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HomeMy WebLinkAbout20081572 Ver 1_Mitigation Bank Proposal_20081015PIEDMONT TRIAD AIRPORT AUTHORITY October 13, 2008 U.S. Army Corps of Engineers, Wilmington District Raleigh Regulatory Field Office 3331 Heritage Trade Dr., Suite 105 Wake Forest, NC 27587 Attention: Mr. Andy Williams 08-1572 D ? i ? ? 2008 L1FNk ,'vT?i}CiN r TER BRAN- Subject: Prospectus for Mitigation Bank at Guilford County Prison Farm for Piedmont Triad International Airport The Piedmont Triad Airport Authority (PTAA, Sponsor) team has prepared this Prospectus pursuant to 33 CFR Part 332.8(d)(2) to summarize information regarding a Mitigation Bank proposed at the Guilford County Prison Farm in order to support informed Interagency Review Team (IRT) comment. The Prospectus is also consistent with North Carolina General Assembly Session Law 2008-152, affecting state mitigation requirements for streams, wetlands, isolated wetlands, buffers and nutrient offset. Preliminary site-specific information and mitigation potential is summarized in the enclosed Conceptual Mitigation Plan. At this time, PTAA is only requesting informal interagency review of the following and enclosed information. Informal agency comments will be addressed in a comprehensive Mitigation Banking Instrument (MBI) and final Mitigation Plan to be developed for public comment and IRT approval. (i) Objectives The objective of the Prison Farm Mitigation Bank is to provide approximately 17,500 linear feet of compensatory stream mitigation, 20 acres of compensatory wetland mitigation, and 65 acres of vegetative buffer (as summarized in the enclosed Conceptual Mitigation Plan) in anticipation of future unavoidable stream, wetland, and buffer impacts at the Piedmont Triad International Airport (PTIA). October 13, 2008 Mr. Andy Williams Page 2 of 4 (ii) Establishment and Operation PTAA will establish and operate the Bank as Sponsor consistent with the approved MBI to be developed in consultation with the IRT consisting of the U.S. Army Corps of Engineers (USACE), the U.S. Environmental Protection Agency (EPA), the U.S. Fish and Wildlife Service (FWS), the North Carolina Wildlife Resources Commission (NCWRC), and the North Carolina Division of Water Quality (NCDWQ). (iii) Proposed Service Area The Geographical Service Area (GSA) is the designated area wherein a bank can reasonably be expected to provide appropriate compensation for impacts to wetland and other aquatic resources. The GSA for this Bank shall include the Haw River Hydrologic Unit (HUC 03030002) within the Cape Fear River Basin in North Carolina. Use of the Bank to compensate for impacts beyond the GSA may be considered by USACE and NCDWQ on a case- by-case basis. (iv) Need and Feasibility Streams and wetlands remaining at PTAA or on adjacent property which are not protected by Conservation Easement may be subject to impact from future (as yet undetermined) projects. Potential impacts will be avoided and minimized to the extent practicable consistent with Clean Water A-t-ecti 404(b)(1) guidelines: - However, PTAA is subject to Federal Aviation Administration (FAA) regulations and cannot always completely avoid jurisdictional areas. Mitigating unavoidable impacts to the jurisdictional waters and wetlands remaining at PTIA is being discouraged on or near the airport per the Memorandum of Agreement (MOA) between the FAA, the U.S. Air Force, USACE, EPA, FWS, and the U.S. Department of Agriculture to Address Aircraft-Wildlife Strikes. On-site mitigation has the potential to attract waterfowl and wildlife, posing a threat to aircraft, per FAA Advisory Circular on Hazardous Wildlife Attractants on or near Airports. At this time there are no Mitigation Banks listed by USACE or listed by NCDWQ serving the Cape Fear River Basin with available credit for HU-03030002 --However, the Little-Alamance Travis/Tickle Creek Local Watershed Plan (Phase III) has identified the Guilford County Prison Farm as a potential site for conservation and restoration. Feasibility for wetland and stream mitigation at the Guilford County Prison farm is discussed in the enclosed Conceptual Mitigation Plan. (v) Ownership and Long-Term Management Guilford County currently owns and operates the Site as the Guilford County Prison Farm. Guilford County will maintain ownership of the property subject to the Mitigation Bank (specific wetland, stream, and buffer restoration, enhancement, creation and/or preservation areas). A October 13, 2008 Mr. Andy Williams Page 3 of 4 Conservation Easement will be dedicated in perpetuity over the Mitigation Bank area. The PTAA team of consultants and contactors will be responsible for maintenance and monitoring until success criteria are met, at which time responsibilities may be transferred to Guilford County or an appropriate conservation entity such as the Piedmont Land Conservancy or the Haw River Trail for long-term management. (vi) Sponsor Qualifications The PTAA team, including Michael Baker Engineering, has developed or is in the process of developing over 100 acres of wetland mitigation, 27,000 linear feet of stream mitigation, and 50 acres of vegetative buffer for unavoidable impacts (USACE Action ID 200021655, DWQ Certification 3428) at PTIA. as follows: PTIA Stream (linear feet) W etland (acres) Mitigation Restoration Preservation Restoration Creation Preservation Status Horse en Creek 6,034 5.2 5.8 Year 2 Brush Creek 200 14,510 7.4 5.3 69.9 Year 1 Cause Farm 7,670 4.0 Year 3 The on-site mitigation areas are the subject of a Conservation Declaration recorded with Guilford County for their perpetual protection. Causey Farm (off-site mitigation) was developed by Restoration Systems specific to PTAA needs. (vii) Suitability and Water Rights The ecological suitability of the Mitigation Bank site for restoration, enhancement, creation, and preservation is documented in the enclosed Conceptual Mitigation Plan. Assurance of appropriate wetland and stream hydrology will be addressed during development of the final Mitigation Plan. October 13, 2008 Mr. Andy Williams Page 4 of 4 We look forward to working closely with the IRT for success of the mitigation bank project and ensuring regulatory compliance at PTIA. Please feel free to contact me or Richard Darling at 919-459-9009 / rdarling@mbakercorp.com with any questions or comments. Sincerely, AIRPORT AUTHORITY of Development RBD/KLT/KJB/NII.E:rbd Enclosure: Conceptual Mitigation Plan cc: Kathy Mathews; EPA Pete Benjamin; FWS Shari Bryant; NCWRC Cyndi Karoly, Eric Kulz, Tammy Hill; NCDWQ-401 Unit Sue Homewood; NCDWQ-WSRO David Grantham; Guilford County Property Manager Richard Darling; Michael Baker Engineering IICary11VOL 1 1 RDATAIProjects1104066WBAProspectus.doc PTAA PEDMONT TRIAD AIRPORT AUTHORITY CONCEPTUAL MITIGATION PLAN GUILFORD COUNTY PRISON FARM ELON, NORTH CAROLINA Prepared by: Oa-ker Michael Baker Engineering Cary, NC October 13, 2008 TABLE OF CONTENTS List of Tables ................................................................................................................................. ii List of Figures ...............................................................................................................................iii 1.0 Introduction .............................................................................................................................1 2.0 Site Description ....................................................................................................................... 2 2.1 Historic Land Use ..............................................................................................................2 2.2 Hydrology ..........................................................................................................................2 2.3 Vegetation ......................................................................................................................... 2 2.4 Geology .............................................................................................................................2 2.5 Soils .................................................................................................................................. 2 3.0 Regulatory Review ..................................................................................................................4 3.1 Surface Water Classification ............................................................................................. 4 3.2 Preliminary Jurisdictional Determination ...........................................................................4 3.3 Stream and Wetland Evaluations ......................................................................................4 3.4 Endangered / Threatened Species ................................................................................... 5 3.5 Cultural Resources ............................................................................................................6 3.6 Floodplain ..........................................................................................................................6 3.7 Potentially Hazardous Environmental Conditions ............................................................. 6 4.0 Mitigation Potential ..................................................................................................................7 4.1 Stream Mitigation Potential ...............................................................................................7 4.2 Wetland Mitigation Potential ..............................................................................................7 4.3 Buffer Restoration and Water Quality BMPs .....................................................................8 5.0 Future Work .......................................................................................................................... .. 9 5.1 Additional Existing Conditions Assessments .................................................................. .. 9 5.2 Reference Assessment ................................................................................................... .. 9 5.3 Stream Restoration Design ............................................................................................. .. 9 5.4 Wetland Restoration Design ........................................................................................... ..9 5.5 Permitting ........................................................................................................................ .. 9 5.6 Final Design and Construction ........................................................................................ 10 5.7 Post-Construction Monitoring .......................................................................................... 10 6.0 References ............................................................................................................................ 12 Figures Photographic Log EDR Basic Environmental Risk Review Agency Correspondence List of Tables Table 1 Jurisdictional Stream Identification and Quality Assessment .................................... 5 Table 2 Jurisdictional Wetland Evaluations ............................................................................5 Table 3 Potential Stream Mitigation Approaches ................................................................... 