The Powhatan Chiefdom reportedly coalesced and expanded during the 1500s (Gallivan 2003, 2005; Rountree 1989, 2005; Turner 1976, 1982, 1992). At roughly the same time, groups residing in the inner Coastal Plain of the Potomac Valley also coalesced to form a chiefdom (Potter 1993:166-173). Oft-cited causes of the emergence of status differences in the Middle Atlantic, regardless of the precise interpretation involved, emphasize the entwined effects of climatic change, population growth, and the incorporation of maize in the Amerindian diet after A. D. 800. Potter (1993:143), for example, argues that the “dry climatic interval of AD 1000–1200 may have provided additional impetus for adopting plant husbandry as a supplement to the intensive gathering and hunting economy of the previous late Middle Woodland period.” More recently, Gallivan (2003) has pointed to the interplay of various factors subsumed under cycling models to explain the emergence of inequality in the James River valley. Roughly 300 years after the A.D. 900 introduction of maize horticulture, James River households first congregated in clusters of six or more, indicating that maize alone did not cause the emergence of villages. Rather, regional social processes, including exchange of ornamental shell and feasting, may have led to the emergence of status differences. Storage pit features shifted from external locations to house interiors, signaling increased household control of surplus production. Concurrently, a small percentage of unusually large structures, either homes of leaders or the setting for community-wide institutions like council houses, appeared throughout the Chesapeake region. Simultaneously, large roasting pit features occurred in villages, an indication of communal feasting (Gallivan 2003:73–125). Beyond the village, large-scale secondary burials also occurred (Curry 1999:68; Hantman 1990). Exchange, of copper in particular, expanded after A.D. 1500.

In addition to palisaded villages, Native American settlements included nucleated villages lacking palisades, dispersed hamlets, and temporary camps. Recent work by Potter (1993), Hodges (1993), Hodges and Hodges (1994), and Mouer et al. 1992, as well as Opperman and Turner (1989, 1990), suggest that dispersed villages were common throughout Virginia. The difficulty in identifying them archaeologically may have contributed to the low number of archaeologically identified Contact-era settlements recorded by the Jamestown colonist John Smith (Turner 1992:110). Housing varied throughout this region: some sites show evidence of longhouses located adjacent to the palisade

16 (Callahan 1985; Egloff and Turner 1984:37-39), while elsewhere, short, oval structures have been unearthed (Dent 1995; Gallivan 2003; Hodges and Hodges 1994; Mouer et al. 1992; Potter 1993; Stephenson 1963).

Rountree (2004) identifies prime agricultural soils, proximity to swamps, and access to resources found in deciduous forests as the major determinants of Late Woodland and Contact-Period settlement location. Nucleated villages and dispersed hamlets, recognized primarily by the presence of houses, various types of features, and dense concentrations of artifacts, generally cluster on the floodplains of the major rivers. Smaller seasonal camps and special-purpose sites supporting nearby villages and hamlets occur along smaller streams. Limited spatial distributions and sparse scatters of lithics and ceramics typically characterize camps and special-purpose sites.

The large base camps, hamlets, and villages are typically located on bluffs, terraces or high floodplains adjacent to rivers or major tributaries. Small seasonal camps and non-seasonally based satellite camps supporting nearby sedentary villages and hamlets are located along smaller streams in the interior. Limited concentrations and sparse scatters of lithics and ceramics typically characterized these campsites. The majority of the Late Woodland sites that had been recorded at the time of the Barber et al. (1992) study were located along the major high order streams and rivers, consistent with the ethnohistoric evidence (e.g., Rountree, Clark, and Mountford 2007). Large Late Woodland sites have been documented on the floodplain throughout the Potomac Piedmont (e.g., Woodward and Slattery 1982). The probability of Woodland sites within the project area is high.

Settlement to Society (1607-1750)

The sole encounter between the Jamestown colonists and the inhabitants of the Virginia Piedmont occurred near the falls of the Rappahannock River. John Smith’s query about the “worlds he did know” elicited a description of the cultural landscape from a captive Mannahoac. The Mannahoac, Amorolek, “replied he knew no more but that which was under the sky that covered him, which were the Powhatans, with the Monacans and Massawomeks, that were higher up in the mountains. Then we asked him what was beyond the mountains; he answered the sun, but of anything else he knew nothing because the woods were not burnt” (Haile 1998: 272). While perhaps an inaccurate representation of Amorolek’s geographic knowledge, the encounter represents the only documented reference to northwestern Virginia in the Jamestown Narratives. Though his map appears generally accurate as far upstream as the present location of Harpers Ferry, the map lacks detail and Smith depicted no settlements in the Potomac Piedmont (Figure 3). English exploration of the interior began during the seventeenth century, but the expansion of English settlement beyond the falls of the River was an eighteenth-century phenomenon.

During the early colonial era the epicenter of British political power in Virginia lay within the Tidewater portions of the James and York River basins (Dill 1979: 301). In contrast to the royal patent system that prevailed in the region south of the Rappahannock River, the northern Virginia landholder was the tenant of a proprietary owner or owners.

Although Englishmen began claiming tracts along the Potomac River in 1640, colonial incursion

17 into the Northern Neck received formal sanction only near the end of the decade. In 1649, Charles, the exiled son of the late ruler, rewarded Ralph Horton, Henry Wyatt, and Thomas Culpepper with title to all land adjacent to the navigable portions of the Rappahannock and Potomac Rivers. Numerous settlers followed them into the Northern Neck, attracted by its many navigable waterways and fertile soil (Nugent 1969-1979: I: 131-132, 135, 239, 264, 278). In 1688, James II expanded this grant to include all lands within these watersheds (Dill 1979: 301; Groome 1969: 30-81). Herrman’s 1673 map (Figure 4) shows the major waterways in the vicinity of the project area.

With the death of Lord Culpeper on January 27, 1689, Culpeper’s portion of the Northern Neck proprietorship passed, via his daughter Catherine’s marriage, to Thomas, the fifth Lord Fairfax (Groome 1969: 42). Thomas took an active interest in the proprietary until his death in 1710. The sixth Lord Fairfax, also named Thomas, inherited his parents’ interest in the proprietary, matriculated to Oxford, and lost the Fairfax estates in Yorkshire, all in 1710 (Groome 1969: 55). After graduation, Thomas Lord Fairfax began the life of an English gentleman at his remaining estate, Leeds Castle.

In 1711, 21-year-old Virginian Thomas Lee was appointed deputy to his uncle Edmund Jenings, lessee of the Fairfax Proprietary. For four years, while Jenings was in England, the young Lee was the sole local administrator of this vast estate. Keenly interested in surveying, Lee initiated the practice of including surveyors’ plats in the Proprietor’s land office books. Lee also made several trips up the Potomac River and through the “back country” of the Northern Neck. He must have been impressed by the lands he saw in the course of his travels, for in 1719 he acquired a 2,865-acre grant from Lady Fairfax. This tract lay along the south bank of the Potomac, from Goose Creek on the west to Broad Run on the east. In 1728 Thomas, the 6th Lord Fairfax granted Lee an additional 7,520 acres adjoining his original Potomac lands on the south. In both cases, the grants stipulated that Lee would hold the land at the annual rent of one shilling per fifty acres, payable to the Proprietor on the feast of St. Michael the Archangel. In exchange, he and his heirs would enjoy full rights over the land, with the exception of any royal mines situated on the property. Lee could claim a third share, however, in any lead, copper, tin, iron, or coal mines discovered on the land (Northern Neck Grants Book B: 162; Book 5: 240).

It was certainly no accident that Lee was able to secure such large and valuable grants in the Fairfax Proprietary; in fact, he already ranked among the wealthiest and most powerful of Virginia’s native gentry when he came of age in the early years of the eighteenth century. Lee’s grandfather, Colonel Richard Lee, was the scion of a prominent Shropshire family with royal connections. Lee “the immigrant” arrived in Virginia in 1642, establishing himself at a plantation called “Paradise” in what would become Gloucester County. Richard Lee died in late 1714 or early 1715, and by 1716 his son Thomas had moved from Mount Pleasant to Stratford in Westmoreland County. Lee married another young “aristocrat:” his wife Hannah Ludwell was the daughter of Philip Ludwell of Rich Neck, who had married Governor William Berkeley’s widow and thereby acquired title to Green Spring Plantation in James City County. This marriage united two of the most powerful Virginia clans and, lest anyone forget the affiliation, the Ludwell name reappeared consistently in subsequent Lee generations. Thomas Lee built Stratford Hall around 1730, shortly after he had acquired his upper Potomac tracts in what was then Stafford County. Like his grandfather and father before him,

18 Thomas Lee’s great landed wealth assured his place in the highest levels of colonial politics. For many years Lee served as a Burgess for Westmoreland County, and ultimately as President of the Council. Lee played a significant role in inter-colonial Indian relations through the 1740s and, when Governor William Gooch was recalled to England in 1749, he was appointed interim governor of the colony (Alexander 1912: 47-48).

