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HomeMy WebLinkAbout20211626 Ver 1_Draft Neu01 Prospectus v2 (SAW-2021-02321)_20211028 eco to r ra. October 2021 Presented to: North Carolina Interagency Review Team Alder Valley Mitigation Site Prospectus Part of the Eco Terra Neuse 01 Umbrella Mitigation Bank Durham County, NC Hydrologic Cataloguing Unit 03020201 of the Neuse River Basin • _ 1-"""7-'• _+-i y�� W • f •" . I �\ /��•r� � 7 u S .'� ti.�v sP K ,� -i A W 1 Y �e".F (4 ris, ,yw.y `h� wr5' .La '� Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Executive Summary Eco Terra Partners, LLC (Eco Terra) respectfully presents the following Mitigation Site Prospectus to provide stream and riparian buffer mitigation credits in the Neuse River Basin (Cataloging Unit 03020201). Eco Terra has entered into a contract to purchase an easement that would comprise the Alder Valley Mitigation Site in northern Durham County, approximately two miles north of Bahama in northern Durham County (Figure 1). The Alder Valley Mitigation Site is within 14-digit Hydrologic Unit 03020201010030 associated with the Flat River and will be part of Eco Terra's Neuse 01 Umbrella Mitigation Bank. The project will include the restoration and enhancement of streams, restoration of riparian buffers, and the enhancement of wetlands within the Flat River watershed, a designated Targeted Local Watershed. The Alder Valley Mitigation Site, or AVMS, will provide both ecological and water quality benefits within the Flat River watershed and upper Neuse River Basin. Lake Michie, Durham's primary drinking water supply, is situated approximately three miles downstream of the AVMS. In addition, Falls Lake, Raleigh's primary drinking water supply, is further downstream. Although many of these benefits are limited to the actual project location, others, such as sediment reduction and nutrient removal and improved aquatic and terrestrial habitats, have larger overall effects. The main purpose and goal of the AVMS is to restore streams and riparian buffers. Land use conversion to a natural, native ecosystem, the promotion of water infiltration on-site, and reduction of both nutrient and sediment runoff from the existing cattle pastures and agricultural fields will constitute secondary goals. The Project will also serve to expand conservation lands along the Flat River that are protected by the NC Land and Water Trust. These goals and objectives are consistent with the NC Department of Environmental Quality's general restoration and protection goals, as well as the Neuse Riparian Buffer Restoration Plan. The construction plan for stream restoration areas will include the removal of an earthen dam, channel reestablishment, channel realignment, stabilization, and Site grading. Riparian buffers, extending outwards 200 feet from (Eco Terra anticipates the AVMS to the top of bank will be restored with native vegetation. Existing generate up to: degraded riparian and wetland areas will be enhanced by • 4,540 Stream Mitigation Units removal of livestock, treatment of non-native vegetation, and (SMUs) • the installation of native trees. All areas within the AVMS will be 945,000 Buffer Mitigation Units (BMUs) protected with a conservation easement in perpetuity. • 993,000 Nutrient Offset Credits The Eco Terra team has the mitigation experience, solid financial (51,816 lbs Nitrogen (N)/3,337 capability, and highly qualified personnel to successfully provide lbs Phosphorus (P)) these credits. The AVMS as proposed, will provide substantial functional uplift to multiple unnamed tributaries of the Flat River and the Flat River watershed, as well as assist with offsetting mitigation needs in Neuse River Basin. ecoerro. Draft Prospectus—Alder Valley Mitigation Site 2 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Table of Contents Executive Summary 2 Introduction 4 Purpose, Need, and Feasibility 4 Service Area 7 Current Ownership and Long-Term Protection 7 Qualifications 8 Sponsor Qualifications 8 Consultant Qualifications 11 Existing Conditions 13 Project Development 23 Success Criteria 30 References 34 Tables Table 1.AVMS Goals and Objectives Table 2.AVMS Stream Morphological Snapshot— Existing Conditions Table 3. Current Ownership and Long-Term Protection Table 4. Federally Listed Species Potentially Occurring in Durham County Table 5. Proposed Mitigation Credits Table 6.AVMS Stream Morphological