7 Table 4 Potential Wetland Mitigation Approaches ..................................................................8 Guilford County Prison Farm Conceptual Mitigation Plan Page ii October 13, 2008 List of Figures Figure 1 Project Vicinity Map Figure 2 Surface Waters and Mitigation Location Figure 3 Tickle and Travis Creek Catchments Figure 4 Hydric Soils Figure 5 Mitigation Concepts Guilford County Prison Farm Conceptual Mitigation Plan Page iii October 13, 2008 1.0 Introduction The Guilford County Prison Farm (Site) is located north of Gibsonville and includes portions of Guilford and Alamance Counties (Figure 1). The Site is located in United States Geological Survey (USGS) Hydrologic Unit (HU) 03030002 of the Cape Fear River Basin, on land that is owned by Guilford County. The Site is currently operated by the Guilford County Sheriff's Department as an active farm. The facility is the only currently operational county prison farm in North Carolina and includes a complex of barns, administrative buildings, a rifle range, and minimum security inmate detention areas. The remainder of the site is characterized by cattle pasture, open fields, and isolated hardwood forest stands (Figure 2). Streams and wetlands within the Site have been impacted by the clearing of native forest vegetation, channelization, and cattle access. According to the County Sheriff's Department, the farm maintains a herd of 350 Black Angus cattle. Row crops include corn, hay, soy beans, and wheat. The farm uses liquid fertilizer and pesticides. The County also operates five greenhouses for the development of landscape plants as well as woodworking, ornamental concrete, automotive, and small engine repair shops (Guilford County Sheriffs Office, 2008). The Site includes seven streams: Tickle Creek and one unnamed tributary (UT1) in the northern portion of the property and Travis Creek and four unnamed tributaries (UT2, UT2A, UT2F and UT3) on the southern portion of the property (Figure 2). Tickle Creek and Travis Creek converge outside the project boundary to form a tributary to the Haw River. The Haw River, which flows from northwest to southeast into the Jordan Lake reservoir, ultimately connects with the Cape Fear River. The purpose of this document is to describe the potential mitigation and conceptual design approaches for the Site. Michael Baker Engineering, Inc. (Baker) was contracted by PTAA to assess the Site for restoration feasibility and develop preliminary mitigation concepts. Baker staff assessed streams and wetlands on the Site to determine the overall potential for functional uplift using mitigation approaches. The majority of streams within the agricultural fields and pasture land are unstable and can be characterized as oversized channels that have resulted from bank erosion and channel incision. The bank erosion and down-cutting observed throughout have been exacerbated by a combination of cattle trampling, channelization, and the lack of a consistent riparian buffer. Most of the hydric soils are located adjacent to Tickle and Travis Creek. The straightening and subsequent incision of these channels impacted adjacent wetland hydrology resulting in a discontinuous and reduced acreage of functioning riparian wetlands. These impacted areas may have supported a larger palustrine forested wetland system in the past. The primary goals of the project are to restore, enhance, and preserve stream and wetland functions within the Haw River Basin and to provide mitigation credits for the Piedmont Triad International Airport (PTIA). Examination of the available hydrology and soil data indicate that there is potential for the restoration of a productive stream ecosystem with associated riparian wetlands. Mitigation credit based on restoration, enhancement, and preservation of approximately 17,555 linear feet of stream channel, 20.7 acres of wetlands, and 64.5 acres of associated buffer is described in the following sections. Guilford County Prison Farm Conceptual Mitigation Plan Page 1 October 13, 2008 2.0 Site Description Historic Land Use, Hydrology, Vegetation, Geology, and Soils are summarized in the following subsections. Description of jurisdictional waters of the U.S., including wetlands, was provided to the United States Army Corps of Engineers (USACE) and the North Carolina Department of Environment and Natural Resources (NCDENR) Division of Water Quality (NCDWQ) in correspondence dated September 5 and September 24, 2008. Information provided therein included USACE Routine Wetland Determination Data Forms, USACE Stream Quality Assessment Forms, NCDWQ Wetland Rating Worksheets, NCDWQ Stream Identification Forms, and available maps. 2.1 Historic Land Use According to the Guilford County Sheriff's Department, the Guilford County Prison site opened in 1935. The original dormitory building was built by the inmates, using rocks taken from the surrounding fields. While additional activities have taken place on the Site in recent years (as summarized in Section 1.0), the site remains predominantly utilized for agricultural production. Past activities at the site included swine and tobacco production. Based on the County website, these activities no longer take place at the site (Guilford County Sheriff's Office, 2008). 2.2 Hydrology Streams and wetlands on the Site were altered in the past to promote drainage and increase agricultural production. During conversion of the site, stream systems were channelized to improve drainage which has resulted in the incision of the stream channels and reduction of associated riparian wetland areas. Man-made open water impoundments are located in the north (Pond 1), central (Ponds 2 and 3) and southeastern quadrants (Pond 4) (Figure 2). Tickle Creek, an unnamed tributary (UT1, including an isolated wetland and several riparian wetlands), and Pond 1 are within the Tickle Creek watershed (Figure 3). Travis Creek, UT2, UT2A, UT2F, UT3, associated wetlands, and Ponds 2, 3, and 4 are surface waters in the Travis Creek watershed. 2.3 Vegetation Approximately 85 percent of the Prison Farm Property consists of open agricultural fields. The remaining 15 percent is wooded. The wooded portions of the site consist of a combination of Basic Mesic Forest in the uplands with Piedmont/Mountain Alluvial Forests and Bottomland Forest (Schafale and Weakley, 1990) in the lower areas and floodplains on the site. Most wooded areas lack understory vegetation due to extensive livestock use. 2.4 Geology The underlying geology of the project area is divided into two distinct geological units within the Carolina Slate Belt geologic formation. According to the Geologic Map of North Carolina, the northern half consists of Granitic Rock (CZg) and the southern half consists of Gabbro and Diorite (PzZg) (North Carolina Geological Survey [NCGS], 1998). The hydrophysiographic region is characterized by broad, rolling, interstream divides across variable steep slopes along well-defined drainage ways and receives moderately high rainfall with precipitation averaging 41 inches per year (Natural Resources Conservation Service [NRCS], 1977). 2.5 Soils Approximately 49 acres on the subject property are mapped with hydric "A" soils according to the Guilford and Alamance County Soil Surveys (Figure 4). Wehadkee silt loam (Wh) is the Guilford County Prison Farm Conceptual Mitigation Plan Page 2 October 13, 2008 primary hydric soil on the Guilford County part of the site, with smaller areas of Chewacla and Congaree soils that may have inclusions of Wehadkee. Hydric soils on the Alamance County part are made up of Worsham and mixed alluvial soil types. Hydric soils are mapped primarily along the Tickle and Travis Creek riparian zones and less extensively along sections of UT2 and UT3. Additional soil types likely to occur within the proposed project easement are Coronaca, Enon, Helena, and Mecklenburg (NRCS, 1960, 1977). Guilford County Prison Farm Conceptual Mitigation Plan Page 3 October 13, 2008 3.0 Regulatory Review Surface Water Classification, Preliminary Jurisdictional Determination, Stream and Wetland Evaluations, Endangered / Threatened Species, Cultural Resources, Floodplain, and Potentially Hazardous Environmental Conditions are discussed relative to potential ecological restoration of the Site in the following sections. 3.1 Surface Water Classification The NCDWQ designates surface water classifications for water bodies such as streams, rivers, and lakes, which define the best uses to be protected within these waters (e.g., swimming, fishing, and drinking water supply). These classifications carry with them an associated set of water quality standards to protect those uses. All surface waters in North Carolina must at least meet the standards for Class C (fishable/swimmable) waters. The other primary classifications provide additional levels of protection for primary water contact recreation (Class B) and drinking water supplies (WS). Class C waters are protected for secondary recreation, fishing, wildlife, fish, and aquatic life propagation and survival, agriculture and other suitable uses. Surface water classifications and their associated protection rules may also be designed to protect the free flowing nature of a stream or other special characteristics. From their upstream sources to the reach confluences, both Tickle Creek and Travis Creek are classified as "C" waters, indicating that the streams and tributaries are considered to support aquatic life and secondary recreational uses. These waters also have a nutrient sensitive waters (NSW) supplemental classification, meaning that such waters require additional nutrient management and are subject to excessive growth of microscopic or macroscopic vegetation (NCDENR, 2006). 