Lee must have established some form of settlement on his upper Potomac lands by 1731, since all grantees were required to “seat and plant” their new property within three years. They might fulfill this obligation by building a structure, keeping animals on the site, clearing an acre of land, or settling servants or slaves on the property. A 1737 map by Robert Brooke indicates the location of the many new plantations seated on both shores of the river by this date, including that of “Colonel Lees Island and his Cokongolooto Quarter above Broad Run” (Figure 6). “Cokongoloto” was the original Indian name for Goose Creek (Hartzog et al. 1986:6). Lee’s “quarter,” a plantation worked by servants or slaves for an absentee landowner, is shown immediately south of what is now Selden Island. The location of Lee’s original quarter has not been identified archaeologically but, based on the 1737 Brooke map, was probably situated on the broad terrace overlooking the Potomac River to the north of State Route 7.

A fragmentary tithables list survives from 1749 for Fairfax County, which at that time included the future Loudoun County. This list indicates four whites (servants, tenants, or overseers) and 61 blacks over 16 were living on Lee’s Fairfax property in that year (Hiatt and Scott 1995, vol. 1:11). The large slave population suggests that more than one quarter may have located on his estate. The original Cokongolooto quarter near the river was likely still occupied, but it is possible that other quarters had been established further to the south.

As early as 1660, Virginia’s House of Burgesses voiced its growing hostility to the Proprietary, and for the next several decades both entities continued to claim jurisdiction over the lands, sometimes even granting the same tract to different individuals. Fairfax first visited Virginia in 1736 to resolve the longstanding dispute over the property. He won a claim to the most extensive definition of the Proprietary boundaries, in exchange for certain concessions to the Virginia authorities. Virginia impressed Fairfax, who was resolved to live in the colony. Lord Fairfax returned to Virginia in 1745, and settled at Greenway Court, an 8,840-acre tract on the north bank of the Shenandoah River, for the until his death in 1781 (Figure 5). At Greenway Court, in present-day Clark County, he established a western land office, complementing the one overseen by his cousin and agent, William Fairfax, at Belvoir, on the Potomac River (Groome 1969:69-70; Netherton et al 1978).

Early settlement of Virginia spread first along the coastal region and up major rivers. The pace of county formation provides one index of the expansion of European society beyond the Tidewater. Northumberland County, formed in 1648, originally encompassed the Rappahannock and the Potomac Valleys to indeterminate northern and western boundaries (Harrison 1987: 38). Political subdivisions followed fluvial boundaries, as the Potomac counties of Westmoreland (1653) and Stafford (1664) and the Rappahannock counties of Rappahannock (1656 and after 1692, Richmond) and King George (1721) were created (Harrison 1987: 311).

19 Demand for a new county increased as the population of Stafford spread, and hardship for the new residents escalated after 1722 due to the distance from the Stafford County courthouse, resulting in a bill dividing Stafford County into two parts (Harrison 1987: 312). After the first bill failed in 1726, a second bill, which passed on July 9, 1730, formed Prince William County (Harrison 1987: 312).

The act forming Prince William County specified that:

all the lands on the head of the said Counties, above Chopawansick Creek on Potomac River, and Deep Run on Rappahannock River, and a southwest line to be made from the head of the north branch of said creek, to the head of the said Deep Run...be made a distinct county, and shall be called and known by the name of Prince William County (cited in Harrison 1987: 312).

The act specified no northern or western limits for the county; therefore, its original territory included the current areas of Fairfax, Arlington, Alexandria, Loudoun, and Fauquier counties, and, in some interpretations, the entire Rappahannock and Shenandoah River Valleys (Harrison 1987: 312-4). In 1742, Fairfax County was carved from Prince William, and by 1757, two years before the American phase of the conflict between England and France ended, population growth in the northern Piedmont led to the creation of Loudoun County from Fairfax County (Hofstra and Geier 1996: 212). Loudoun took its name from John Campbell, the 4th Earl of Loudoun, a commander of British Forces in the Colonies from 1756 to 1759.

The Frye and Jefferson map of 1751 shows settlement in what is now Loudoun County clustered along the Potomac River (Figure 6), though population soon spread to the interior along the larger tributaries of the Potomac. The different geographic regions of Loudoun County were settled by diverse groups of immigrants, leading to differences in the county’s development. The southeastern portion of the county, extending from the Potomac River southward to Middleburg and from Catoctin and Bull Run Mountains eastward to the eastern border of the county was settled and developed by “fine old English Cavalier stock” (Head 1908). The northwest portion of the county was settled by German immigrants, mostly from Pennsylvania (Head 1908).

The immigrants established distinct communities in Loudoun between 1725 and 1750. English settlers introduced slavery, which became an important part of the labor force on the large farms and plantations established in the eastern and southern sections of Loudoun, including the project vicinity. In contrast, German, Quaker, and Scotch-Irish settlers in the northern and western portions of Loudoun either spurned slavery or had meager slave holdings. This difference would lead to a dichotomy within the county and would divide loyalties during the Civil War (Poland 1976). Because the earliest settles in Loudon County followed the Potomac River and its major tributaries, with later settlers filling in the interior of the County, the probability of encountering early Euro- American sites in the project area becomes more likely during the early eighteenth century, but still remains fairly low.

20 Project Vicinity

Figure 3. Detail from Virginia Discouvered and Discribed [sic] (Smith 1608) Depicting the Project Vicinity.

21 Project Vicinity

Figure 4. Detail from Augustine Herrman’s 1673 Map of Virginia and Maryland Depicting the Project Vicinity.

22 Project Vicinity

Figure 5. Detail of A survey of the northern neck of Virginia, being the lands belonging to the Rt. Honourable Thomas Lord Fairfax … as surveyed according to order in the years 1736 & 1737 (Warner 1747) Depicting the Project Vicinity.

23 Colony to Nation (1750 - 1789)

In part, the soil-depleting nature of tobacco production fueled the geographic expansion of the English colony (Kulikoff 1986:46-8). Though tobacco continued in importance in Virginia the throughout the ante-bellum era (McPherson 1988: 101), the post-1750 stagnation in salaries and export records indicate a decline in the importance of tobacco after the middle of the eighteenth century. Wheat and corn began to replace tobacco as a staple as Loudoun County was settled (Siener 1985:410-12). Between 1740 and 1764 "prices for tobacco on the world market rose far less than for wheat and flour because the traditional grain suppliers, Poland and Britain, were unable to meet the sharply increasing demands for foodstuffs in the West Indies and southern Europe" (Seiner 1985:412). In addition, grain sales afforded planters a degree of control over exchange rates (Seiner 1985:414-15). The farmers in the Virginia Piedmont turned first to corn, then to wheat as preeminent cash crops (Keller 2000: 21; Seiner 1985:412-13).

The initially spurred wheat production in the northern Piedmont and Shenandoah Valley, as farmers sought profits by feeding troops garrisoned along the frontier. Demand for wheat during the American Revolution further stimulated grain production. By the 1780s, the northern Virginia Piedmont was among “the most important southern wheat growing regions” and, after the cessation of hostilities, wheat was the region’s preeminent market crop (Keller 2000:21). In contrast to the continuity in farming practices, the Revolution altered civil society.

In 1756, the year before Loudoun County was created, the total population of Fairfax County was 7628 persons, 3345 (44 percent) of whom lived north and west of Difficult Run. The majority of the area’s citizens lived close to the Potomac (Netherton et al. 1991: 32-33, Fesler and McCartney 1993: 13). The initial creation of the community of Leesburg began with the establishment of a tavern by Nicolas Minor in 1755 at the intersection of Old Carolina Road (Route 15) and Potomac Ridge Road. Officially established in 1758 on the original 60 acres laid out by Minor in a traditional six crossing streets pattern, the town of Leesburg was originally created as an outfitting post during the French and Indian War. The British used the town of Leesburg as a staging ground for military action throughout the western frontier. Although the original name was "George Town" in honor of King George II, the town was renamed in honor of the influential Lee family, specifically Virginia Governor Thomas Lee, when Leesburg became the County seat (Scheel 2002).

During the American Revolution, Loudoun County provided a substantial supply of both men and arms to the war effort. In general, Loudoun’s reaction to British colonial policy was something of a microcosm of American reaction in general. In June 1774, Loudoun’s citizens met at the courthouse in Leesburg where they denounced the Intolerable Acts, the Tea Act and the Admiralty Courts. Loudoun formed its own maintenance Committee of Safety in 1774 and after a May 1775 meeting, Loudoun considered itself to be at war with England. Between 1780 and 1781, Loudoun had the largest militia of any county in Virginia, with 1746 men (Poland 1976).

By the Revolution, much of Loudoun County had been settled. Consequently, the probability of encountering archaeological sites dating to the second half of the eighteenth century is moderate.