Table— Proposed Conditions Table 7. Conceptual Planting Plan Table 8. Conceptual Seed Mixes Table 9. Proposed Ecological Uplift Table 10. Proposed Stream and Riparian Buffer Credit Release Figures Figure 1. Vicinity Map Figure 2. Proposed Service Area Figure 3. Existing Conditions Figure 4. LIDAR Map Figure 5. Aerial Photograph Figure 6. Soil Survey Map Figure 7. Cultural Resources Map Figure 8. Adjacent and Proximal Planning Elements Map Figure 9. Conceptual Design Appendices Appendix A. Purchase and Sale Agreement Option Appendix B. USACE/NCDWR Data Forms eCojerrO_ Draft Prospectus—Alder Valley Mitigation Site 3 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Introduction The Alder Valley Mitigation Site (also referred to as the AVMS, Site, or Project Site) is proposed to restore streams and riparian buffers within the Flat River watershed of the Neuse River Basin Hydrologic Unit Code (HUC) 03020201. This Site is proposed as part of Eco Terra's Neuse 01 Umbrella Mitigation Bank. It is within the upper Falls areas in northern Durham County between the cities of Roxboro and Durham approximately one mile east of US Highway 501 (Figure 1). Its 14-digit HUC watershed designation is 03020201010030. This watershed is identified by the NC Department of Environmental Quality (DEQ) as a Targeted Local Watershed, or TLW. According to DEQ (2027), the Neuse River Basin covers more than 6,200 square miles divided amongst four Cataloging Units (CUs) and 188 14-digit HUCs. The Site is proposed to restore and/or enhance streams and restore riparian buffers in the upper Neuse River Basin. It will directly address multiple stressors and contribute to overall water quality issues in the basin. By combating these issues at their sources, maximum ecological uplift can be achieved. Facing north along UT 2 at an existing segment of stream channel. Purpose, Need, and Feasibility The purpose of the AVMS is to provide mitigation for unavoidable losses of wetlands and waters of the United States through effective ecological uplift measures. Restoration and enhancement activities at the Site will focus on improving water quality, as well as restoring aquatic and terrestrial habitats within the immediate area, all benefits to the Neuse River Basin. General restoration and protection goals have been developed by DEQ for the basin (DEQ, 2021). These are to: promote nutrient reduction in municipal areas through the implementation of stormwater best management practices; promote nutrient and sediment reduction in agricultural areas by restoring and preserving wetlands, streams, and riparian buffers; and continue targeted implementation of projects under the nutrient offset and buffer programs, as well as focusing NC Department of Transportation (NCDOT) sponsored restoration in areas providing the most functional improvement to the ecosystem. Portion of the UT 2 channel heavily impacted by livestock. ecoterra_ Draft Prospectus - Alder Valley Mitigation Site 4 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC In addition, specific goals for the Cataloging Unit have been identified in the Neuse River Basin Restoration Priorities (RBRP) document dated 2010, amended 2018. They include: • support the Falls Lake Watershed Management Plan; a separate prioritization process for the NC Division of Mitigation Services (DMS) will be developed in the next several years; • continue to implement planning initiatives including the NC Division of Mitigation Services (DMS) Phase IV Local Watershed Plan (LWP) for the Upper Neuse (incorporates updates for DMS LWPs including Ellerbe Creek, Lake Rogers/ Ledge Creek, Lick Creek, Little Lick Creek, and Upper Swift Creek), the Upper Neuse River Basin Association's Upper Neuse Watershed Management Plan and the DMS Neuse 01 Regional Watershed Plan; and, • protect, augment, and connect Natural Heritage Areas and other conservation lands. The main purpose and goal of the Alder Valley Mitigation Site is to restore streams and riparian buffers. Supplementary and/or secondary goals include land use conversion to a natural, native ecosystem, the promotion of water infiltration, and reduction of both nutrient and sediment runoff from the existing cattle pastures and agricultural fields. The Project will also serve to expand conservation lands along the Flat River that are protected by the NC Land and Water Trust. These goals and objectives are consistent with restoration