3.2 Preliminary Jurisdictional Determination A "Preliminary Jurisdictional Determination" was completed for potential jurisdictional waters at the subject site based on recent USACE guidance. Jurisdictional waters were determined based on field identification of Ordinary High Water Mark (OHWM) on traditional navigable waters (TNW) and non-navigable tributaries of TNW that are relatively permanent waters (RPW). According to recent NCDWQ guidance, intermittent and perennial streams in the Piedmont are likely RPW and headwater wetlands in the Piedmont likely have a significant nexus to TNW. Field verification of preliminary jurisdictional stream and wetland determinations was completed on September 10, 2008 with representatives from USACE (Andrew Williams and John Thomas). Figure 2 depicts the jurisdictional waters delineated within the site. 3.3 Stream and Wetland Evaluations Baker staff assessed streams within the property to determine their status and suitability for restoration. In accordance with USACE guidance, physical, stability, habitat, and biology channel characteristics were scored to assist in determining potential for stream channel preservation, restoration, or enhancement. The USACE "Stream Quality Assessment Worksheet" was completed to document existing stream quality and aquatic importance. NCDWQ methods were used to document the status of stream channels located within the subject site. In accordance with NCDWQ guidance, the stream channel assessment was used to identify and score geomorphic, hydrological, and biological features that distinguish between ephemeral, intermittent, and perennial streams. NCDWQ's "Stream Identification Form" was completed to document stream channel origins. Guilford County Prison Farm Conceptual Mitigation Plan Page 4 October 13, 2008 NCDWQ methods were also used to determine the status of freshwater wetland types located within the subject site. In accordance with NCDWQ guidance, the wetland evaluation rated the values of wetlands based on ability and opportunity to perform water storage, stabilization, pollutant removal, wildlife habitat, aquatic life value, and recreation/education functions. NCDWQ's "Wetland Rating Worksheet" was completed to document wetland values. A field review of stream and wetland mitigation potential was completed on September 18, 2008 with Eric Kulz from NCDWQ. Table 1 summarizes stream determinations relevant to the conceptual mitigation plan. Table 2 summarizes the wetland evaluations. Table 1 Jurisdictional Stream Identification and Quality Assessment Stream Reach Length feet Drainage Area (square miles NCDWQ ID Score/69.5 USACE SQA Score/100 Tickle Creek 3,257 2.1 36.5 58.5 UT1 (intermittent) 665 0.2* 27 27 - 38 UT1 1,701 0.4 34 42.5 Travis Creek 2,496 1.95 34 43.25 UT2A(intermittent) 279 1.0* 19.75 34.5 UT2 6,461 1.5 40.75 - 44 52.25 - 67 UT217 1,205 0.06 39.25 63.5 UT3 (intermittent) 722 0.2 23 60.5 Total: 16,786 6.21 *included in perennial drainage area Table 2 Jurisdictional Wetland Evaluations Wetland Size Preliminary Jurisdictional NCDWQ Rating Location acres Delineation Identification Score/100 Tickle Creek 1 52 W4,W4A,W4B,W4C,W4D, 30 - 31 . W5,W5B,W5C,W5D,W5E UT1 0.62 W1B,W1C,W1D,W1E,W1F, 17.5-25 W2,W3 Travis Creek 1.36 W11,W11B 36 UT2 1.42 W6,W6A,W12 39 - 47 UT3 1.46 W8 79 Total: 6.38 3.4 Endangered / Threatened Species Baker conducted a search of the North Carolina Natural Heritage Database on September 5, 2008 and ascertained that a population of small-whorled pogonia (Isotria medeoloides), a federally protected plant species, is located within two miles of the project study area. On September 9, 2008, Dale Suiter of the United States Fish and Wildlife Service (FWS) provided information on the location and status of this population that indicated the proposed project would have no direct impact on this species. The North Carolina Wildlife Resources Commission (NCWRC) and FWS were requested to provide input regarding the potential for federally endangered and state listed species to be impacted by potential mitigation construction (correspondence attached). Baker indicated that field reviews for small-whorled pogonia would be conducted in forested areas to be conserved. Baker also noted that excluding cattle from Guilford County Prison Farm Conceptual Mitigation Plan Page 5 October 13, 2008 forested areas would create additional suitable habitat for the species. Written response from FWS or NCWRC has not yet been received. 3.5 Cultural Resources The North Carolina Historical Preservation Office (HPO) and the Office of State Archaeology (OSA) were contacted regarding possible affects to potential historical artifacts that may be impacted by potential mitigation construction. HPO responded in a letter of July 21, 2008, that there were no known historic resources that would be affected by the project (correspondence attached). No reply was received from OSA prior to the completion of this report. 3.6 Floodplain Since the restoration plan proposes to change streambed elevations on sections of channels currently mapped within the 100-year floodplain, additional hydraulic and hydrologic studies will likely be required by the Federal Emergency Management Agency (FEMA) and will likely include development of a Conditional Letter of Map Revision (CLOMR) and/or Letter of Map Revision (LOMR). 3.7 Potentially Hazardous Environmental Conditions A Transaction Screening Report was requested from Environmental Data Resources (EDR) on September 9, 2008 in order to evaluate environmental risk levels of the property and its surroundings. The report summarizes available records from Federal, State, and local sources for hazardous materials, underground storage tanks, brownfields, etc. The environmental risk level of the Prison Farm site was reported as "Elevated Risk". This is because it is a county- owned facility, not for any listed hazardous materials sites or releases, as the included report indicates. Therefore, based on a review of the EDR report, there appear to be no known hazardous condition issues associated with the proposed project. Guilford County Prison Farm Conceptual Mitigation Plan Page 6 October 13, 2008 4.0 Mitigation Potential Stream Mitigation Potential, Wetland Mitigation Potential, and Buffer Restoration and Water Quality BMPs are summarized in the following text. 4.1 Stream Mitigation Potential Stream mitigation potential is available on all on-site stream reaches. Stream restoration, enhancement, and preservation techniques are proposed based on stream condition and replacement of lost functions. Stream restoration will focus on reconnecting the streams with their adjacent floodplains. This will be accomplished through raising channelized stream segments to reconnect to the historic adjacent floodplains (Rosgen Priority I approach) or through constructing bankfull benches at a lower elevation (Rosgen Priority II approach). Proposed stream mitigation approaches are depicted in Figure 5, and are summarized in Table 3. Table 3 Potential Stream Mitigation Approaches Stream Reach Mitigation Approach Length feet Credit Ratio :1 Potential Credit Restoration 1,500 1 1,500 Tickle Creek Enhancement 1 965 1.2 804 Preservation 690 4 173 Restoration 2,500 1 2,500 UT1 Enhancement II 275 2 138 Restoration 2,600 1 2,600 Travis Creek Enhancement II 345 2 173 Restoration 3,880 1 3,880 UT2 Enhancement 11 2,875 2 1,438 UT2F Preservation 1,205 4 301 UT3 Preservation 720 4 180 Restoration 10,480 10,480 Enhancement 1 965 804 Subtotals: Enhancement II 3,495 1,749 Preservation 2,615 654 Total: 17,555 13,687 4.2 Wetland Mitigation Potential Wetland restoration potential exists in areas where hydric soils are adjacent to stream reaches proposed for Priority I restoration. Streams in these areas can be reconnected to the historic floodplain which would allow currently drained adjacent riparian areas to be restored to functional wetlands. Wetland mitigation areas are depicted in Figure 5, and are summarized in Table 4. Guilford County Prison Farm Conceptual Mitigation Plan Page 7 October 13, 2008 Table 4 Potential Wetland Mitigation Approaches Wetland Location Mitigation Approach Area acres Credit Ratio :1 Potential Credit Tickle Creek Restoration 4.15 1 4.15 Enhancement 1.52 2 0.76 UT1 Enhancement 0.62 2 0.31 Travis Creek Restoration 10.19 1 10.19 Enhancement 1.36 2 0.68 UT2 Enhancement 1.42 2 0.71 UT3 Preservation 1.46 5 0.29 Restoration 14.34 14.34 Subtotals: Enhancement 4.92 2.46 Preservation 1.46 0.29 Total: 20.72 17.09 Estimates of wetland mitigation potential are based on a preliminary evaluation of on-site soils and existing jurisdictional areas, and should therefore be considered preliminary. Formal soil delineations outside of the existing jurisdictional areas will be completed during the design phase of the project. 4.3 Buffer Restoration and Water Quality BMPs A minimum 50-foot riparian buffer will be restored, enhanced, or preserved along stream and wetland areas on the property and protected through a perpetual conservation easement. The majority of restoration activities will occur along stream reaches that are currently devoid of woody vegetation. Riparian areas lacking woody vegetation will be considered restoration (Tickle Creek, UT1, Travis Creek, and UT2). Wetland restoration is proposed along Tickle and Travis Creeks. Along these reaches a 50-foot buffer will be planted on the uplands outside the wetland restoration area. Riparian buffer enhancement areas will be located in the wooded riparian reaches that have been impacted by cattle access (Tickle Creek and UT2). Buffer preservation will occur in wooded areas on the property that have not been severely impacted by cattle (UT2F and UT3). It may be possible to apply buffer credits from this site in the future if buffer rules were to be developed for the Cape Fear River Basin or Lake Jordan Watershed. Proposed buffer areas are depicted in Figure 5. Water Quality Best Management Practices (BMPs) could be constructed along ephemeral channels and linear wetlands entering the conservation easement. These BMPs include level spreaders and filter strips that serve to filter sediment and pollutants from adjacent agricultural fields before entering the restored stream and wetland systems. The buffered areas in excess of 50 lateral feet, in combination with the proposed water quality BMPs, may allow for better ratios used to calculate mitigation credits for the site, or could be credited as direct nutrient off- sets. Guilford County Prison Farm Conceptual Mitigation Plan Page 8 October 13, 2008 5.0 Future Work The sections that follow describe the proposed work that will be conducted to develop and implement the site restoration plan and Mitigation Banking Instrument. 5.1 Additional Existing Conditions Assessments In addition to the previously completed studies, formal stream surveys, stream classifications, bedload material collection and analyses (where appropriate), riparian vegetation summaries, and existing condition hydrologic monitoring will take place to fully document the pre-restoration condition of the Prison Farm site. Detailed topographic information for the site will also be developed to form the basis for design plans. 5.2 Reference Assessment A search for on-site or off-site reference reaches and reference wetlands will be conducted and will be used to aid in the development of design approaches, design criteria, and success criteria for the Prison Farm site. If an appropriate reference stream reach is not identified, a combination of stable reference cross-sections, past project experience, published NC regional curves, and reference reach database values will be used to develop an appropriate design approach. 5.3 Stream Restoration Design Stream system designs will be developed for each identified stream feature on the site. Restoration will focus on the return of appropriate functions. It is likely that design approaches will include restoration on stream reaches within the agricultural fields and enhancement along some of the wooded stream segments. Some of the stream reaches are within the 100-year flood zone, therefore additional hydraulic and hydrologic analyses will likely be required by FEMA to determine potential changes in the mapped flood zone as a result of changes to the stream bed elevations. This analysis will also consider the potential for off-site hydrologic trespass issues. Coordination with the North Carolina Floodplain Mapping Program Manager, in the form of a CLOMR prior to restoration, and LOMR after restoration construction is completed, will likely be required to ensure regulatory approval. Data from the existing condition and reference site surveys will be used to develop a vegetation plan for the riparian areas of the site. The plan will include vegetation planting lists that vary by restoration community, anticipated wetness conditions, and soils. 