24 Project Vicinity

Figure 6. Detail of the 1751 Fry-Jefferson Map of the Most Inhabited Part of Virginia Containing the Whole Province of Maryland with Part of Pennsylvania, New Jersey, and North Carolina, Depicting the Vicinity of the Triad Project (North to the Top; Not to Scale).

25 Project Vicinity

Figure 7. Detail of Thomas Jefferson’s 1787 Map of the Country Between Albemarle Sound, and Lake Erie, Comprehending the Whole of Virginia, Maryland, Delaware and Pennsylvania with Parts of Several Other of the United States of America, Depicting the Project Vicinity.

26 Early National Period (1789-1830)

The American Revolution, along with the ensuing economic, social, and political consequences, threatened the interlocking class, racial, and gender relations established during the early 18th century (Kulikoff 1986:312-3, 421). The Revolution severed ties to both the British monarch and the Anglican Church. The growing number of Baptists, Methodists, Presbyterians, and Deists added to political disruption. By granting spiritual equality to all, and occasionally arguing for legal equality, members of these sects added to the threat raised by British promises of emancipation and the language of the Declaration of Independence (Kulikoff 1986:417-420, 423-4). In 1806, largely in response to rising numbers of free blacks, the Assembly passed legislation forbidding free blacks from remaining in the state more than one year after manumission. This law was not rigorously enforced (Schwarz 1987:321-2).

In the years after the American Revolution, Loudoun County was dominated by farmers with relatively modest landholdings, who raised grain crops and livestock for export with the labor of a moderate number of slaves. Up to three quarters of landowners during this period held between 100 and 500 acres, while only 11 individuals claimed tracts of more than 1,000 acres. In fact, the period 1790 through 1820 in Loudoun County has been described as one of “demographic stability and agricultural reform” (Poland 1976). The population of Loudoun County was 18,777 in 1790 (Porter 1960).

The town of Leesburg played an important role in the early republic. Due to the threat of to Washington during the War of 1812, the town of Leesburg acted as the temporary capitol of the United States and many documents (including the Constitution and the Declaration of Independence) were moved to Leesburg from the Federal Archives. In addition, the Monroe Doctrine was drafted at Oak Hill just south of Leesburg, the estate of President James Monroe.

Other than these few national concerns, the development of Leesburg followed the agricultural development of the rest of Loudoun County. Despite the obvious benefits of the transition from tobacco to grain crops, the farming methods of the late eighteenth and early nineteenth centuries continued to have a deleterious effect on exhausted soils. Recognizing the need for improved agricultural practices, Loudoun County farmer John A Binns spearheaded the agricultural reform movement in Virginia. His 1803 Treatise on Practical Farming, which won the admiration of President Thomas Jefferson, outlined a formula for improving crop yields that would come to be known as the “Loudoun System.” In his widely read book, Binns recommended deep plowing, the use of gypsum to restore soil productivity, and revising the old crop rotation pattern to include a third year of clover (Poland 1976).

Binns’ reforms were widely adopted throughout Virginia in the early years of the 19th century, with admirable results. By 1818, local farmer Robert Russell noted that most of his Loudoun County neighbors had abandoned shallow plowing and adopted the new farming practices. Binns himself commented on the markedly improved crop yields: “I do not think that the millers in the compass of ten miles, in the settlement where I live will be able to manufacture much above one half; there are some in the settlement that will be obliged to desist from threshing, being unable to find room in the

27 mills, or yet deposit any more in their granaries” (Poland 1976).

Binns’ self-promotion notwithstanding, it was clear that the general acceptance of agricultural reforms had a beneficial effect on Loudoun County farming in the first decades of the 19th century. But bumper crops were of little value if they could not be transported to market. At the repeated urging of Alexandria merchants, the Little River Turnpike was organized in 1802 to provide a reliable, economical route between the “breadbasket” of Loudoun County and the Potomac River port. Opened to traffic by 1806, the turnpike was one of the first and most successful of Virginia’s toll roads, offering farmers a paved road for a distance of 34 miles, from Aldie to Alexandria. The Little River Turnpike ultimately would become modern Route 50. By the early 1850s, the Leesburg & Aldie Turnpike Company had established a north-south route linking the important milling town of Aldie with Leesburg and the Little River Turnpike. Situated near the intersection of these two important transportation routes, the farmers living near this area would have been able to send their grain crops to be milled, and then to market, with relative ease (Poland 1976).

The surviving tithables lists from Loudoun County for the period 1759 to 1762 indicates that about 8 percent of the white adult population owned slaves when the county was formed in 1757. Loudoun County’s enslaved population remained relatively modest in the first quarter of the nineteenth century, fluctuating from 29 percent in 1790 to 40 percent in 1820. More than 60 percent of slave owners claimed fewer than five slaves, and most farmed between 100 and 500 acres. Out of the roughly 600 households in the county that same year, only 30-35 consisted of slave plantation “quarters” owned by absentee gentry. Moreover, only 11 individuals owned tracts of more than 1,000 acres in Loudoun County (Poland 1976). The larger plantations where most bondsmen labored, like Philip Ludwell Lee’s estate near the mouth of Goose Creek, bounded the Potomac River or occupied the more developed eastern half of the Loudoun County (Phillips 1997: 259, 378, 388-89).

Historical maps made during the early nineteenth century illustrate the improved transportation routes. In 1807, when Bishop James Madison prepared a map of Virginia, he indicated that the county’s main east-west transportation corridors were configured much as they had been during the second and third quarters of the eighteenth century, but he also showed that several major public roads emanated from Leesburg, the Loudoun County seat (Figure 8). Herman Böyë’s 1828 map of the project area illustrates roads, mills, and natural resources surrounding Leesburg during the 1820s (Figure 9). Böyë noted that new roads had been built and by 1827 two stagecoaches a week were running between Alexandria and the Orange County courthouse (Netherton et al. 1991: 28; Fesler and McCartney 1993: 13). Roads both followed and encouraged settlement. Therefore, the probability of discovering later eighteenth- and early nineteenth-century material in the project area appears moderate.

28 Project Vicinity

Figure 8. Detail of A Map of Virginia Formed from Actual Surveys, depicting the project area vicinity (Madison 1807).

29 Project Vicinity

Figure 9. Detail from A Map of the State of Virginia reduced in conformity with the law Depicting the Project Vicinity (Böyë 1828; ☼ illustrates the location of mills; North to the Top; Not to Scale).

30 Antebellum Period (1830-1860)

In general, the post-Revolution, ante-bellum economic system of northwestern Virginia resembled that of the mid-Atlantic region, rather than the lower South. Nevertheless, the “peculiar institution,” differentiated Virginia from points north. Wealthy Virginians renewed their commitment to slavery. Other Anglo-Americans, however, became less likely to own slaves than during the earlier years of the Republic.

An agricultural and economic depression characterized much of this era, at least until the 1840s and '50s. Wheat prices declined sharply. In addition, the completion of the Erie Canal opened the market to mid-western grains. Though agitation for the construction of canals had begun at the end of the previous century, it was not until 1833 that the Chesapeake and Ohio Canal opened from Harpers Ferry to Georgetown (Keller 2000:24). In order to compete with and for western commerce, the State borrowed heavily to invest in railroad and road construction between 1840 and 1860 (Willis 1986:425). In general, farm economies prospered during the 1850s as wheat prices rose. This period also witnessed the introduction and general use of animal-powered agricultural machinery (Parker 1986:90).

Although railroads had become an important component of Virginia’s transportation infrastructure by the 1850s, the development of rail lines in Loudoun County lagged behind that of other areas before the Civil War. As early as the mid 1830s, Alexandria merchants had promoted the construction of a rail line to the Shenandoah Valley in an attempt to divert the increasing flow of agricultural products to Baltimore. The solution to the declining fortunes of Alexandria would be the Manassas Gap Railroad, linking the Potomac River port with Harrisonburg. An extension of this main line, known as the Loudoun Branch, was to run from southern Loudoun County through Aldie and Carter’s Gap to Purcellville, and ultimately to Harper’s Ferry. By 1858, most of the grading of the Loudoun Branch of the Manassas Gap Railroad was complete to Purcellville. But financial problems, the demands of completing the main line, and the interruption of the Civil War caused the permanent abandonment of the Loudoun Branch before operations could commence (Poland 1976).

By the antebellum period, settlement of the project vicinity was moderately dense. Yardley Taylor’s 1853 Map of Loudoun County, for example, depicts several structures in the project vicinity (Figure 10). Consequently, the probability of discovering antebellum sites in the project area is moderately high.

31

Project Vicinity

Figure 10. Detail of Yardley Taylor’s Map of Loudoun County (1853).

32 Civil War (1861-1865)

As with other border regions, the Civil War found residents of Loudoun County with divided loyalties. Unlike some of the western Loudoun County districts, the support for the Virginia Secession Ordinance was clear and unanimous within Leesburg. On May 23, 1861, the voting residents supported secession by a vote of 400 to 22 (Scheel 2002).