and protection goals stated in the Neuse River Basin Restoration Plan. Table 1 summarizes this information. The proposed Project will achieve the above goals through the technical expertise of the Eco Terra Team, the proven track records of Eco Terra and its consultants to deliver high quality mitigation, and with suitable Site -specific physical characteristics. The following sections further describe the Site and proposed mitigation concepts. Site implementation will help to satisfy the need to continue watershed improvements, protect valuable wildlife resources, improve the management of stormwater runoff, and contribute to the restoration of water quality. The AVMS incorporates portions of one subwatershed associated with the Flat River. Four unnamed tributaries (UTs) to the Flat River occur within the Project Area. Labeled as UTs 1 and 2, these tributaries serve as the main surface water conduits. Two other tributaries (UT 3 and UT 4) empty directly into UT 2. An irrigation pond was constructed more than 50 years ago and serves as the confluence for UT 1 and UT 2. Downstream of the earthen dam, UT 1 flows eastward towards the Flat River. Project feasibility was determined through preliminary on -site surveys of stream cross sections (preliminary data provided in Table 2) and assessment of buffer areas. %/ eolerra_ Draft Prospectus — Alder Valley Mitigation Site 5 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Table 1:AVMS Goals and Objectives Goal Animal waste deposition will cease within jurisdictional resource areas and their Reduce nutrient associated buffers. Fertilizers will no longer be applied to pasture and row crop levels* areas within the restored streams and buffers. The establishment of native buffer vegetation will help to reduce runoff from the areas surrounding the Site and prevent any remaining excess nutrients from entering off-site waterways. The property will no longer be kept in a state of early succession for Reduce sediment pasture/livestock. Native vegetation will be allowed to establish and hold loose levels* topsoil in place, reducing wind and runoff erosion. Ditches and/or drainage ways will be plugged/filled to reduce hydrologic loss from the Site and prevent sediment loss to off-site waters during large storm events. The Alder Valley Mitigation Site offers both riparian buffer and nutrient offset credit Implement Nutrient Offset opportunities. Buffer widths extending as much as 200 feet from the top of bank and Buffer outward, along both sides of the restored channels, will be implemented.As a result, Projects* additional opportunities will occur to further remove nutrients and reduce sediments from entering on-site surface water resources. Preserve/Protect Work with local landowners to implement a project and record a conservation land in easement/purchase property. perpetuity^ Connect property to already Restore streams and buffers and enhance wetlands within a Conservation Easement established that directly abuts to land designated as Critical Areas by the US Fish and Wildlife Natural Heritage Service and conservation lands managed by the NC Natural Heritage Program. Areas or conserved Improve habitat for both terrestrial and aquatic organisms and increase ecosystem lands^ connectivity. *Neuse River Basin general goal, ^ Neuse RBRP 03020207 goal %°0 oerro_ Draft Prospectus—Alder Valley Mitigation Site 6 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Table 2:AVMS Stream Morphological Snapshot—Existing Conditions* Parameter UT 1 R1 UT 1 R2 UT 2 R1 UT R32 & UT 3 &4 Drainage Area (acres) —224 —500 —140 —205 —6 Drainage Area (sq. —0.35 —0.78 —0.22 —0.32 —0.01 miles) Cross-Sect.Area, Abkf —9.5 NA —7.0 NA NA (ft2) Width, Wbkf(ft) —7.5 NA —6.5 NA NA Width/Depth Ratio 5.9 NA 6.5 NA NA (W/D) uo Mean Depth, Dmean —1.3 NA —1.0 NA NA (ft) w Channel Slope, S (%) —0.5 NA —0.5 NA NA Stream Type (Rosgen) G5 NA G5 NA NA Bank Height Ratio, 1.5 NA 1.5 NA NA BHR Velocity (ft/s) —0.5 NA —0.5 NA NA Discharge (ft3/s) —5 NA —3.5 NA NA Entrenchment Ratio 1.3 NA 3.0 NA NA Note: Stream data and all ratios are based on assumed elevations and limited survey.This data is for comparison purposes only.Comprehensive data will be incorporated once stream surveys have been completed and designs are prepared. NA: Portions of the existing channels have been altered to the extent that measurements were not feasible due to lack of bedform and