5.4 Wetland Restoration Design Hydrologic modeling will be performed to assess the current hydrology of the site, and to determine appropriate wetland restoration practices. Model simulations will be conducted at representative locations across the restoration site. Groundwater monitoring data will be used to calibrate the models to ensure the most accurate simulation results. A detailed water budget for the site, pre- and post-restoration, will be prepared to meet regulatory agency requirements. The water balance will summarize the average values of water inputs and outputs to the system, including precipitation, evapotranspiration, drainage, seepage, and surface runoff. 5.5 Permitting Regulatory approval will be required for the proposed stream and wetland mitigation activities. It is anticipated that development of a Mitigation Banking Instrument will be required. NCDWQ Guilford County Prison Farm Conceptual Mitigation Plan Page 9 October 13, 2008 Section 401 Water Quality Certification, USACE Section 404 permitting, and North Carolina Division of Land Quality (NCDLQ) Sediment and Erosion Control Permitting will be addressed near the completion of the site design process. 5.6 Final Design and Construction Preliminary (40 percent) designs will be developed that include plan sheets and a draft Mitigation Plan Report. The plan sheets will include a title sheet, detail sheets, a preliminary stream alignment with structures, wetland restoration boundaries and types, and a vegetation planting plan. These designs will be revised as needed and a 90 percent design will be developed for final regulatory approval. Based on agreements with regulatory agencies, final (100 percent) designs will be developed that include special provisions and project notes, details for any proposed structures, typical cross-section details for each design reach, a final construction sequence, stream channel and valley alignments with stationing, locations and elevations for in-stream structures, a grading plan, design profiles, vegetation planting plan for buffer and streambank areas, and erosion control practices. Upon completion of construction, "as-built" plan sheets will be developed to document the as- built condition and establish a baseline for future monitoring. 5.7 Post-Construction Monitoring Periodic monitoring is necessary to ensure that the restored streams and wetlands are functioning as designed and to document success criteria. These efforts will include installation and data collection of rain gages and groundwater wells, stream flow monitoring, periodic photographic documentation at stationed cross-sections, vegetation monitoring, and stream profile evaluations. Efforts will last a minimum of five years, or until success criteria have been successfully documented. One automated and one manual rain gage will be installed on the site after restoration has been completed. The gages will be installed in an open area, a minimum of 100 feet from any tall tree or buildings. Data will be used in conjunction with data from nearby automated weather stations to determine rainfall during the monitoring period. Groundwater monitoring wells originally installed to document pre-restoration conditions will be re-installed across the project site to document post-restoration water table and stream flow data. Data from these wells will be downloaded monthly during the growing season and every sixty days during the dormant season. Downloaded data will be evaluated in the field to determine if any maintenance to the loggers is required. These data will determine if the water table at the Site has been managed sufficiently to restore wetland conditions. Photographs will be taken periodically throughout the monitoring year to visually document hydrologic conditions, stability, vegetation growth, and the evolution of the restoration site. Permanent photo point locations will be established and marked to facilitate photographs being taken at the same locations each year monitoring is taking place. Vegetation monitoring plots will be established over 2 percent of the restoration areas. Individual plots will be approximately 43 feet by 203 feet in size (approximately 0.2 acre). Plots will be located to represent a range of conditions across the restoration site. Immediately after planting has occurred, planted stems within vegetation plots will be flagged and counted. Each year after restoration and prior to leaf fall in autumn, vegetation plots will be sampled. All living stems of woody vegetation within each plot will be identified and counted, including planted stems and colonized species. General observations will be made during sampling to describe the survivability of stems outside the vegetation monitoring plots, and other vegetation planted Guilford County Prison Farm Conceptual Mitigation Plan Page 10 October 13, 2008 across the site (live stakes, transplants, permanent seeding, etc.). This will ensure that an adequate riparian buffer is installed at the site. The performance of the site will be summarized in yearly monitoring reports. Reports will include the data collected during the monitoring year, comparison to data from past years and reference locations, and assessments of whether the site is on trajectory for meeting defined success criteria. Guilford County Prison Farm Conceptual Mitigation Plan Page 11 October 13, 2008 6.0 References Guilford County Sheriff's Office. 2008. Prison Farm. Guilford County Sheriff's Office web page. Viewed on September 16, 2008: http://gclxweb01.co.quilford.nc.us/depts/law/content/ view/111 /140/. Natural Resource Conservation Service. 1960. Soil Survey of Alamance County, North Carolina. U.S. Department of Agriculture, Washington, DC. Natural Resource Conservation Service. 1977. Soil Survey of Guilford County, North Carolina. U.S. Department of Agriculture, Washington, DC. North Carolina Department of Environment and Natural Resources. 2006. Summary of Existing Water Quality Data for Little Alamance Creek, Travis Creek, and Tickle Creek, Guilford and Alamance Counties, North Carolina. NCDENR Division of Water Quality, Raleigh, NC. North Carolina Geological Survey. 1998. Geologic Map of North Carolina. North Carolina Geological Survey, Raleigh, NC. Website cited September 29, 2008, http://www.geology.enr.state.nc.us/usqs/geomap.htm Rosgen, D. L. 1994. A Classification of Natural Rivers. Catena 22:169-199. Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of North Carolina, Third Approximation. North Carolina Natural Heritage Program, Division of Parks. Guilford County Prison Farm Conceptual Mitigation Plan Page 12 October 13, 2008 Figures Figure 1 Project Vicinity Map Figure 2 Surface Waters and Mitigation Location Figure 3 Tickle and Travis Creek Catchments Figure 4 Hydric Soils Figure 5 Mitigation Concepts Guilford County Prison Farm Conceptual Mitigation Plan October 8, 2008 Legend Prison Farm Property Boundary Creek !?-'R'ver I Guilford and Alamance Counties -1 1 A 03030002 Michael Baker Engineering, Inc. Project Location B Regency Parkway Suite No Cary.. - carollna 21518 Phone 919.G 3 8 Y' r Fax: 919 <63 590 Figure 1. Project Vicinity Map PTIA Prison Farm Mitigation Site lit `- 0 0.5 1 1.5 Miles MGLegend Proposed Easement [:]Prison Farm Property Boundary 1 ---- Existing Ephemeral Channels - t — Existing Intermittent Channels �► , e•` J — Existing Perennial Channels +` '04. t~l� Jurisdictional Wetlands �� ` • UT1 'I l Pond 1 Tickle Creek .. imftn; f� F • Po31 Pond 2 y ; UT2 U T2A� /` •�e � ` 1.•113 � � -mss, ..�_L Pond 4 -_ UT2 UT2F i UT3 Travis Creek j Figure 2 9009N•9vcyP•M1 •y 0 500 1,000 2,000 Aerial Photo - Cary N0111 C..d 27518 P—t 919.8151E8 Feet PTIA Prison Farm Fa 919.915.90 Mitigation Site ',?•_ ? .?, yi 11•'.li l1 5? -f •, , "_ _ --. .Y. - Ji r. ; _-; \r%: I? -_--- J,?, =?': :l ?.-?•,?-_?. '•If ' 'n:;_}. _ r?[•r?.7 ? l •?': -c.?:,'-'V=t,??:?1'rN6??.'.?""i?'°?! -i ?J ,Z?, :?` l :?" „I ?` .?^i N• `--_ ^, 4'.`,,cr,?- f'?.;F' '?% ?J. _ ??'-f`. :l?,i;; '".'? 1 }r(f[: -- - ``33ii]]?? 1. - :.?,t?l'. __ ' ?n r' ,I??-'.?- ;'{ =' 1 f ,:,`?i?,.^••-' ?i r `h N V., ( bS:.- l a%: - r%' - '.?i ?'. '~ • i,ti' `I?F: It - _ `.7 ffi a,Y ti .. A?`h.'.''1: 1 '? .'I''Jf ?;'?15. 'i' •` I .J?''??.-"' , 1 I - ?t?•?• ,.''c:`,:? , u •'I.}t:rt?->.T,r?`'?t`'%,'?'?l'.' '.i' '?, - ?_r` •?='1-• _ ? .1/_tl`_,?ti. r I,iI?'i'? -b?" .t" ,s zal % ?ls:i ,}_c'n';•?I• tf .3a,_ rf' 'll Y;'?4!'j ?`' :i? fr ,l.?fr;:__ +r: 'I `?- t. ''.•'[?.?'? t f `?....: -•I %'k8.-'"?.. r, l:,if'`4_; '•`.:=j7:?".•:` Jr? _ ,, -f as>,t `` l -'?--r.'_ I r/_?J. ??''/_ .I .,t'om'.'•iR,r .?k Z -4 jVi} _ ?''E J ! ,?',,. `.' ?'}- :1' '1 f Ir' `?', ,•+r` ! V ''? 1 .?< 1r +•e+c -,??. t . rte:.-x f I. '( - r 7 jaw tin - 'r.,' . •;,? y!!" , , 1 „' J f 'Cr`^??`I r _? ?f '?'i?_'?I:''?\_:J,s'?i; '+ ;`ii,. -rtt?l - ?',i°:? I •4 ,• rj'•1' ?+??ii /_r 1 ?'?,?;?,, _ - `? - ?':`; ,1r:M,i.. ?-- JS i ? I ' ? 1(? ? i ,i • ? ''r?'?t`?,, ?. ; { • 1 (i;Y ? 1 }., "{,}, • I {.9.? 4•', r , ,'14'. tr ?. ,;, iy?ejj, _ ..,4 _ .. •.c. -_ a, ;7• - . ,+'' I' ` _ S ',lrt, c'" ?•• ,?:„ '^v-• ?;'s4 . ;.!r?1.J.'r l' tt`} t,`_?. `•ti?:' ?- - _G:,+n--^? ") •`. 'f _ ?' ?J , r?T _ I ?fil`4 ;'}?. If tI -•-?? .- •r`.;`.-:,+.ti?.+?ti,- 1+?a.,? J„'? 4? ,;'•` .>_ _ is `: 1? ` 1 -':?; 1`?`?`,? ?_'r` -'i • ``'i `iZ j._ ':d, I' - _ , I ??:' f ?2•j. ' .?'r ' :,1 I - J4, ,I.S ,?' •?.. / .rJ'? ,I Ali '?...5` _ ?r., :•°`d.= ?.?.'... ??•5 II •?•j.o,;Sr, 1. .1' - -i• ,"' _ _.-;?.. .5. !_..? `* `ti _ _r?•ti?'-?4?' _ .?\`li: 1,,?-ti,.?,.?..--?•?` ?'•'11 r ?'?.t,?6il 1, I ?`-.?< 'r V •r __ ? )'?, l f? ?, ??p '. _ •' S ^,f ??-K r.'?I•r' '`:? iS?.TII?' '•j `??>rlr r??? ? J??, ?' I ?- I.P`'1tf.. +ss?}?i•??., ' w.: : tl i? + ? ,' J, f' ( ! ^.. Ca ? - _ ~ ti? , 1J ? '-1, • -'?,'.? w I i, !+I ? i, r-,' i h' ,1 ly _ /. ??,.< ~' e --11''•1 / ???? } > ? ' l ,' , 'i. t.!` !'- !?'/-t`. -. ,,, - .- ''s._ :o'?•• ` - ?•'' ,a, ?! ?+ IE.?1,? J, i''....+' f'.??•} :p,.: - ?°?Fr'??j -? '\.` q,. LL?? It.;xa f?,?. ?; ?{;:.?- `?t?).Y? '.,;?_'f'',l ? t `•? ii .?!'? ? ,.l',''', i' _ '\ "' '1 'I A.' 114:-`?,j:o.3., i1?'!. ti 1 ?' lam, 5. u Y r ?'[ . - a l , ti \ ?l -'_.r ~IJfy', - , I e j r ?`. I } . J 6.?.!'•J,'' - / C "1[ f ^ ''.. ((?• •'"•?^' r? j , ,? l 1,77 % 4,05 vl? `•V?'?.` f {,ice } I...?' I ?T? 9 Its y I " , ,?IJK 1 - M?, _•' , I, r. ?,r,!'? - •. X..-- sy', I? ..J` I, 55 1. n.tr. a? t _ .11 1 (:. '''? . fT T Y?.,1 % •??? _ ..P''?"1.,t4;1 _ ?' 1 JI ;II, .'e`er Kill '? ;i.J , ,? ,!.? ,'? ' ?:. IJ ?i ,=. ' - i i -?4"-"'?-- y,?;• • Legend Prison Farm Property Boundary Oi?Y--t__-::?tirt' Drainage Area ?f,°'f al? 4t r 14 , ' I r f l•'' Tickle Creek \ IX Travis Creek UT1 'I yri,l _, r? dl..?• !7.-jr".,i' e4. 1 I ' I? , /- • tE: f "'? 71 •.r? ?l UT2 UT2F UT3 a lL ppt .K? 'r .1' 14., -...1 ,.S:a? r b?• ?3s'bu:s -- _i ..._'?r`i l Michael Baker Engineering, Inc. Figure 3 0 0.25 0.5 1 Cery.NOohCardinaDB,9 USGS Topographic Map Pf.one 919463.5488 Miles PTIA Prison Farm - {.. _._ Fax: 919.463.5499 Mitigation Site Legend - A..._, I N 6 Proposed Easement E ,•. Prison Farm Property Boundary —Streams iL j•••�� � i T L--� County Boundary .• � Alamance County Soils rq1<y . HbC - Helena Coarse Sandy Loam (6-10% Slopes)` Mb62 .'