Situated only 25 miles west of Washington, D.C., the county remained a hotly contested area throughout the war, with both Federal and Confederate forces tramping the landscape on scouting and reconnaissance missions (Figures 11-13). Geographically, Loudoun invited military movement, since numerous fords crossed the Potomac River; the county’s ample food stores attracted continual “hay-soldiering” (foraging for horses) and “pie-rooting” (feeding hungry soldiers) (Poland 1976).

Northern newspapers, who initially believed victory would be swift, urged an invasion to crush the enemy and capture Richmond. Southerners were equally certain that the Yankees would wilt quickly when confronted by the superior Confederate troops. By July 1861 approximately 35,000 Union troops under the command of Irvin McDowell massed in the vicinity of Washington, D.C., and a smaller force of 20,000 southerners under Pierre G. T. Beauregard defended the railroad depot at Manassas, Virginia. On July 16th, McDowell’s men marched southwest toward Manassas, believing that General Robert Patterson’s forces would trap Confederates under Joseph Johnson in the Shenandoah Valley. By July 19th, however, Johnson’s army had eluded Patterson, marched to the railroad station at Piedmont, and entrained for Manassas. By the 21st, when McDowell attacked, the addition of 15,000 troops from the valley made two army’s equal in size.

Beauregard had fortified the bridges and fords across Bull Run with nine of his ten and one-half brigades. Ten-thousand Federal troops surprised the defenders with a six-mile flanking march that crossed Bull Run upstream from the well-defended railroad bridge. men Despite the surprise, Confederate forces defending the bridge slowed the Union advance, providing time for reinforcements to arrive. Nevertheless, McDowell’s forces appeared on the verge of victory (McPherson 1988:333-342).

Fresh southern troops under Thomas J. Jackson, who earned the sobriquet “Stonewall” that day, arrived in time to stabilize the defenses. Uniforms and flags, which made it difficult to distinguish friend and foe early in the war, also hindered the Union advance. For example, Union batteries pounding the Confederate line during the height of the assault on Henry House Hill ceased firing as blue-clad regiments emerged from the woods 70 yards to the right of the guns, believing the regiments to be infantry support. Unfortunately for the Union batteries, the blue-clad troops of the 33rd Virginia of Jackson’s brigade, unrecognized as the enemy until too late, wiped out the batteries. Equally important, McDowell failed to move his reserves to the front, while Johnson and Beauregard brought even the last of the troops from the Valley to the action. As the reserves arrived, the Confederates counterattacked. Federal troops fell back slowly at first, but the raw troops soon panicked and dropped equipment during the scramble to retreat across Bull Run. Only units under Sherman and several companies of regulars maintained discipline and slowed the rebel pursuit (McPherson 1988:342-344). The Confederate pursuit evaporated because, in Johnson’s words, “our

33 army was more disorganized by victory than that of the United States by defeat” (quoted in McPherson 1988:345).

Upwards of 50 military engagements of varying magnitude were fought in Loudoun County during the course of the war, including along the county’s northern border, the Potomac River. Forts Evans, Beauregard, and Johnston were constructed by the Confederacy surrounding the heights of Leesburg in the early stages of the war, and the occupied Leesburg several times from 1862-1865 (Figure 11), often forcing Leesburg residents to swear allegiance to avoid imprisonment. Confederate camps ringed Leesburg in 1861, and many Union prisoners of war were held on the Leesburg Courthouse lawn following the Battle of Balls Bluff on October 21, 1861.

One of the principal Potomac River crossings near Leesburg, Edward’s Ferry was situated near the confluence of Goose Creek and the Potomac. Early on October 20th, 1862—the day before the battle—Brigadier General Willis A. Gorman’s Brigade crossed briefly into Loudoun from Maryland in a “slight demonstration” against the enemy. The next day, Gorman’s Brigade again crossed the Potomac at Edwards’ Ferry, and waited in reserve while the main Federal force was routed three miles to the west. Gorman’s troops hastily dug in near the crossing, and repelled an assault by Colonel William Barksdale’s 13th Mississippi Regiment on the afternoon of the 22nd, before retiring across the river (Howard 1994: 10, 13-16, 59-60; Poland 1976: 194-95).

In the summer of 1863, the rival armies marched to Pennsylvania in the decisive Gettysburg campaign. Shadowing the northerly progress of Lee’s Army of Northern Virginia, Joseph Hooker’s 90,000-man Army of the Potomac converged on Loudoun from the east and south. Over three days, between June 25th and 27th, the entire Federal army crossed into Maryland on pontoon bridges at Edwards’ Ferry. The bulk of the Army of the Potomac passed north of the project area along the Leesburg Pike route from Dranesville to Edwards’ Ferry (Official Records 1985: 142-44, 542; Pfanz 1993: 11-12; Divine 1997: 206). Between 1863 and 1865, much of the fighting in Leesburg could be attributed to the efforts of Confederate commander John Singleton Mosby and his guerillas of the 43rd Battalion of Virginia Cavalry, known as “Mosby’s Rangers.” The “Gray Ghost,” as Mosby became known, preyed on the Federal forces stationed around Washington, D.C., and his raiding activities became legendary during the war, including an 1864 ambush of the 2nd Massachusetts cavalry in Leesburg which killed two and left many wounded.

On November 27, 1864, a group of Mosby’s partisans (Company D), under the command of Captain Richard Paul Montjoy attacked a group of 39 Independent Loudoun Rangers who were returning from Leesburg after capturing three Confederates. The skirmish occurred near the town of Goresville. The attack surprised the Loudoun Rangers, who immediately fled both north toward Point of Rocks and south toward Leesburg. While fleeing to the south, Ranger Mahlon Best fired blindly behind with a revolver, striking Captain Montjoy in the head and killing him instantly. The loss of Montjoy during this skirmish was clearly costly to Mosby, who later wrote of Montjoy, “A costly sacrifice for victory. He died too early for liberty and his country’s cause, but not too early for his own fame” (Scheel 2002:65).

Mosby’s guerrillas troubled Union cavalry and rail lines throughout, prompting Union General

34 Phillip Sheridan to justify himself to Army Chief of Staff Halleck on November 26th:

I will soon commence work on Mosby. Heretofore I have made no attempt to break him up, as I would have employed ten men to his one, and for the reason that I have made a scape-goat of him for the destruction of private rights. Now there is going to be an intense hatred of him in that portion of this Valley which is nearly a desert. I will soon commence on Loudoun County, and let them know there is a God in Israel. Mosby has annoyed me considerably, but the people are beginning to see that he does not injure me a great deal, but causes a loss to them of all that they have spent their lives in accumulating (Official Records 1893: 671-2).

The following day cavalry under Merritt was ordered to “consume and destroy all forage and subsistence, burn all barns and mills and their contents, drive off all stock in the region” bounded by the Manassas Gap Railroad, White Plains, and the Shenandoah and Potomac Rivers (Official Records 1893: 679, 687). The archaeological remains created by activities like Mosby’s guerilla warfare produces low-density, widely dispersed, and often ambiguous archaeological signatures. Therefore, although archaeological resources dating to the mid-nineteenth century likely occur in the project vicinity, the probability of discovering Civil War military sites in the project area is low (Figures 12 and 13).

35 Edward’s Ferry and Balls Fluff

Project Vicinity

First Manassas

Figure 11. Detail of Army map of the seat of war in Virginia, showing the battle fields, fortification, etc. on & near the Potomac River Depicting the Project Vicinity and selected Civil War battles in the vicinity (J. G. Bruff 1861).

36 Project Vicinity

Figure 12. Detail from a Map of n. eastern Virginia and vicinity of Washington / compiled in Topographical Engineers Office at Division Head Quarters of General Irvin Mc Dowell, Arlington, January 1th [sic] 1862, from published and manuscript maps corrected by recent surveys and reconnaissances ; engraved on stone by J. Schedler ... N.Y. Depicting the Project Vicinity.

37 Project Vicinity

Figure 13. Detail from Map of Fauquier & Loudon [sic] co's. Va. / by order of Lt. Col. Wm. P. Smith Chf. Eng'r. Topogl. Office A.N.V. ; copied by A. S. Barrows Ass't Eng'r Depicting the Project Vicinity

38 Reconstruction and Growth (1865-1917)

Loudoun County faced a difficult period of rebuilding after four long years of war. Striking at Mosby’s partisans, Union forces had damaged or destroyed buildings, burned crops, and dispersed livestock. Both sides had helped themselves to the county’s ample agricultural resources, and continual military activity had effectively disrupted everyday life. Businesses were shut down, farms left poorly attended, and local government services suspended. The emancipation of the county’s slaves proved financially damaging for many local landowners, and land prices dropped considerably in the immediate postwar period.