Site and/or inundation (ponding). Service Area The AVMS will provide in-kind mitigation credits to offset stream and buffer impacts within Neuse 01 River Basin. The proposed service area is shown in Figure 2. Current Ownership and Long-Term Protection Eco Terra has entered into an agreement with William and Blanche McFarland for Purchase and Sale of a conservation easement encompassing up to approximately 39 acres (Table 3). A Memo of the Purchase and Sale agreement is provided in Appendix A. This agreement allows Eco Terra to proceed with the proposed Site and to restrict the land use in perpetuity through a conservation easement. Eco Terra is prepared to close on the Conservation Easement and will provide copies of the deed of easement, title, survey, and map. ecOjerra. Draft Prospectus—Alder Valley Mitigation Site 7 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Table 3: Current Ownership and Long-Term Protection Parcel PIN/ Acreage in Date of Agreement/ Identified County Owner(s) Conservation Termination Period Conservation Easement Easement Holder 0839-03-05-3998 McFarland, 10/7/2021 William A. & 39.06 To be determined Durham County Blanche J. 2 Years Qualifications Sponsor Qualifications Eco Terra Partners, LLC (Eco Terra) will be the Site sponsor. The company was initiated five years ago with a single idea Contact Information in mind: What can we do to help preserve our fragile Name: Eco Terra Partners, LLC environment and improve our planet? Founded by Michael Address: 1328 Dekalb Avenue NE,Atlanta, Beinenson, the firm has focused on stream, wetland, and Georgia 30307 buffer restoration, land conservation, and financing solar Contact Name: Norton Webster Contact Telephone: 919.548.0940 panels. The experienced team has decades of experience and Email: norton@ecoterra.com is currently engaged with more than 32 projects throughout the Southeastern US. Eco Terra has been active with private mitigation Sites in NC. The following example projects are all in the Mitigation Plan preparation phase, which includes the public comment period. Three Creeks Farm Mitigation Site I Davidson County, NC Eco Terra is currently working on the Three Creeks Farm Mitigation Site near the community of Midway in Davidson County. This Yadkin River Basin property includes multiple stream channels, wetlands, and significant buffer areas. As part of project implementation, Eco Terra will restore and enhance five tributaries within the Abbotts Creek watershed, two wetland areas, and upland buffer. These resources have all been impacted by livestock and hay production. The 32-acre easement area will be ecologically uplifted by decreasing nutrient inputs and filtering runoff from the adjacent pasturelands through buffer areas, as well as the conversion of active pasture to riparian buffers. Project implementation is expected to occur in late 2022 and will result in the generation of 7,700 SMUs and 1.5 Wetland Mitigation Units (WMUs). Lakey Creek Mitigation Site I Macon County, NC The Lakey Creek Mitigation Site is situated approximately eight miles northwest of Franklin in Macon County. Lakey Creek and several of its tributaries will undergo restoration and enhancement activities. This project is within the Little Tennessee River Basin and includes stream, wetland, and buffer restoration. Project goals are to exclude livestock from jurisdictional resources, reduce nutrient and sediment loading, restore native buffer vegetation, and establish corridors for wildlife eCojerrO_ Draft Prospectus—Alder Valley Mitigation Site 8 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC to utilize for travel, food, and cover. The project will ultimately generate 3,795 SMUs and 4.81 WMUs. Auctioneer Forest Mitigation Site I Wayne County, NC This mitigation Site is located in Wayne County approximately six miles northeast of Newton Grove in the Neuse River Basin. The Site will ultimately generate more than 14 WMUs along Falling Creek. It includes the restoration of degraded riparian wetlands. Implementation is anticipated in 2022 and will result in substantial ecological improvements including, but not limited to terrestrial and aquatic habitats and overall protection of a continuous forested corridor within the Neuse River Basin. Memorial Wetland Mitigation Site I Lenoir County, NC Eco Terra's Memorial Wetland Mitigation Site is located approximately seven miles south of Kinston, in