� 2 . HbC2 -Helena Coarse Sandy Loam (6-10% Slopes -eroded) ■ MbC2 - Mecklenburg Loam (6-10% slopes - eroded) -1,rq i Mc - Mixed Alluvial (Hydric)! T1 ■ Wd - Worsham (Hydric) 92 Q Guilford County Soils I t ■ Ch - Chewaca Sandy Loam (Hydric inclusions) - Tickle Creeks En8 .+,. F7 Co - Congaree Loam (Hydric Inclusions) CrB ■ CrC - Coronaca Clay Loam (6-10% slopes) a . EnC -Enon Fine Sandy Loam (6-10% slopes) �. ■ EnD - Enon Fine Sandy Loam (10-15% slopes) C Wh _ •i . MhC2 . Mecklenburg Clay Loam (6-10% slopes) W -Water C2 CrC MhC2 F7 Wh - Wehadkee Silt Loam (Hydric) f01h�2 A Mh62 j Ch I i IB EnB UT2 rl� , UT2A .. 1 I wMh �r r CrB �� - •k CCS VVh EnB �I MhC2 � i�. • EnC T a... 7 ): �I EnB UT2F Ati V CrB _ . ., UT2 Ilk 4 X ti c6 UT3 Travis Creek' �.._' I _LMhB2 . i 'ti HbB2 -"11 2 VbC3 Idg� Mc \ hB ' Ce62 bC Mc Wh B - -� rr tbB I ' I I ►,;ch..r e,+w. Engmeannq. Inc Figure 4 1.200 0 500 1,000 2,000 . Soils Map 919�� Feet F. q,a.s3s.ao Prison Farm Mitigaton Site nk ip Legend ¢ — Proposed Streams Proposed Easement A Prison Farm Property Boundary' Wetland Enhancement r�OL ), .11LUT1 j Wetland Preservation 1 Wetland Restoration 4'� y ••+ a Stream Enhancement I Stream Enhancement II !•• Tickle Creek ® Stream Preservation �• ® Stream Restoration !a,r., Water Quality BMP — Open Waters t UT2A ' UT2 • .i' i Y . 4 • UT2F UT3 I[Travis Creek A4 Michael 9aker Engineering, Inc. Figure rJ S-2ooe^ P• e 0 500 1,000 2,000 Conceptual Mitigation Plan ,eeW0 z� Pt-91943ro 81;58 PTIA Prison Farm Phase. 919403.90 Feet Fax: 919683.5490 Mitigation Site Photographic Log Guilford County Prison Farm Conceptual Mitigation Plan October 8, 2008 Tickle Creek Photo Log J •, Existing jurisdictional wetland area near upstream nortion of reach o _Fw ? '4 lip, Severely degraded/ trampled banks from cattle wallowing further downstream Looking upstream at undisturbed area adjacent to property boundary Looking upstream at disturbed cattle wallow area immediately within property boundary Severely degraded banks and existing jurisdictional wetland area Severely degraded/ trampled banks from cattle wallowing Tickle Creek Photo Log ? x n y• p ? 04 Looking upstream at existing jurisdictional wetland area near middle portion of reach Looking downstream at proposed enhancement area upstream of confluence with UT 1 Looking upstream at degraded banks within wooded area Severely degraded/incised channel with extreme bank erosion within wooded area Looking downstream at degraded/ trampled banks Travis Creek Photo Log yam. d 0 Looking downstream at culvert crossing near beginning of reach 441 w Irv S ¢. ?,xv a . r .r,• .?a?' ;fir ,1 , ,i ?,?{j ?• -. • 'r i+.•t r }S Looking upstream at culvert crossing near beginning of reach I t. . r^ y?y{y?' ? Y ?,f V.eh ~ j4B..?.... • ?? 1µ Looking downstream at severely degraded banks lacking riparian buffer vegetation ru?. 441- r c? rte. Looking downstream at severely degraded banks lacking riparian buffer vegetation .p Looking at ford crossing and jurisdictional wetland area Looking at backwater effects from man-made ford crossing Travis Creek Photo Log Looking downstream at bottom of reach near proposed Looking at bedrock grade control feature before end of stream enhancement area reach near wooded area Looking at end of reach near woodline UT1 Photo Log AA•)a. t ;Y k ? Looking at jurisdictional wetland area along right bank near middle portion of reach M 4 ? f a ?; a yv?f A i ry 1 ' c Looking at jurisdictional wetland area near upstream portion of reach Looking at culvert crossing near beginning of reach Looking downstream at severe channel incision and Looking at isolated wetland enhancement area Looking at high bank erosion and abandoned terrace caused from severe channel incision UT1 Photo Log ? .4 t ? Looking at jurisdictional wetland area along right bank before downstream wooded section I?ri ;Yz? - w T$aw Sy'.¢a ¦ 'l ?F '.1 S 4 ?Y 1 W-4, ?.?.! t•?r '. Looking at minimal riparian buffer vegetation near bottom portion of reach 711. yy ? , ?- / tg r t Looking at ford crossing near bottom portion of reach Looking downstream at confluence with Tickle Creek before the woodline within wooded area Looking downstream at existing drainage ditch before pond area Looking at perennial flow and substrate material UT2 Photo Log WIW t s `rt r ? w r Looking downstream at Pond 2 outlet pipe `irk • ! ?, f? ? ?J ? i f 1 Looking at Pond 2 spillway intake x'74 '13r ? ?R?x "+0 n!![' _ Ve.. ;k r .' Looking at Pond 2 near beginning of reach Looking at Pond 2 near beginning of reach i ? y a T J5 yd b?i ?# '"i. n i.s' ',x t.°t=tt ? r?-zo'Y ?•,"+ a;r?'.Ff? Looking upstream at Pond 2 outlet pipe Looking at Pond 2 spillway outlet pipe UT2 Photo Log W i 11? r&!- ` e a Wz- Looking at minimal riparian buffer vegetation and high bank erosion near beginning of reach Y", Looking at poor channel definition and lack of Looking at minimal riparian buffer along channel bedform features _ ?+x :..tea ?. Looking at poor bank stability and high erosion rates Looking downstream at poor channel definition and lack of riparian buffer vegetation Looking at cattle crossing near middle portion of reach before the gravel road UT2 Photo Log . 4 41, .. :'30'. ?: !':` i? ?' a 1 H`` ...u" .' t???s y.._ B?A..a. mss'. alt .r ?Y`!ij Looking downstream at culvert crossing near the gravel road -Of A ilk-- J ,a Looking upstream at existing channel from gravel road r_ R Looking at jurisdictional wetland area downstream from gravel road crossing Looking downstream at severe bank erosion/scour due to high flows from culverts Looking downstream at overly wide channel with degraded banks lacking riparian buffer vegetation t . Looking at trampled banks before wooded area along property boundary UT2 Photo Log ? a ?' Tr t -• Y y7 ,T "t-? YliS day ..'r Looking downstream at proposed water quality BMP area 'low " Looking at downstream section within the wooded area along the property boundary Looking downstream at proposed stream enhancement area within wooded section Looking at cattle crossing and degraded channel Looking downstream at existing bedrock features Looking upstream at UT2F preservation area EDR Basic Environmental Risk Review Guilford County Prison Farm Conceptual Mitigation Plan October 8, 2008 EDR LoanCheck® Basic: Environmental Risk Review September 10, 2008 Property Name 440 Wheelers Farms Road Milford, CT 06460 GILFORD COUNTY PRISON FARM Phone: 800-352-0050 CEDRD ?wfro mental Data Resources Inc 7315 HOWERTON ROAD Fax:800-231-6802 ELON, NC 27244 Web:www.edrnet.com ENVIRONMENTAL RISK LEVEL To help evaluate environmental risk, the EDR LoanChecOBasic provides an Environmental Risk Level, based on a search of current government records requested to be searched by Michael Baker Engineering, Inc.. F-X] ELEVATED RISK Based on the records found in this report, the environmental risk level for this property is elevated. LOW RISK Based on the records found in this report, the environmental risk level for this property is minimal. User Instructions For more information regarding this Environmental Risk Level, please refer to page 2 and other supporting reports. User Comments Reports and Databases The following reports an/or databases were requested by customer and were included in the Environmental Risk Level where available: • EDR Radius Map Report 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 ro ertyof their respective owners. 02314210.1r Page 1 EDR LoanCheck® Basic: Environmental Risk Review FINDINGS CONTRIBUTING TO THE ENVIRONMENTAL RISK LEVEL The environmental ELEVATED RISK is based upon the findings listed below. For additional detail, click on the records marked with "Detail" to turn to the corresponding page. To return to this page, press Alt + Left Arrow on your keyboard. TARGET PROPERTY Current Govt. Records Address Data Source Distance GUILFORD COUNTY PRISON ------- no data ------------------------------ FINDS ------------------------- P.______________.Detail pg.3 FARM EDR Proprietary Records No records identified (if any) were determined to be of elevated risk. SURROUNDING PROPERTIES Current Govt. Records No records identified (if any) were determined to be of elevated risk. EDR Proprietary Records No records identified (if any) were determined to be of elevated risk. 02314210.1r Page 2 Map ID EDR LoanCheck Basic Environmental Risk Review Direction Distance Distance (ft.) EDR ID Number Elevation Site Database(s) EPA ID Number 1 GUILFORD COUNTY PRISON FARM Target Property ELON, NC 27244 FINDS: Other Pertinent Environmental Activity Identified at Site Actual: 661 ft. NC-FITS (North Carolina - Facility Identification Template For States) is North Carolina Department of Environment and Natural Resources' (NCDENR) Facility Identification Template for States that provides a common facility identifier in order to improve accessibility to comprehensive information about environmental regulated entities in the state of North Carolina. FINDS 1009654719 110027392417 02314210.1 r Page 3 EDR LoanCheck@ Basic: Environmental Risk Review TERMS AND DEFINITIONS FINDS: Facility Index System/Facility Registry System The FINDS (Facility Index System/Facility Registry System) database, provides information about facilities, sites or places that are subject to environmental regulations or of environmental interest. The database provides information about environmental activities that may affect air, water, and land anywhere in the United States. The following FINDS databases (among others) are included in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (civil judicial enforcement cases for environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (criminal enforcement actions for 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 Date Data Arrived at EDR: 07/09/2008 Date Made Active in Reports: 08/25/2008 Number of Days to Update: 47 Source: EPA Telephone: (404) 562-9900 Last EDR Contact: 06/30/2008 Next Scheduled EDR Contact: 09/29/2008 Data Release Frequency: Quarterly 02314210.1 r Page 4 Gilford County Prison Farm 7315 Howerton Road Elon, NC 27244 Inquiry Number: 02314210.1 r September 10, 2008 440 Wheelers Farms Road Milford. CT 06461 2.0050 800. (rEDRO Environmental Data Resources Inc rvvToll Free rN edrnet com et com FORM-NULL-BJR 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- - - - - - - - - - - - - - - - - - - - - - - - - - GRA GEOCHECK ADDENDUM Physical Setting Source Addendum---------------------------------- -------- A-1 Physical Setting Source Summary ----------------------------------- --------- A-2 Physical Setting SSURGO Soil Map---------------------------------- --------- A-5 Physical Setting Source Map---------------------------------------- -------- A-11 Physical Setting Source Map Findings-------------------------------- -------- A-12 Physical Setting Source Records Searched---------------------------- --------. A-35 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. TC02314210.1 r Page 1 Q W H 7 U W X W W_ U c d 8 0 N m m m c m E c 0 c w` a d U c O N 3 N `o c m E o c - 22 > L N m N L N m N L O O O N z 75 y m y Q H W y a' 0 o u 'L az w a w Q dOW 803 d3A NVIONI y lsn NVIONI Q o ism NVIONI ro U 100 NVIONI AN3S3LI NVIONI S3OdN S0131dNMOa9 MANV310AN0 dOA 108iNOO ISNI y 1sv lsn U W lsnu ism ism J U d11SIH 110 2 dl/dMs Q w ON Q SOSH ON U) SMHS S83NV3lOA2J0 021OS siVVH SONIJ X OdNl0V'd s1lW