Few mills were left in operating condition at the end of the Civil War; those that were operable quickly reestablished themselves in the production of corn and wheat, and the associated saw mills supplied the much needed lumber to rebuild the countryside. Other businesses that closed at the beginning of the war had the added hardship of rebuilding their businesses in a decimated economy.

The most destruction could be seen in the rural areas of Loudoun County, where outbuildings, were destroyed, crops were confiscated, and livestock was either taken or run off the properties. These rural farmers may have had their houses left mostly intact, but they had to rebuild everything else on their farms, and with little money to invest in reconstruction most farmers cultivated smaller portions of their farms.

Rebuilding communities was easier in western Loudoun County, where the influence of abolitionist Quakers and Germans led to community compliance with the federal occupation force. Reconciliation was codified within articles and editorials in the counties' major newspapers, including the Democratic Mirror in Leesburg and the True Index in Warrenton. In the initial postwar issue of the Democratic Mirror on May 31, editor Benjamin Sheetz wrote of "a very pretty flag emblazoned with the stars and stripes throwed to the breeze" atop the Loudoun County courthouse. (Scheel 2003). By 1870, agricultural production had surpassed antebellum levels, and the county was well on its way to economic recovery (Poland 1976).

Despite numerous handicaps in the former slaveholding region, Loudoun County rebounded from the trauma of war with remarkable speed. By 1870 agricultural production had surpassed antebellum levels, and the county was well on its way to recovery, and by 1880, Loudoun County was a primary agricultural region of Virginia, as grains, corn, wheat, and even fruit became major cash crops by the early 20th century. Livestock farms also increased the overall agricultural industry of the county, raising cattle, horses, pigs, and sheep. This led to new laws requiring stone or wood fences to keep livestock in their designated pastures. As an outgrowth of the increased livestock, the dairy industry began in the 1870s, primarily in the eastern part of the county (Head 1908, Poland 1976).

The reopening of the rail lines to Loudoun County made the region more accessible and many small communities sprung along the rail lines. By 1871, the Alexandria, Loudoun, and Hampshire Railroad completed repairs and continued to expand its service to Hamilton. Service to Round Hill

39 was completed by 1874 and to Bluemont by 1900. The reopening and expansion of the rail lines enhanced the transportation of goods and summer travelers to and from Loudoun County. The added attraction of Loudoun County as a summer get-away from Washington D.C. spurred the economy of the county as a whole during the later part of the 19th century.

This also led to modern enhancements and improvements to these smaller communities along the rail lines. By 1906, telephone service was established and by 1912, electricity was provided to the communities of Hamilton, Purcellville, and Round Hill. With the expansion and speed of the railroad, the turnpikes continued a slight decline; however, the major county roads were macadamized in the early part of the 20th century, leading to better road transportation (Head 1908, Poland 1976). Post-bellum and early twentieth-century architecture and archaeological sites occur in the project vicinity, and appear likely to exist within the project area as well.

World War I to World War II (1917-1945)

Loudoun County in the late nineteenth and early twentieth centuries continued to be predominantly rural and agricultural (Figure 14), its white population having remained essentially constant over the past century. Nevertheless, the post World War I-era ushered in significant changes in the county’s farms. Farming became increasingly specialized, with an increasing emphasis on dairy framing, beef cattle, and poultry. In addition, during this time period, many younger men and women migrated from the rural countryside to the urban centers, taking advantage of vocational training and more job opportunities. This led to a general decline in the county’s population (Head 1908, Poland 1976.

Federal programs to monitor and increase farm yields to help with the war effort appeared during WWI. At the end of the war, the levels of production returned to normal and an agricultural recession ensued which lasted until the outbreak of World War II. The majority of the population remained in the agricultural sector and in rural communities with modest income levels from farming. These families suffered from the Great Depression, with most of their earnings returned to the farms to keep them going. During World War II, the supply and demand for the agricultural produce from Loudoun County again boomed. Farming technology was boosted by World War II, as new machines to increase productivity that were spurned in the early twentieth century now became a necessity to keep up with the supply and demand (Head 1908, Poland 1976).

During the period between the wars, the main roads throughout the county were macadamized and allowed for better and faster transportation of goods to markets. The railroad continued to be the primary mode of transportation, however, though the automobile was emerging as a dominant form of transportation near the end of WWII (Head 1908, Poland 1976).

Buildings and the associated material culture dating to the period between the world wars exist in the project vicinity, and appear likely to occur within the project area as well (Figure 14).

40 Project Vicinity

Figure 14. Detail from Rural delivery routes, Loudoun County, Virginia (Post Office Department, Division of Topography 1925) Depicting the Project Vicinity.

41 The New Dominion (1945-Present)

After World War II, increasing suburbanization and agricultural mechanization and specialization overshadowed the moderately-sized family farm, which had formed the backbone of Loudoun County’s economy since the late eighteenth century (Poland 1976). There are few businesses that remain in the small towns within the vicinity of the project area, with the majority of the businesses located along State Route 15 (James Madison Highway). The majority of the inhabitants live in private residences on smaller tracts, with larger open agricultural fields of land that once grew corn, grains, and wheat. Today, much of the land is being developed to satisfy the need for new housing in the suburban areas around Leesburg.

Loudoun County population experienced exponential growth in the late twentieth century. Through the first half of the twentieth century, the population ranged from 20,000 to 25,000. In 1950, the population of Loudoun County was 21,147, only 2,370 persons greater than the total from 1790 (Porter 1960:115). Between 1960 (24,549) and 1990 (86,129) the population increased by 250 percent. The population again doubled between 1990 and 2000 (169,599). Also during the period from 1950 to 2000, the housing market has grown by 1,000 percent, with 5,988 housing units in 1950 to over 60,000 housing units in 2000. The decade from 1990 to 2000 alone saw 39,720 permits for new housing units. The population projections show the population increasing to 421,000 by 2025 (Loudoun County Department of Economic Development 2005).

The town of Leesburg has experienced rapid growth in the face of urban sprawl. Due to the massive suburban expansion of the Washington D.C. metro area, the current population of the town of Leesburg of 28,311, according to the 2000 Federal Census, exceeds the total population of Loudoun County at any point throughout its history.

Previously recorded cultural resources that date solely to the post-War era exist within one mile of the project area. Moreover, historical and modern topographic maps demonstrate the high probability that post-WWII resources exist in the project area. Nevertheless, post-1945 resources are unlikely to be eligible for nomination to the NRHP.

42 IV. RESEARCH DESIGN

The assessment identified all previously recorded cultural resources located within the study area and developed a predictive model that delineates areas of high, intermediate or moderate, and low potential for cultural resources within the study area. Archival research and a field reconnaissance were undertaken to achieve these objectives. Resource inventory and context development provided a foundation for the identification of unknown historic properties, such as domestic farmsteads, gravesites, and military encampment areas. These two tasks also aided in the identification of likely locations for prehistoric and historic archaeological sites.

Archival Research

Archival research was conducted at VDHR and the Library of Virginia. The VDHR files of archaeological sites and historic structures were examined and information was retrieved on all sites or structures located within the study area and within a one-mile radius of the study area. Background research also focused on relevant sources of local historical information and available historical maps, which were examined to provide an historical context for the project area and to check for any buildings and other cultural features present within the project area. The background research for the cultural resources overview included a review of data collected from the VDHR cultural resource site files and the VDHR Data Sharing System (DSS).

Field Reconnaissance

The field component of the cultural resources assessment consisted of a pedestrian survey of selected landforms and drainages within the study area. The property was carefully examined in light of the present understanding of the environmental attributes of known archaeological sites in the Virginia Piedmont, and the presence of possible surface or subsurface disturbance was noted. Archaeologists evaluated the potential for sites based on such factors as vegetation, ground slope, soil type, extent of erosion, topography, and stream location. Judgmental shovel tests were excavated in selected areas to identify soil types, evaluate the stratigraphic integrity of the area, and assess cultural resource potential. Fieldworkers screened the soil through ¼-inch wire mesh to search for artifacts, and soil profiles were recorded using standard soil types and color terminology from the Munsell Soil Color Charts (1994). No artifacts are collected as part of the Phase IA assessment.

Previous Research

Archaeological Sites

No previously identified archaeological sites are located within the Triad project area. However, 72 previously identified archaeological site lie within a one-mile radius of the project area (Figure 15; Table 2). The archaeological sites, none of which have been evaluated for NRHP eligibility, date from the Early Archaic Period through the twentieth century.

43 Diagnostic artifacts were not recovered from the majority of prehistoric sites (44LD0178, 44LD0180, 44LD0181, 44LD0182, 44LD0458, 44LD0681, 44LD0684, 44LD0685, 44LD0704, 44LD0715, 44LD0933, 44LD0934, 44LD0936, 44LD0938). Despite the absence of datable artifacts, Site 44LD0681 was recommended potentially eligible for nomination to the NRHP. Diagnostic artifacts recovered from single component prehistoric sites date to the Late Archaic (44LD0691, 44LD0693, 44LD1450), Early Woodland (44LD0697, 44LD0932, 44LD0937), and Late Woodland (44LD0120) Periods. Site 44LD1450 was determined not eligible for nomination to the NRHP. The remaining sites have not been evaluated.

Both prehistoric and historic diagnostics occurred on sites: 44LD0699 (Early Woodland, 19th Century), 44LD0700 (Middle Archaic, 20th Century); 44LD0701 (Early Archaic, Late Archaic-Early Woodland-20th Century); 44LD0708 (Early Archaic, Late Archaic-Early Woodland, 19th Century); 44LD0709 (Early Archaic, 20th Century); 44LD1003 (Middle Archaic, 18th-19th Century); 44LD1156 (Middle Archaic, Early/Middle Woodland, 20th Century); and 44LD1442 (Late Archaic- Early Woodland, 18th-20th Century). Sites 44LD0179 and 44LD0935 (Prehistoric-Historic), 44LD0686, 44LD0687, 44LD0707, and 44LD0711 (Prehistoric, 20th Century), 44LD1294 (Prehistoric, 19th Century) produced only historic diagnostics and non-diagnostic prehistoric material. None have been evaluated for nomination to the NRHP.

Only historic material was recovered from the remaining sites. The assemblages recovered from sites 44LD0680, 44LD1122, 44LD1123, 44LD1281, and 44LD1458 contained both eighteenth- and nineteenth-century components. Only nineteenth-century material occurred in the assemblages from sites 44LD0601, 44LD0696 44LD1248, 44LD1279, 44LD1282, and 44LD1283. Site 44LD1280, a railroad bed, also dated to the nineteenth century. Site 44LD0679 contained both nineteenth- and twentieth-century components, while only twentieth-century material was recovered from Sites 44LD0599, 44LD0602, 44LD0604, 44LD0605, 44LD0606, 44LD0683, 44LD0694, 44LD0695, 44LD0710, 44LD1051, and 44LD1066. Of the twentieth-century sites, only the last had been evaluated. Site 44LD1066 was recommended not eligible for listing on the NRHP.

The DSS search returned no chronological information about the remaining sites. Site 44LD0594 was recommended not eligible for listing on the NRHP. Sites 44LD0596, 44LD0607, 44LD0678, 44LD0682, 44LD0706, 44LD1503, 44LD1516, and 44LD1517 had not been evaluated.

Table 2. Previously Identified Archaeological Sites Located with a One-Mile Radius of the Project Area. DHR_ID Site Type Time Period Eligible 44LD0120 Camp, temporary Late Woodland Not Evaluated 44LD0178 Camp, temporary Prehistoric/Unknown Not Evaluated Camp, temporary, Trash Historic/Unknown, Not Evaluated 44LD0179 scatter Prehistoric/Unknown 44LD0180 Camp, temporary Prehistoric/Unknown Not Evaluated 44LD0181 Camp, temporary Prehistoric/Unknown Not Evaluated 44LD0182 Camp, temporary Prehistoric/Unknown Not Evaluated 44LD0458 Prehistoric/Unknown Not Evaluated

44 Table 2. Previously Identified Archaeological Sites Located with a One-Mile Radius of the Project Area. DHR_ID Site Type Time Period Eligible 44LD0594 Indeterminate Not Eligible 44LD0596 Camp, temporary Prehistoric Not Evaluated 44LD0599 Trash scatter 20th Century: 1st half Not Evaluated 44LD0600 Camp Prehistoric/Unknown Not Evaluated 44LD0601 Dwelling, single 19th Century: 2nd half Not Evaluated 44LD0602 Grave/burial 20th Century: 1st half Not Evaluated 44LD0604 Dwelling, single 20th Century Not Evaluated 44LD0605 Dwelling, single 20th Century Not Evaluated 44LD0606 Dwelling, single 20th Century Not Evaluated 44LD0607 Dwelling, single Historic Not Evaluated 44LD0678 Trash scatter Unknown Not Evaluated 44LD0679 Farmstead 19th Century, 20th Century Not Evaluated 18th Century: 4th quarter, 19th Century: Not Evaluated 44LD0680 Dwelling, single 1st quarter 44LD0681 Camp Prehistoric Potentially Eligible 44LD0682 Farmstead Historic Not Evaluated 44LD0683 Farmstead 20th Century: 2nd/3rd quarter Not Evaluated 44LD0684 Camp Prehistoric/Unknown Not Evaluated 44LD0685 Camp Prehistoric/Unknown Not Evaluated 20th Century: 1st half, Not Evaluated 44LD0686 Camp, Trash scatter Prehistoric/Unknown 20th Century: 1st half, Not Evaluated 44LD0687 Other, Trash scatter Prehistoric/Unknown 44LD0691 Camp Late Archaic Not Evaluated 44LD0693 Camp Late Archaic Not Evaluated 44LD0694 Camp, Trash scatter 20th Century: 1st half Not Evaluated 44LD0695 Camp 20th Century: 1st half Not Evaluated 44LD0696 Military camp 19th Century: 1st half Not Evaluated 44LD0697 Camp Early Woodland Not Evaluated 44LD0698 Trash scatter Unknown Not Evaluated 44LD0699 Camp, Trash scatter 19th Century, Early Woodland Not Evaluated 44LD0700 Camp, Trash scatter 20th Century: 1st half, Middle Archaic Not Evaluated 20th Century, Early Archaic, Early Not Evaluated 44LD0701 Camp, Farmstead Woodland, Late Archaic 44LD0704 Camp, Trash scatter Prehistoric/Unknown Not Evaluated 19th Century: 2nd/3rd quarter, Not Evaluated 44LD0705 Camp, Trash scatter Prehistoric/Unknown 44LD0706 Camp Unknown Not Evaluated 44LD0707 Camp, Trash scatter 20th Century, Prehistoric/Unknown Not Evaluated 19th Century: 2nd/3rd quarter, Early Not Evaluated 44LD0708 Camp, Trash scatter Archaic, Early Woodland, Late Archaic 44LD0709 Camp, Trash scatter 20th Century: 1st quarter, Early Archaic Not Evaluated 44LD0710 Camp, Trash scatter 20th Century: 1st half Not Evaluated

45 Table 2. Previously Identified Archaeological Sites Located with a One-Mile Radius of the Project Area. DHR_ID Site Type Time Period Eligible 44LD0711 Camp, Trash scatter 20th Century, Prehistoric/Unknown Not Evaluated 44LD0715 Camp Prehistoric/Unknown Not Evaluated 44LD0932 Lithic scatter Early Woodland Not Evaluated 44LD0933 Lithic scatter Prehistoric/Unknown Not Evaluated 44LD0934 Lithic scatter Prehistoric/Unknown Not Evaluated Prehistoric and Historic, Not Evaluated 44LD0935 Lithic scatter Prehistoric/Unknown 44LD0936 Lithic scatter Prehistoric/Unknown Not Evaluated 44LD0937 Lithic scatter Early Woodland Not Evaluated 44LD0938 Lithic scatter Prehistoric/Unknown Not Evaluated Camp, temporary, Dwelling, 18th Century: 4th quarter, 19th Century: Not Evaluated 44LD1003 single 1st half, Middle Archaic 44LD1051 Trash scatter 20th Century Not Evaluated 44LD1066 Dwelling, single 20th Century Not Eligible 44LD1122 Agricultural field, Farmstead 18th Century: 4th quarter, 19th Century Not Evaluated 44LD1123 Agricultural field, Farmstead 18th Century: 4th quarter, 19th Century Not Evaluated Camp, temporary, Trash 20th Century, Early/Middle Woodland, Not Evaluated 44LD1156 scatter Middle Archaic 44LD1248 Dwelling, single 19th Century: 4th quarter Not Evaluated 44LD1279 Farmstead 19th Century Not Evaluated 44LD1280 Railroad bed 19th Century Not Evaluated 44LD1281 Trash scatter 18th Century Not Evaluated 44LD1282 Trash scatter 19th Century Not Evaluated 44LD1283 Dwelling, single 19th Century Not Evaluated 44LD1294 Lithic scatter, Trash scatter 19th Century, Prehistoric/Unknown Not Evaluated 18th Century: 4th quarter, 19th Century, Not Evaluated Camp, temporary, Lithic 20th Century: 1st quarter, Early 44LD1442 workshop, Trash scatter Woodland, Late Archaic 44LD1450 Camp, temporary Late Archaic Not Eligible 18th Century: 2nd half, 19th Century: Not Evaluated 44LD1458 Trash scatter 1st quarter 44LD1503 Unknown Unknown Not Evaluated 44LD1516 Unknown Unknown Not Evaluated 44LD1517 Unknown Unknown Not Evaluated

46

Figure 15. Previously Identified Archaeological Resources Located within One-Mile of the Project Area.