SOVd SIOI sisS Slid 1SIH Slld VOsl SIHI S3NIW 6 N0I9321 S18930 100 ValWn aoa 1N3SNOO SIOnI sand aoa S(3131dNM02i9 Sn lao sn sdo ioG SIjIWH MG 108iNOO 1SNI Sn SlOHiNOO ON3 sn UaOUONNH3O1 oos3o-VN0H DOS-VNON OOl-VNO21 dOsl-V2iON slovaaoo y Z SN311 0 0 dViAN-Oi3O uvi SI10L130 J SN3111dN 1dN Paislla0 0 ldN PasodOJd w u ldN m d c c 4 o a u m m m ? IL N ? y y _1 L, O LL N ° z O O 0 U) 0 n o U) a a ? N y w Z 0, E w J °c O 0 z 0 O y 0 r 0 CL 0W N? Z, K W CL U NO> w OOZ c Q O = ?' _ W Un Z a 1 f 7 Zip (9 K 2 z Q p d 0 K w a O o H O r W w w F U) V) (5 L W OVERVIEW MAP - 02314210.1 r i dxk/ f lX- B a? y B * Target Property A Sites at elevations higher than or equal to the target property • Sites at elevations lower than the target property A. Manufactured Gas Plants National Priority List Sites Dept. Defense Sites 0 114 112 1 Miles Indian Reservations BIA Hazardous Substance N County Boundary Disposal Sites /V Oil & Gas pipelines 100-year flood zone 500-year flood zone National Wetland Inventory State Wetlands SITE NAME: Gifford County Prison Farm CLIENT: Michael Baker Engineering, Inc. ADDRESS: 7315 Howerton Road CONTACT: Ken Gilland Elon NC 27244 INQUIRY#: 02314210.1r LAT/LONG: 36.1360 / 79.5427 DATE: September 10, 2008 2:50 pm Copyright co 2008 EDR, Inc. 0 2008 Tale Atlas Rel. 07/2007. III, ? a 1' I • i r, * Target Property o ills 1/11 1/4 Miles Sites at elevations higher than or equal to the target property Indian Reservations BIA Hazardous Substance • Sites at elevations lower than Oil & Gas pipelines Disposal Sites the target property 100-year flood zone A. Manufactured Gas Plants ear flood zone 500- r Sensitive Receptors y E3 National Priority List Sites National Wetland Inventory State Wetlands Dept. Defense Sites SITE NAME: Gifford County Prison Farm CLIENT: Michael Baker Engineering, Inc. ADDRESS: 7315 Howerton Road CONTACT: Ken Gilland Elon NC 27244 INQUIRY #: 02314210.1r LAT/LONG: 36.1360/79.5427 DATE: September 10, 2008 2:50 pm Copyright !0 2008 EDR, Inc. *s 2008 Tala Atlas Rel. 0712007. DETAIL MAP - 02314210.1 r 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 1.000 0 0 0 0 NR 0 Proposed NPL 1.000 0 0 0 0 NR 0 Delisted NPL 1.000 0 0 0 0 NR 0 NPL LIENS TP NR NR NR NR NR 0 CERCLIS 0.500 0 0 0 NR NR 0 CERC-NFRAP 0.500 0 0 0 NR NR 0 LIENS 2 TP NR NR NR NR NR 0 CORRACTS 1.000 0 0 0 0 NR 0 RCRA-TSDF 0.500 0 0 0 NR NR 0 RCRA-LQG 0.250 0 0 NR NR NR 0 RCRA-SQG 0.250 0 0 NR NR NR 0 RCRA-CESQG 0.250 0 0 NR NR NR 0 RCRA-NonGen 0.250 0 0 NR NR NR 0 US ENG CONTROLS 0.500 0 0 0 NR NR 0 US INST CONTROL 0.500 0 0 0 NR NR 0 ERNS TP NR NR NR NR NR 0 HMIRS TP NR NR NR NR NR 0 DOT OPS TP NR NR NR NR NR 0 US CDL TP NR NR NR NR NR 0 US BROWNFIELDS 0.500 0 0 0 NR NR 0 DOD 1.000 0 0 0 0 NR 0 FUDS 1.000 0 0 0 0 NR 0 LUCIS 0.500 0 0 0 NR NR 0 CONSENT 1.000 0 0 0 0 NR 0 ROD 1.000 0 0 0 0 NR 0 UMTRA 0.500 0 0 0 NR NR 0 ODI 0.500 0 0 0 NR NR 0 DEBRIS REGION 9 0.500 0 0 0 NR NR 0 MINES 0.250 0 0 NR NR NR 0 TRIS TP NR NR NR NR NR 0 TSCA TP NR NR NR NR NR 0 FTTS TP NR NR NR NR NR 0 HIST FTTS TP NR NR NR NR NR 0 SSTS TP NR NR NR NR NR 0 ICIS TP NR NR NR NR NR 0 PADS TP NR NR NR NR NR 0 MLTS TP NR NR NR NR NR 0 RADINFO TP NR NR NR NR NR 0 FINDS X TP NR NR NR NR NR 0 RAATS TP NR NR NR NR NR 0 SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0 STATE AND LOCAL RECORDS SHWS 1.000 0 0 0 0 NR 0 NC HSDS 1.000 0 0 0 0 NR 0 IMD 0.500 0 0 0 NR NR 0 SWF/LF 0.500 0 0 0 NR NR 0 TC02314210.1 r 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 OLI 0.500 0 0 0 NR NR 0 HIST LF 0.500 0 0 0 NR NR 0 LUST 0.500 0 0 0 NR NR 0 LUST TRUST 0.500 0 0 0 NR NR 0 UST 0.250 0 0 NR NR NR 0 AST 0.250 0 0 NR NR NR 0 INST CONTROL 0.500 0 0 0 NR NR 0 VCP 0.500 0 0 0 NR NR 0 DRYCLEANERS 0.250 0 0 NR NR NR 0 BROWNFIELDS 0.500 0 0 0 NR NR 0 NPDES TP NR NR NR NR NR 0 TRIBAL RECORDS INDIAN RESERV 1.000 0 0 0 0 NR 0 INDIAN ODI 0.500 0 0 0 NR NR 0 INDIAN LUST 0.500 0 0 0 NR NR 0 INDIAN UST 0.250 0 0 NR NR NR 0 INDIAN VCP 0.500 0 0 0 NR NR 0 EDR PROPRIETARY RECORDS Manufactured Gas Plants 1.000 0 0 0 0 NR 0 NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC02314210.1 r Page 5 Map ID MAP FINDINGS Direction Distance Elevation Site 1 GUILFORD COUNTY PRISON FARM Target Property ELON, NC 27244 FINDS: Other Pertinent Environmental Activity Identified at Site Actual: 661 ft. NC-FITS (North Carolina - Facility Identification Template For States) is North Carolina Department of Environment and Natural Resources' (NCDENR) Facility Identification Template for States that provides a common facility identifier in order to improve accessibility to comprehensive information about environmental regulated entities in the state of North Carolina. EDR ID Number Database(s) EPA ID Number FINDS 1009654719 110027392417 TC02314210.1 r Page 6 } a D U Z a x a X O N c0 a N N rn Q d U E z a, U ? p m j J LU m F vi F F m U) U) Z) m LL co ? L z F F U x (n (n U) O (n U U CO Cl) p x O x x (n O D U:3 (n (n O (n U O O U? J J U O LL J Q' (n Z) Z) O J :D D D O J Z) J (n J (n (n Z O D J D D- J Z) Z) Z) v v v v v v v v v v v v a a v v v v v am am rn am rn rn rn rn rn rn rn rn rn am am m rn v N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N r N r N CN N r N ^ N n N N N N ? 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O_ N M N O U H SSURGO SOIL MAP - 02314210.1 r * Target Property SSURGO Soil Water 11 1 16 I. R 1/4 Milcs SITE NAME: Gifford County Prison Farm CLIENT: Michael Baker Engineering, Inc. ADDRESS: 7315 Howerton Road CONTACT: Ken Gilland Elon NC 27244 INQUIRY #: 02314210.1r LAT/LONG: 36.1360/79.5427 DATE: September 10, 2008 2:50 pm Copyright ce 2008 EDR, Inc. c§ 2008 Tole Atlas Rel. 0712007. GEOCHECe - PHYSICAL SETTING SOURCE SUMMARY 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. The following information is based on Soil Conservation Service SSURGO data. Soil Map ID: 1 Soil Component Name: Coronaca Soil Surface Texture: 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 Hydric Status: Not hydric Corrosion Potential - Uncoated Steel: High Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 0 inches Soil Layer Information Boundary Classification Saturated hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction micro m/sec (pH) 1 0 inches 7 inches loam Silt-Clay FINE-GRAINED Max: 14 Max: 7.3 Materials (more SOILS, Silts and Min: 4 Min: 5.6 than 35 pct. Clays (liquid passing No. limit less than 200), Clayey 50%), silt. Soils. 2 7 inches 70 inches Silt-Clay FINE-GRAINED Max: 14 Max: 7.3 Materials (more SOILS, Silts and Min: 4 Min: 5.6 than 35 pct. Clays (liquid passing No. limit less than 200), Clayey 50%), silt. Soils. 3 70 inches 94 inches Silt-Clay FINE-GRAINED Max: 14 Max: 7.3 Materials (more SOILS, Silts and Min: 4 Min: 5.6 than 35 pct. Clays (liquid passing No. limit less than 200), Clayey 50%), silt. Soils. TC02314210.1 r Page A-6 GEOCHECK@ - PHYSICAL SETTING SOURCE SUMMARY Soil Map ID: 2 Soil Component Name: Enon Soil Surface Texture: fine sandy loam Hydrologic Group: Class C - Slow infiltration rates. Soils with layers impeding downward movement of water, or soils with moderately fine or fine textures. Soil Drainage Class: Well drained Hydric Status: Partially hydric Corrosion Potential - Uncoated Steel: High Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 0 inches Soil Layer Information Boundary Classification Saturated hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction micro m/sec (pH) 1 0 inches 7 inches fine sandy loam Silt-Clay COARSE-GRAINED Max: 14 Max: 7.8 Materials (more SOILS, Sands, Min: 1.4 Min: 6.1 than 35 pct. Sands with fines, passing No. Silty Sand. 200), Silty Soils. 2 7 inches 11 inches Silt-Clay COARSE-GRAINED Max: 14 Max: 7.8 Materials (more SOILS, Sands, Min: 1.4 Min: 6.1 than 35 pct. Sands with fines, passing No. Silty Sand. 200), Silty Soils. 3 11 inches 33 inches Silt-Clay COARSE-GRAINED Max: 14 Max: 7.8 Materials (more SOILS, Sands, Min: 1.4 Min: 6.1 than 35 pct. Sands with fines, passing No. Silty Sand. 200), Silty Soils. 4 33 inches 74 inches loam Silt-Clay COARSE-GRAINED Max: 14 Max: 7.8 Materials (more SOILS, Sands, Min: 1.4 Min: 6.1 than 35 pct. Sands with fines, passing No. Silty Sand. 200), Silty Soils. TC02314210.1 r Page A-7 GEOCHECK@ - PHYSICAL SETTING SOURCE SUMMARY Soil Map ID: 3 Soil Component Name: Mecklenburg Soil Surface Texture: sandy clay loam Hydrologic Group: Class C - Slow infiltration rates. Soils with layers impeding downward movement of water, or soils with moderately fine or fine textures. Soil Drainage Class: Well drained Hydric Status: Not hydric Corrosion Potential - Uncoated Steel: High Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 0 inches Soil Layer Information Boundary Classification Saturated hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction micro m/sec (pH) 1 0 inches 7 inches sandy clay loam Silt-Clay COARSE-GRAINED Max: 14 Max: 7.3 Materials (more SOILS, Sands, Min: 1.4 Min: 5.6 than 35 pct. Sands with fines, passing No. Silty Sand. 200), Clayey Soils. 2 7 inches 33 inches Silt-Clay COARSE-GRAINED Max: 14 Max: 7.3 Materials (more SOILS, Sands, Min: 1.4 Min: 5.6 than 35 pct. Sands with fines, passing No. Silty Sand. 200), Clayey Soils. 3 33 inches Winches Silt-Clay COARSE-GRAINED Max: 14 Max: 7.3 Materials (more SOILS, Sands, Min: 1.4 Min: 5.6 than 35 pct. Sands with fines, passing No. Silty Sand. 200), Clayey Soils. 4 37 inches 70 inches loam Silt-Clay COARSE-GRAINED Max: 14 Max: 7.3 Materials (more SOILS, Sands, Min: 1.4 Min: 5.6 than 35 pct. Sands with fines, passing No. Silty Sand. 200), Clayey Soils. TC02314210.1 r Page A-8 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY Soil Map ID: 4 Soil Component Name Soil Surface Texture: Hydrologic Group: Wehadkee loam Class D - Very slow infiltration rates. Soils are clayey, have a high water table, or are shallow to an impervious layer. Soil Drainage Class: Poorly drained Hydric Status: All hydric Corrosion Potential - Uncoated Steel: High Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 15 inches Soil Layer Information Boundary Classification Saturated hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction micro m/sec (pH) 1 0 inches 7 inches loam Silt-Clay COARSE-GRAINED Max: 14 Max: 6.5 Materials (more SOILS, Gravels, Min: 4 Min: 4.5 than 35 pct. Clean gravels, passing No. Poorly Graded 200), Silty Gravel. Soils. 2 7 inches 57 inches loam Silt-Clay COARSE-GRAINED Max: 14 Max: 6.5 Materials (more SOILS, Gravels, Min: 4 Min: 4.5 than 35 pct. Clean gravels, passing No. Poorly Graded 200), Silty Gravel. Soils. 3 57 inches 83 inches sandy loam Silt-Clay COARSE-GRAINED Max: 14 Max: 6.5 Materials (more SOILS, Gravels, Min: 4 Min: 4.5 than 35 pct. Clean gravels, passing No. Poorly Graded 200), Silty Gravel. Soils. Soil Map ID: 5 Soil Component Name: Enon Soil Surface Texture: fine sandy loam Hydrologic Group: Class C - Slow infiltration rates. Soils with layers impeding downward movement of water, or soils with moderately fine or fine textures. Soil Drainage Class: Well drained TC02314210.1 r Page A-9 GEOCHECW - PHYSICAL SETTING SOURCE SUMMARY Hydric Status: Not hydric Corrosion Potential - Uncoated Steel: High Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 0 inches Soil Layer Information Boundary Classification Saturated hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction micro m/sec (pH) 1 0 inches 7 inches fine sandy loam Silt-Clay COARSE-GRAINED Max: 14 Max: 7.8 Materials (more SOILS, Sands, Min: 1.4 Min: 6.1 than 35 pct. Sands with fines, passing No. Silty Sand. 200), Silty Soils. 