47 Architectural Resources

One previously identified architectural resource, the Alexander Lee or Haldore Hanson house (053- 0892) lies within or on the boundary of the Triad project area (Figure 16; Table 3). The central- passage frame structure was constructed in the mid-nineteenth century. The structure includes two exterior-end chimneys, one of stone and one of brick, and an interior-end brick flue. A portico with full pediment dominates the front façade. The Alexander Lee/Haldore Hanson House has not been evaluated for NHRP eligibility (Appendix A).

The circa 1800 Joseph A. Schokey house (053-0986) abuts the project area. The dwelling includes a two-story, two-room stone structure with an exterior-end brick chimney and one-and-one-half- store stone kitchen wing with a broad exterior-end stone chimney. One three-bay porch stretches across the front elevation, and a second, enclosed porch extends across the front of the kitchen wing. A nineteenth-century shed-roofed addition expends the rear of the house, and a twentieth-century stucco addition appears on the rear of the kitchen wing. Outbuildings include a circa 1820 two-story structure with a corner fireplace, possibly a wash house or quarter, and a frame-and-stucco smokehouse with hewn timber and pegged framework. The smokehouse post-dates 1820.

The remaining resources at the edge of the project area date to the twentieth century. A circa 1900 two-story frame structure with a central chimney occupies a plot on Fleetwood Road (053-5687). In addition, a circa 1955 single-story frame house set on a poured concrete foundation sits along Evergreen Road (053-5910). An additional 23 previously identified architectural resources lie within a one-mile radius of the project area (Figure 16; Table 3).

Previously identified resources located within one mile of the project area date from the 1760s through the 1950s. Eighteenth-century resources include the circa 1764 Shyrock-Minor ruin (053- 0028), the circa 1775 Fleetwood Farm (053-0629), the only resource determined eligible for listing on the NRHP, and the circa 1790 Allan House. Fleetwood Farm, also known as Greenhill Plantation, comprises a Federal-style dwelling, a barn, a smokehouse, and a springhouse.

Nineteenth-century resources within one mile of the project area include: the Lenah Community Historic District (053-0664), which reportedly dates as early as 1806; the circa 1830 Shockey Farm (053-5269); a circa 1870 house at 23541 Evergreen Road (053-5268) and the Pearson Farm (053- 5888), also circa 1870; and a circa 1880 house at 23263 Belmont Ridge Road (053-5910). The remaining resources were erected during the twentieth century.

The earliest of the twentieth-century resources, constructed around 1900, occupies a lot at 23583 Fleetwood Road (053-5687). A house situated at 24510 Evergreen Road was built circa 1948 (053- 5690). Two circa 1950 houses occupy lots along Belmont Ridge Road (053-5683 and 053-5685). A dwelling built in 1951 sits along Stone School Lane (053-5686). The remaining architectural resources, all houses situated along Evergreen Road, include: a circa 1950 house (053-5910), one structure dating from 1953 (053-6105); three homes constructed in 1954 (053-6100, 053-6106, and 053-6107); two dwellings constructed in 1955 (053-6099, 053-6103); one circa 1956 house (053- 6101); and two circa 1957 buildings (053-6102 and 053-6105).

48

Table 3. Previously Identified Architectural Resources within a One-Mile Radius of the Project Area. DHR_ID Resource Name Time Period NHRP Eligible 053-0028 Shyrock-Minor House 1764 Not Evaluated 053-0629 Fleetwood Farm 1775 Eligible 053-0892 Alexander Lee House 1830 Not Evaluated 053-0986 Joseph A. Schokey House 1800 Not Evaluated 053-5268 House, 23541 Evergreen Mills Rd 1870 Not Evaluated 053-5269 Shockey Farm, 24059 Evergreen Mills Rd 1830 Not Evaluated 053-5683 House, 23723 Belmont Ridge Rd 1950 Not Evaluated 053-5684 House, 23613 Belmont Ridge Rd 1920 Not Evaluated 053-5685 House, 23276 Belmont Ridge Rd 1950 Not Evaluated 053-5687 House, 23583 Fleetwood Rd 1900 Not Evaluated 053-5690 House, 24510 Evergreen Mill Rd 1948 Not Evaluated 053-5888 Pearson Farm, 23651 Lenah Rd 1870 Not Evaluated 053-5909 House, 23263 Belmont Ridge Rd 1880 Not Evaluated 053-5910 House, 23423 Evergreen Mills Rd 1950 Not Evaluated 053-6099 House, 24230 Evergreen Mills Rd 1955 Not Evaluated 053-6100 House, 24315 Evergreen Mills Rd 1954 Not Evaluated 053-6101 House, 24351 Evergreen Mills Rd 1956 Not Evaluated 053-6102 House, 24363 Evergreen Mills Rd 1957 Not Evaluated 053-6103 House, 24367 Evergreen Mills Rd 1955 Not Evaluated 053-6104 House, 24389 Evergreen Mills Rd 1957 Not Evaluated 053-6105 House, 4296 Bairfield Lane 1953 Not Evaluated 053-6106 House, 24493 Evergreen Mills Rd 1954 Not Evaluated 053-6107 House, 24505 Evergreen Mills Rd 1954 Not Evaluated *Highlighted resources are located within the project area.

49

Figure 16. Previously Identified Architectural Resources Located within One-Mile of the Project Area.

50

V. RESULTS

Introduction

No previously recorded archaeological sites are located within the project area. One previously identified cultural resource, the circa 1830 Alexander Lee House (053-0892) lies within the project area. The Phase IA fieldwork examined all areas of the approximately 257.35 acre project area. The field work was conducted during September of 2008. The field work was conducted by Project Archaeologist Josh Duncan and Archaeological Technician Brian Schools. At the time of the survey, the tract was in use as a sod farm.

Shovel Tests and Soil Profiles

The nine shovel tests excavated during the Phase IA assessment were placed using the judgment of the field director and do not represent a systematic archaeological survey of the tested area (Figure 17). The shovel tests were excavated with the intention of assessing the stratigraphic integrity of the area tested and to address issues of soil quality and type across the property.

Shovel Test Pit 1

Shovel test (ST) 1 was excavated in the southwestern portion of the project area, in an area recently stripped of sod. ST 1 was located approximately 200 feet north/north west of a drainage or springhead, just west of the crest of a ridge top at an elevation of approximately 310 feet amsl. The profile indicated heavy plowing, undoubtedly related to the modern use of the property as a sod farm (Figure 68). Two strata were identified within ST 1. Stratum I was a brown (7.5YR5/4) clay loam plowzone which extended to 0.70 feet below grade, sealing Stratum II. Stratum II was a (7.5YR5/6) strong brown clay subsoil. Artifacts were observed in the area of ST 1 and included 18th-19th century domestic debitage (Figures 17 and 18).

Shovel Test Pit 2

Shovel Test 2 was opened approximately 20 feet east of the springhead on a 5-7 percent southern slope. The 0.6-foot deep plowzone (Stratum I) consisted of a brown (10YR5/4) loam, and sealed Stratum II, a strong brown (7.5YR4/6) clay loam culturally sterile subsoil (Figures 17 and 18). Artifacts were observed in the area of ST 2 and included a projectile point, a brick scatter, and 18th century domestic debitage.

Shovel Test Pit 3

Shovel Test 3 was located along the western edge of the property, on a ridge top measuring 350 feet amsl. ST 3 had to be placed within the tree line to avoid digging in the sod. Strong brown 7.5YR5/6) loam constituted the topsoil and plowzone. The plowzone reached a maximum depth of 0.9 feet below the ground surface. At that depth, brown (7.5YR6/4) clay loam was encountered and

51 was excavated to a depth of 1.2 feet below grade (Figures 17 and 18).

Shovel Test Pit 4

Shovel Test 4 was situated within the tree line at the northwestern corner of the project area. Light gray (10YR7/1) silty sand mottled with brownish yellow (10YR6/8) silty clay that extended to 0.8 foot below grade constituted the plow zone. Stratum II was subsoil and was a brownish yellow (10YR6/8) silty clay (Figures 17 and 19).

Shovel Test Pit 5

Shovel Test 5 was excavated within a line of cedar trees on a ridgetop overlooking a wetland in the northwestern portion of the project area. Shovel Test 5 was excavated to 1.1 foot below ground surface, revealing three strata. Stratum I consisted of a brown (10YR5/3) silty sand and extended to 0.6 feet below modern grade. Light brownish gray (10YR6/4) silty loam designated Stratum II, occurred above the subsoil and extended to 0.9 feet below grade. A yellowish brown (10YR5/8) clay loam formed the subsoil in ST 5 (Figures 17 and 19).

Shovel Test Pit 6

Shovel Test 6 was located along the eastern edge of the project area, east of the mouth of the roughly rectangular creek bed within the hardwood forest in the northeastern corner of the project area. ST 6 was located on a broad extent of flat land overlooking a drainage to the east. Excavated to a depth of 1.1 feet below the ground surface, Shovel Test 6 revealed three strata. Brown (10YR5/3) loam (Stratum I) occurred above very pale brown (10YR8/2 silty loam) with a subsoil of yellow (10YR7/6) clay loam (Figures 17 and 19).

Shovel Test Pit 7

Shovel Test 7 was excavated on a slight ridge top above an unnamed creek, in the northeastern portion of the project area. Between the surface and 0.8 feet below ground surface a very pale brown loam designated Stratum I was observed. Stratum II consisted of brownish yellow (10YR6/6) clay loam subsoil (Figures 17 and 20).

Shovel Test Pit 8

Shovel Test 8 was located in the center of the northern portion of the project area. Between the ground surface and 0.7 feet deep, light grey (10YR7/1) sandy loam designated Stratum I existed. Stratum II consisted of grey (10YR6/1) clay loam sandy loam. Artifacts were observed in the vicinity of ST 8 and included architectural stones and 19th century domestic debitage (Figures 17 and 20).

Shovel Test Pit 9

52 Shovel Test Pit 9 was located along the northern boundary of the project area, approximately 150 feet north of the head of a drainage. An ATV trail/road cut was located just north of the STP location. Two strata were identified in the STP. Stratum I was a light grey (10YR7/1) silty loam which extended to 0.9 feet below modern grade. Stratum II was a gray (10YR6/1) clay loam that extended to 1.2 feet below modern grade. Clay content rose with depth, as did the compaction of the soil (Figures 17 and 18).

53

Architectural Resources

Structure 1: Pole Barn

Structure 1 is a one-story wood-frame barn located directly west of Route 621 near the southern boundary of the project area (Figure 21). Weatherboard covers the building’s frame while corrugated metal covers the gable roof. Dense vegetation prevented investigation of the interior of the barn and hindered description of the exterior.

Figure 21. Northern Elevation of Structure 1, View South to Southwest.

58 Structure 3: Pole Barn Complex

A barn complex located on a sod farm directly east of Route 621, in the south-central portion of the project area, was grouped together as Structure 3. Agricultural outbuildings include one-story barn with open bays, a two-story shed-roofed structure, and a stave silo. Mobile homes serve as offices for the sod farm (Figures 26 and 27).

A gable-roofed frame structure with open bays forms the core of the complex. Vertical board siding covers the wooden frame of the pole barn. Standing-seam sheet metal covers the roof of the structure. Also visible are exposed rafter ends. Equipment and sod were stored in the building at the time of the fieldwork (Figures 28-30).

A two-story, shed-roofed structure was added to the rear of the pole barn. A standing-seam metal roof covers the wood frame and cinderblock structure. A silo rises immediately west of the barn complex. A standing-seam-metal roof covers the shingled structure (Figure 31).

Figure 22. View of the Barn Complex, looking South to Southwest.

59

Figure 23. Mobile homes in the Structure 3 Barn Complex, looking East.

Figure 24. Oblique View of Structure 3, looking North to Northwest.

60

Figure 25. Structure 3 Pole Barn, View North toward the South Elevation.

Figure 26. Structure 3, View of Interior Roof.

61

Figure 27. Silo and cinder block structure, looking East.

Structure 4: The Alexander Lee/Haldore Hanson House (053-0892)

One previously identified architectural resource, the Alexander Lee or Haldore Hanson house (053- 0892) lies within or on the boundary of the Triad project area (Figures 32-35). The central-hall frame structure was constructed in the mid-nineteenth century. The structure includes two exterior end chimneys, one of stone and one of parget brick, and an interior -end brick flue. A Greek Revival pedimented portico with Tuscan-style columns dominates the front façade. Returns decorate the gable ends. The exterior is sheathed in weatherboard and the roof in asphalt shingles. Six-over-six double hung windows occur on the front façade.

A one-story ell with exterior brick chimney, most likely the kitchen, extends perpendicular to the rear of the house. A one-story hipped roof addition stretches along the remainder of the rear of the building. The Alexander Lee/Haldore Hanson House has not been evaluated for NHRP eligibility (Appendix A).

62

Figure 28. Northern Elevation of Structure 4, looking South to Southwest.

Figure 29. Rear Elevation of Structure 4, looking South to Southwest.

63

Figure 30. Southern Elevation of Structure 4, looking North.

Figure 31. Western Elevation of Structure 4, looking Northeast.

64 VI. CONCLUSIONS AND RECOMMENDATIONS

In September of 2008, Cultural Resources, Inc. (CRI) conducted a Phase IA cultural resources assessment of a 257.35 acre parcel in Loudoun County, Virginia for Triad Engineering. The goal of the fieldwork was to determine the nature of the soils and topography in the project area, as well as to provide information on previously identified cultural resources located within the bounds of the project area. The assessment also identified all previously recorded cultural resources located within a one-mile radius of the study area, and developed a site-specific historic context. This effort also identified areas of high and low cultural resources potential within the tract and has been developed to serve as a possible planning tool for proposed development within the study area. Determinations of high, intermediate, and low potential were based upon soil properties, drainage, topography, and on historical research and a predictive model extrapolated from archaeological survey in similar environments.

Archaeologists conducted an intensive walkover examination of the study area and excavated nine judgmental shovel tests to observe soil conditions throughout the project area. Documentary research was conducted at the archives of the Virginia Department of Historic Resources (VDHR), the Library of Virginia, and the Virginia Historical Society. The processes of site inventory and context development help to identify unknown historic properties such as domestic farmsteads, gravesites, and/or military encampment areas that may be present within the boundaries of the study area, and to determine the most likely locations for earlier cultural resources such as prehistoric sites.

No previously recorded archaeological resources are located within the project area. One previously identified architectural resource, The Alexander Lee House (053-0892), is located within the project area. The core of the house is believed to date to the 1830’s.

Archaeological Resources

No previously recorded archaeological resources occur within the project area, though the fairly high number of sites situated in similar settings within a one-mile radius of the project areas indicates that the probability of encountering both prehistoric and historic resources is relatively high. Archaeological resources associated with the surrounding circa 1830 Alexander Lee House probably exist in the vicinity of the standing structures. In addition, prehistoric and historic artifacts were observed in the vicinity of Shovel Tests 1, 2, and 8 during the Phase IA fieldwork.

Summary of the Shovel Testing

The profile exposed by the excavations of nine shovel test provided a fairly homogenous view of the project area. Due to the intense nature of plowing associated with the farming of sod the majority of the area indicated heavy and repeated plowing. The nature of sod farming also necessitates the removal of a small portion of the plow zone with each “harvest” therefore truncating the plow zone and necessitating more and deeper plowing. The only area that differed from this was the hardwood stand in the eastern portion of the project area. As one headed north the evidence of recent plowing

65 decreased exponentially to the point that the far northern section of the hardwoods appears to have seen very little plowing historically..

Architectural Resources

One previously identified architectural resource lies within or on the boundary of the project area (Figures 16 and 17; Table 3). The circa 1830s Alexander Lee house (053-0892), which has not been evaluated for NHRP eligibility, was identified as Structure 4. Architectural resources identified during the Phase IA fieldwork include an overgrown, corrugated-metal-roofed, wood-frame barn (Structure 1), and the barn and office complex of the sod farm present on the property.

Areas of Cultural Resource Potential within the Study Area

The narrow, poorly drained floodplains along the low-order tributaries of Broad Run appear poorly suited for human habitation during prehistory. In general, floodplain width correlates with site density. Despite the limited archaeological potential of the floodplains in the project area, the probability of encountering prehistoric resources atop the adjacent ridges probably decreases as distance from streams increases.

In eastern Loudoun County, level ground and well-drained soil within 800 feet of water represent major determinants of settlement. Water-powered mills, of course, were partially located in stream bottoms, and upland, interior landforms were used for temporary camps and nineteenth- and twentieth-century farmsteads. The narrow floodplains along the upper reaches of the unnamed steams that drain the project area, however, appear unsuited for prehistoric or historic occupation, and the small streams appear unlikely to generate enough water-power to support mills. The project area can be subdivided, therefore, into a high probability zone that consists of level, well-drained landforms near the unnamed tributaries of Broad Run, an intermediate probability zone that includes the other relatively level, moderately well-drained to well-drained areas located more than 800 feet from a stream, and a low-probability area consisting of poorly drained and steeply sloping landforms. The total study area includes approximately 257.35 acres. The high probability zone includes 43 acres. 137 acres constitute the moderate probability zone. The total area classified as retaining a low potential for archaeological resources equals 77.35 acres.

Conclusions and Recommendations

The project area comprises 257.35 acres of upland terrace, slopes and benches, and poorly drained floodplains along small, low-order streams. If a Phase I survey is required, CRI recommends that the testing be focused on the moderate-to-high probability areas (ca. 180 acres) with a ten percent sample of the low probability areas excavated to assess the validity of the predictive model constructed for the project area.

66

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APPENDIX A: ARCHITECTURAL SITE FORMS

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