2 7 inches 11 inches Silt-Clay COARSE-GRAINED Max: 14 Max: 7.8 Materials (more SOILS, Sands, Min: 1.4 Min: 6.1 than 35 pct. Sands with fines, passing No. Silty Sand. 200), Silty Soils. 3 11 inches 33 inches Silt-Clay COARSE-GRAINED Max: 14 Max: 7.8 Materials (more SOILS, Sands, Min: 1.4 Min: 6.1 than 35 pct. Sands with fines, passing No. Silty Sand. 200), Silty Soils. 4 33 inches 74 inches loam Silt-Clay COARSE-GRAINED Max: 14 Max: 7.8 Materials (more SOILS, Sands, Min: 1.4 Min: 6.1 than 35 pct. Sands with fines, passing No. Silty Sand. 200), Silty Soils. 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. WELL SEARCH DISTANCE INFORMATION DATABASE Federal USGS Federal FRDS PWS State Database SEARCH DISTANCE (miles) 1.000 Nearest PWS within 1 mile 1.000 TC02314210.1 r Page A-10 GEOCHECKq'- PHYSICAL SETTING SOURCE SUMMARY FEDERAL USGS WELL INFORMATION MAP ID WELL ID No Wells Found LOCATION FROM TP FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION MAP ID WELL ID 3 NC0241583 Note: PWS System location is not always the same as well location. LOCATION FROM TP 1/2 - 1 Mile SW STATE DATABASE WELL INFORMATION MAP ID WELL ID Al NC10003626 A2 NC10003627 LOCATION FROM TP 1/4 - 1/2 Mile West 1/4 - 1/2 Mile WNW TC02314210.1 r Page A-11 PHYSICAL SETTING SOURCE MAP - 02314210.1 r i \ i L 4 B \ ?T/ /v County Boundary /V Major Roads N Contour Lines 0 Earthquake epicenter, Richter 5 or greater ® Water Wells © Public Water Supply Wells Cluster of Multiple Icons 0 1/4 1/2 1 Miles } Groundwater Flow Direction Wildlife Areas c I Indeterminate Groundwater Flow at Location Natural Areas c v Groundwater Flow Varies at Location Rare & Endangered Species SITE NAME: Gifford County Prison Farm CLIENT: Michael Baker Engineering, Inc. ADDRESS: 7315 Howerton Road CONTACT: Ken Gilland Elon NC 27244 INQUIRY #: 02314210.1r LAT/LONG: 36.1360/79.5427 DATE: September 10, 2008 2:50 pm Copyright c§ 2008 EDR, Inc. 0 2008 Tale Atlas Rel. 07/2007. GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number Al West NC WELLS NC10003626 1/4 -1/2 Mile Higher X coord: -79.547997 Y coord: 36.136805 Pwsid: 0241583 Systemname: GUILFORD COUNTY PRISON FARM Pwstype: Community Locationci: ELON County: Guilford Sourcecode: S02 Watertype: Ground Sourcename: WELL #2 Latitude: 360812.498 Longitude: 793252.790 Availabili: Deactivate Depthft: 38 Welltype: Drilled Owner: GUILFORD COUNTY PRISON Lat dec: 36.136805 Long dec: -79.5479972222222 A2 WNW NC WELLS NC10003627 1/4 -1/2 Mile Higher X coord: -79.548056 Y coord: 36.136944 Pwsid: 0241583 Systemname: GUILFORD COUNTY PRISON FARM Pwstype: Community Locationci: ELON County: Guilford Sourcecode: S03 Watertype: Ground Sourcename: WELL #3 Latitude: 360813.000 Longitude: 793253.000 Availabili: Permanent Depthft: 30 Welltype: Drilled Owner: GUILFORD COUNTY PRISON Lat dec: 36.1369444444444 Long dec: -79.5480555555555 3 SW FRDS PWS NC0241583 1/2 -1 Mile Lower PWS ID: NC0241583 PWS Status: Not Reported Date Initiated: Not Reported Date Deactivated: Not Reported PWS Name: GUILFORD COUNTY PRISON FARM GIBSONVILLE, NC 27249 Pwsid: NC0241583 Epa region: 04 State: NC County: Guilford Pws name: GUILFORD COUNTY PRISON FARM Population Served: 156 Pwssvcconn: 5 PWS Source: Groundwater Pws type: CWS Status: Active Owner type: Local Govt Facility id: 10774 - Facility name: TREATMENT_PLT WELL #2 Facility type: Treatment plant Treatment process: hypochlorination, post Treatment objective: disinfection TC02314210.1 r Page A-12 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Contact name: MANESS, C E Original name: MANESS, C E Contact phone: 336-449-4720 Contact addressl : Contact addressl: Not Reported Contact city: Contact zip: 27249 Pwsid: NC0241583 Epa region: State: NC County: Pws name: GUILFORD COUNTY PRISON FARM Population Served: 156 Pwssvcconn: PWS Source: Groundwater Pws type: CWS Status: Active Owner type: Facility id: 10776 Facility name: TREATMENT_PLT_WELL #3 Facility type: Treatment plant Treatment process: Treatment objective: disinfection Contact name: MANESS, C E Original name: MANESS, C E Contact phone: 336-449-4720 Contact addressl: Contact address2: Not Reported Contact city: Contact zip: 27249 Pwsid: NC0241583 Epa region: State: NC County: Pws name: GUILFORD COUNTY PRISON FARM Population Served: 156 Pwssvcconn: PWS Source: Groundwater Pws type: CWS Status: Active Owner type: Facility id: 22612 Facility name: WELL #2 Facility type: Well Treatment process: Treatment objective: disinfection Contact name: MANESS, C E Original name: MANESS, C E Contact phone: 336-449-4720 Contact addressl: Contact address2: Not Reported Contact city: Contact zip: 27249 Pwsid: NC0241583 Epa region: State: NC County: Pws name: GUILFORD COUNTY PRISON FARM Population Served: 156 Pwssvcconn: PWS Source: Groundwater Pws type: CWS Status: Active Owner type: Facility id: 22613 Facility name: WELL #3 Facility type: Well Treatment process: Treatment objective: disinfection Contact name: MANESS, C E Original name: MANESS, C E Contact phone: 336-449-4720 Contact addressl: Contact address2: Not Reported Contact city: Contact zip: 27249 PO BOX 16 GIBSONVILLE 04 Guilford 5 Local-Govt hypochlorination, post PO BOX 16 GIBSONVILLE 04 Guilford 5 Local-Govt hypochlorination, post PO BOX 16 GIBSONVILLE 04 Guilford 5 Local-Govt hypochlorination, post PO BOX 16 GIBSONVILLE TC02314210.1 r Page A-13 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Pwsid: NC0241583 Epa region: 04 State: NC County: Guilford Pws name: GUILFORD COUNTY PRISON FARM Population Served: 156 Pwssvcconn: 5 PWS Source: Groundwater Pws type: CWS Status: Active Owner type: Local-Govt Facility id: 3176 Facility name: STORAGE-HYDRO-11 Facility type: Storage Treatment process: hypochlorination, post Treatment objective: disinfection Contact name: MANESS, C E Original name: MANESS, C E Contact phone: 336-449-4720 Contact addressl: PO BOX 16 Contact address2: Not Reported Contact city: GIBSONVILLE Contact zip: 27249 Pwsid: NC0241583 Epa region: 04 State: NC County: Guilford Pws name: GUILFORD COUNTY PRISON FARM Population Served: 156 Pwssvcconn: 5 PWS Source: Groundwater Pws type: CWS Status: Active Owner type: Local-Govt Facility id: 50581 Facility name: DISTRIBUTION SYSTEM Facility type: Distribution-system-zone Treatment process: hypochlorination, post Treatment objective: disinfection Contact name: MANESS, C E Original name: MANESS, C E Contact phone: 336-449-4720 Contact addressl: PO BOX 16 Contact address2: Not Reported Contact city: GIBSONVILLE Contact zip: 27249 Addressee / Facility: System Owner/Responsible Party CHARLES SOCKWELL OR MANAGER PO BOX 16 GIBSONVILLE, NC 27249 Addressee / Facility: System Owner/Responsible Party GUILFORD COUNTY PRISON PO BOX 3427 GREENSBORO, NC 27410 Facility Latitude: 36 7 45.0000 Facility Longitude: 79 33 10.0000 City Served: GIBSONVILLE Treatment Class: Treated Population: 40 PWS currently has or had major violation(s) or enforcement: YES VIOLATIONS INFORMATION: Violation ID: 9413315 Source ID: Not Reported PWS Phone: Not Reported Vio. beginning Date: 07/01/93 Vio. end Date: 12/31/93 Vio. Period: 006 Months Num required Samples: Not Reported Number of Samples Taken: Not Reported Analysis Result: Not Reported Maximum Contaminant Level: Not Reported Analysis Method: Not Reported Violation Type: Initial Tap Sampling for Pb and Cu Contaminant: LEAD & COPPER RULE Vio. Awareness Date: Not Reported TC02314210.1 r Page A-14 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Violation ID: Vio. beginning Date: Num required Samples: Analysis Result: Analysis Method: Violation Type: Contaminant: Vio. Awareness Date: Violation ID: Vio. beginning Date: Num required Samples: Analysis Result: Analysis Method: Violation Type: Contaminant: Vio. Awareness Date: Violation ID: Vio. beginning Date: Num required Samples: Analysis Result: Analysis Method: Violation Type: Contaminant: Vio. Awareness Date: Violation ID: Vio. beginning Date: Num required Samples: Analysis Result: Analysis Method: Violation Type: Contaminant: Vio. Awareness Date: Violation ID: Vio. beginning Date: Num required Samples: Analysis Result: Analysis Method: Violation Type: Contaminant: Vio. Awareness Date: Violation ID: Vio. beginning Date: Num required Samples: Analysis Result: Analysis Method: Violation Type: Contaminant: Vio. Awareness Date: 9408439 01/01/91 000 Not Reported Not Reported Monitoring, Regular PH 060194 9408438 01/01/91 000 Not Reported Not Reported Monitoring, Regular THALLIUM, TOTAL 060194 9408437 01/01/91 000 Not Reported Not Reported Monitoring, Regular BERYLLIUM, TOTAL 060194 9408436 01/01/91 000 Not Reported Not Reported Monitoring, Regular ANTIMONY, TOTAL 060194 9408435 01/01/91 000 Not Reported Not Reported Monitoring, Regular SULFATE 060194 9408434 01/01/91 000 Not Reported Not Reported Monitoring, Regular SODIUM 060194 Source ID: Not Reported Vio. end Date: 12/31/93 Number of Samples Taken: Maximum Contaminant Level: Source ID: Not Reported Vio. end Date: 12/31/93 Number of Samples Taken: Maximum Contaminant Level: Source ID: Not Reported Vio. end Date: 12/31/93 Number of Samples Taken: Maximum Contaminant Level: Source ID: Not Reported Vio. end Date: 12/31/93 Number of Samples Taken: Maximum Contaminant Level: Source ID: Not Reported Vio. end Date: 12/31/93 Number of Samples Taken: Maximum Contaminant Level: Source ID: Not Reported Vio. end Date: 12/31/93 Number of Samples Taken: Maximum Contaminant Level: PWS Phone: Vio. Period: 000 Not Reported PWS Phone: Vio. Period: 000 Not Reported PWS Phone: Vio. Period: 000 Not Reported PWS Phone: Vio. Period: 000 Not Reported PWS Phone: Vio. Period: 000 Not Reported PWS Phone: Vio. Period: 000 Not Reported Not Reported 036 Months Not Reported 036 Months Not Reported 036 Months Not Reported 036 Months Not Reported 036 Months Not Reported 036 Months TC02314210.1 r Page A-15 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Violation ID: Vio. beginning Date: Num required Samples: Analysis Result: Analysis Method: Violation Type: Contaminant: Vio. Awareness Date: Violation ID: Vio. beginning Date: Num required Samples Analysis Result: Analysis Method: Violation Type: Contaminant: Vio. Awareness Date: Violation ID: Vio. beginning Date: Num required Samples: Analysis Result: Analysis Method: Violation Type: Contaminant: Vic. Awareness Dater Violation ID: Vio. beginning Date: Num required Samples: Analysis Result: Analysis Method: Violation Type: Contaminant: Vio. Awareness Date: Violation ID: Vio. beginning Date: Num required Samples: Analysis Result: Analysis Method: Violation Type: Contaminant: Vic. Awareness Date: Violation ID: Vio. beginning Date: Num required Samples: Analysis Result: Analysis Method: Violation Type: Contaminant: Vio. Awareness Date: 9408433 01/01/91 000 Not Reported Not Reported Monitoring, Regular SELENIUM 060194 9408432 01/01/91 000 Not Reported Not Reported Monitoring, Regular NICKEL 060194 9408431 01/01/91 000 Not Reported Not Reported Monitoring, Regular MERCURY 060194 9408430 01/01/91 000 Not Reported Not Reported Monitoring, Regular MANGANESE 060194 9408429 01/01/91 000 Not Reported Not Reported Monitoring, Regular IRON 060194 9408428 01/01/91 000 Not Reported Not Reported Monitoring, Regular FLUORIDE 060194 Source ID: Not Reported Vio. end Date: 12/31/93 Number of Samples Taken: Maximum Contaminant Level: Source ID: Not Reported Vio. end Date: 12/31/93 Number of Samples Taken: Maximum Contaminant Level: Source ID: Not Reported Vic. end Date: 12/31/93 Number of Samples Taken: Maximum Contaminant Level: Source ID: Not Reported Vio. end Date: 12/31/93 Number of Samples Taken: Maximum Contaminant Level: Source ID: Not Reported Vio. end Date: 12/31193 Number of Samples Taken: Maximum Contaminant Level: Source ID: Not Reported Vio. end Date: 12/31/93 Number of Samples Taken: Maximum Contaminant Level: PWS Phone: Vio. Period: 000 Not Reported PWS Phone: Vio. Period: 000 Not Reported PWS Phone: Vio. Period: 000 Not Reported PWS Phone: Vio. Period: 000 Not Reported PWS Phone: Vio. Period: 000 Not Reported PWS Phone: Vio. Period: 000 Not Reported Not Reported 036 Months Not Reported 036 Months Not Reported 036 Months Not Reported 036 Months Not Reported 036 Months Not Reported 036 Months TC02314210.1 r Page A-16 Agency Correspondence Guilford County Prison Farm Conceptual Mitigation Plan October 8, 2008 Oaker Dale Suiter US Fish and Wildlife Service Raleigh Field Office P.O. Box 33726 Raleigh, NC 27636 September 11, 2008 Subject: Guilford County Prison Farm Wetland and Stream Restoration Project in Guilford and Alamance Counties Dear Mr. Suiter, This letter is a follow up to our conversation on September 9, 2008 with regards to the subject site. The Guilford County Prison Farm Site is part of an approximately 720-acre property is located north and south of Howerton Road at the Guilford/Alamance County line (Map 1) about one mile north of Gibsonville. This property, which is located within the Tickle Creek and Travis Creek watersheds in the Cape Fear River Basin (HUC 03030002), is being considered for potential stream and wetland mitigation for future impacts at the Piedmont Triad International Airport. The proposed project (as shown in Map 2) will be coordinated through the U.S. Army Corps of Engineers (USACE) and the North Carolina Department of Environment and Natural Resources Division of Water Quality (DWQ) (through Section 401 and 404 of the federal Clean Water Act). As we discussed with you, Baker has already obtained an updated species list for Alamance and Guilford Counties from the USFWS website (htt nc- es.fws.gov/es/countyfr.html). In addition, Baker conducted a search of the North Carolina Natural Heritage Database on September 5, 2008 and found that there was a population of Small whorled pogonia (I.sotria medeoloides), a federally protected plant species, within two miles of the project study area. We understand that the mesic forest areas of our project study area are potential habitat for Small whorled pogonia. However, it should be noted that the activities in forested areas of the site will be limited to developing preservation and enhancement credits. Activities in the mesic forests will largely be confined to cattle exclusion efforts and in- stream structure construction which will minimize impacts to those areas. The cattle exclusion could increase the suitability of the forest habitat for Small whorled pogonia colonization. Baker will conduct surveys of suitable habitat during the May/June blooming period for the species to determine if Small whorled pogonia is found within the project area. The results of these surveys will be shared with USFWS and NCWRC and we will be in contact with you throughout the process to ensure that any concerns on your part are addressed. We are requesting that you please provide any additional information you have on protected species, migratory birds or other trust resources that could be impacted by construction of a stream restoration and wetland project on the subject property. Cha/1enmeUs. If we have not heard from you in 30 days we will assume that you do not have any comments regarding associated laws, and that you do not have any information relevant to this project at the current time. We thank you in advance for your timely response and cooperation. Please feel free to contact us with any questions that you may have concerning the extent of site disturbance associated with this project. Sincerely, & -ow Ken Gilland Michael Baker Engineering, Inc. 8000 Regency Parkway, Suite 200 Cary, NC 27518 Phone: (919) 459-9035, Email: kgilland@mbakercorp.corn cc: Shannon Deaton North Carolina Wildlife Resource Commission Division of Inland Fisheries 1721 Mail Service Center Raleigh, NC 27699 Challen PUS. Potential Stream and Wetland Restoration Guilford County Prison Farm • 104 RCCA 65 x f g ? ?R O C K I N G H2 A M ..?l??sboro 13 /2 Reidsville 22C iII Welerus t 65 .. 29B 3 87 ? i , okescalc z 1 15 t 58 llaw -? Williamsburg, y. rrw • - y• ummit Envir ?Vo Fdu. Ctr.Zi ,!,,.....15 «...?.??..? ? osceol,? ? •t>>? ? Sp1r?rierfield 12 4 68 Browns 1Q 18. yak s • 150 Sy mmNt Monticello , 150 lake Toi)nsend ? iRidg Bran(11 l-.! ake1 61 .f. .? • will e G ' U L l-?? 0 Guilford County ?`14 10 Prison Farm cal ax Gre-- % e-' n.sboro nsvll+e iSOE?v'?1 10 2 6 -NCRR ,3 ?y 2 x * 4 3 70 Sedal'a 100 1 68 6 2 1 3 1 iy ; t, ' /Whits ? A' ? ?`?. 4 5 SedE,4t el C.H. Brown .r an /1 ar 1 to g 2 Mom. -- lit 5 ro 2213 Pleasant` 3 ' 6 3 Garden 21 18 6Z Kimesville S10 fi 'Climax 62 r 1 A 1 ltllian 1 JTrini .Archdale1'? I Level ? 1? 62 Her>?1rra Cross Guilford County 3 ?? Glenola ? 311 ?..-..?:. Ap ¢k. Scale in MltesSO p r' i d 1" R <<?1 1 r M North Carolina 5 sti s rr? r 11r? /? _? 'a r w 1!1 • r r :!7t. 4 . ?' l1 Map 1. Project Location (2008 NCDOT State Transportation Map) Challengeus. July 3, 2008 M. M Potential Stream and Wetland Restoration Guilford C ounty Pris on F arm TopoZone - USGS Ossipee (NQ Topo Map 1 topozont3 •?rxawa,rnn.k: ....r..--,•. ,' / 1 J ? 'r i /{ i i^ III/,?? li, Potential Stream and - ;C( r? t ?wetland Restoration t ' 1J `i b?n'j _.' ?t V J"f '\l 4 \I f f , ?141 ij- 1!'1 ?? (' • ? i' fir , , 0.3 0.6 0.9 1.2 1.5 I. m 0 0.1 O.E 0.3 0.4 0.5 MI Map 2. UTM 17 631061E 4000512N (NAD83/WGS84) USGS Ossipee (NC) Quadrangle t1- •s; 2 Challengetl5. Projection is UTM Zone 17 NAD83 Datum JI i, Dolores A. Hall Deputy State Archaeologist 4619 Mail Service Center Raleigh, NC 27699-4619 July 3, 2008 Subject: Potential Stream and Wetland Restoration Project in Guilford County Dear Ms. Hall, We are currently reviewing potential to restore portions of Tickle and Travis Creeks and associated wetlands in the Cape Fear River Basin at the Guilford County Prison Farm north of Gibsonville (Figure 1). The proposed project will be coordinated with the US Army Corps of Engineers and the North Carolina Department of Environment and Natural Resources Division of Water Quality (through Section 401 and 404 of the federal Clean Water Act). We are requesting that the Office of State Archaeology review the proposed project location for any district, site, building, structure, or object that is listed in the National Register of Historic Places established pursuant to Public Law 89-665,16 U.S.C. 470. We are enclosing a map of the project site that includes proposed limits of disturbance. Potential stream restoration work is confined to the floodplains, tributaries, and associated wetlands of Tickle and Travis Creeks within the Guilford County Prison Farm property (Figure 2). No architectural structures or archeological artifacts have been observed or noted during preliminary surveys of the site by Baker biologists. We ask that you review this site based on the attached information to determine the presence of any properties or sites listed or in the process of being listed in the National Register of Historic Places. Thank you in advance for your timely response and cooperation. Please feel free to contact us with any questions that you may have concerning the extent of site disturbance associated with this project. Sincerely, A4(,-VIW Ken Gilland Michael Baker Engineering, Inc. 8000 Regency Parkway, Suite 200 Cary, NC 27518 Phone: (919) 459-9035, Email: kgilland@mbakereorp.com cc: Dr. Jeffrey Crow Deputy Secretary of Archives and History Cf> 1?e??geUS. Dr. Jeffrey Crow July 3, 2008 Deputy Secretary of Archives and History State Historic Preservation Officer 4610 Mail Service Center Raleigh NC 27699-4610 Subject: Potential Stream and Wetland Restoration in Guilford County Dear Dr. Crow We are currently reviewing potential to restore portions of Tickle and Travis Creeks and associated wetlands in the Cape Fear River Basin at the Guilford County Prison Farm north of Gibsonville (Figure 1). The proposed project will be coordinated with the US Army Corps of Engineers and the North Carolina Department of Environment and Natural Resources Division of Water Quality (through Section 401 and 404 of the federal Clean Water Act). We are requesting that the State Historic Preservation Office review the proposed project location for any district, site, building, structure, or object that is listed in the National Register of Historic Places established pursuant to Public Law 89-665,16 U.S.C. 470. We are enclosing a map of the project site that includes proposed limits of disturbance. Potential stream restoration work is confined to the floodplains, tributaries, and associated wetlands of Tickle and Travis Creeks within the Guilford County Prison Farm property (Figure 2). No architectural structures or archeological artifacts have been observed or noted during preliminary surveys of the site by Baker biologists. We ask that you review this site based on the attached information to determine the presence of any properties or sites listed or in the process of being listed in the National Register of Historic Places. Thank you in advance for your timely response and cooperation. Please feel free to contact us with any questions that you may have concerning the extent of site disturbance associated with this project. Sincerely, Ken Gilland Michael Baker Engineering, Inc. 8000 Regency Parkway, Suite 200 Cary, NC 27518 Phone: (919) 459-9035, Email; kgilland@mbakercorp.com cc: Dolores A. Hall Deputy State Archaeologist 1- t + 1 17! du+5f AQ' VO- 4q vw+ North Carolina Department of Cultural. Resources State Historic Preservation Office Peter li. Sandbeck, Administrator Michael r. Elstey, Govemor f sbeth C Evans, Secretary jeffrcy J. Crow, D Lputy Secretary July 21, 2008 Ken Gilland Michael Baker Engineering, Inc. 8000 Regency Parkway Suite 200 Cary, NC 27518 Office of Archives and I-listory D)ivisk)n of I haorieal Resources David Brmk, Director Re: Tickle Creek and ,Travis Creek Stream Restoration, Guilford County, ER 08-1574 Dear Mr. Gilland: Thank you for your letter of July 3, 2008, concerning the above project. We have conducted a review of the project and are aware of no historic resources which would be affected by the project. Therefore, we have no comment on the project as proposed. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above continent, please contact Renee Gledhill-Farley, environmental review coordinator, at 919-807-6579. In all future communication concerning this project, please cite the above-referenced tracking number. Sincerely, eter Sandbeck Location 109 1:axt Jones Strecr, Raleigh NC 27601 Mailing Address: 4617 P&I Service Genter, Raleigh NIC 27099.4617 Tclephone/Fax: (919) W-6570/207-6594