Lenoir County. The Site includes the restoration of non-riparian wetlands within the Neuse River Basin. Nearly 16 WMUs will be generated as part of project implementation. Eco Terra will reestablish non-riparian wetlands, remove invasive vegetation, exclude livestock, reduce sediment and nutrient inputs within the Mott Swamp watershed. This project is currently undergoing development. In addition, the company has also been active with the DMS and its Full Delivery Program. The following projects provide a brief representation of Eco Terra's experience to date. Boseman Buffer Mitigation Site I Rocky Mount, NC Eco Terra was awarded a full delivery contract through the DMS to provide 610,000 riparian buffer credits in the Tar-Pamlico River Basin. The project will ultimately connect two unnamed tributaries to the Tar River and restore a forested riparian corridor originating in the headwaters of the tributary watersheds. Eco Terra has completed Site implementation and is on schedule to meet contracted deliverables. Kittrell Hill Buffer and Nutrient Offset Mitigation Site I Farmville, NC Eco Terra recently designed and installed this private NC Division of Water Resources buffer bank in the Tar River Basin (HUC 03020203). The project will ultimately generate 21,147.061 lbs of Nitrogen offset credits and 363,817 square feet of buffer restoration credits. Currently 55% of the credits have been released after successfully recording the easement on the property, installing specific riparian vegetation, and assigning the conservation easement to a long-term steward for protection in perpetuity. Mushroom Meadow Mitigation Site I Milton, NC Eco Terra was recently awarded this full delivery stream and wetland mitigation project in the upper Roanoke River Basin along the Dan River. Project specifics include more than 3,000 linear feet of stream restoration, five acres of wetland restoration, and associated riparian buffer restoration outside of the normal 50-foot corridor. Surveys are complete and Eco Terra expects submittal of the Mitigation Plan in early 2022. Construction is slated for 2023. .t� eCojerrO_ Draft Prospectus—Alder Valley Mitigation Site 9 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Colonial Farms I Edgecombe County, NC The Colonial Farms Wetland Mitigation Site is approximately 2.5 miles south of Tarboro, within the Tar-Pamlico River Basin. This DMS project includes the restoration of riparian wetlands and covers approximately 21 acres. Eco Terra anticipates the generation of 15.0 WMUs as a result of project implementation activities. Maple Swamp Wetland Site I Edgecombe County, NC The Maple Swamp Wetland Site is approximately two miles northeast of the Town of Leggett in Edgecombe County. It includes the restoration of forested non-riparian wetlands within the Fishing Creek watershed of the Tar-Pamlico River Basin. This DMS-funded project will generate 9.11 WMUs and will ultimately provide both ecological and water quality benefits within the basin. The project's goals are to reduce nutrient and sediment inputs into Maple Swamp, as well as restore wetlands, protect, augment, and connect Natural Heritage and conservation lands managed by the NC Wildlife Resources Commission and NC Natural Heritage Program. Maple Swamp Buffer Mitigation Site I Edgecombe County, NC The Maple Swamp Buffer Mitigation Site is located in the vicinity of Eco Terra's Maple Swamp Wetland Site in Edgecombe County. This DMS project includes the restoration of riparian buffers along an unnamed tributary to Maple Swamp. Eco Terra anticipates the total output to generate 292,000 BMUs, 215 lbs on Nitrogen offsets, and 52 lbs of Phosphorus offsets. The total easement area covers approximately 7.8 acres. Kingfield Buffer Mitigation Site I Jones County, NC This buffer mitigation Site is situated in Jones County, approximately 3.4 miles northeast of Trenton. It includes the restoration of a riparian corridor along a tributary to Musselshell Creek within the Trent River watershed. The restoration of Neuse riparian buffers and other riparian areas along the streams at the Site will help to reduce the stressors of sediment and nutrient inputs from conventional row crop agriculture and fecal coliform inputs from livestock. This project is being funded by the DMS and will ultimately generate 315,000 BMUs. Chinquapin Valley Buffer Mitigation Site I Jones County, NC The Chinquapin Valley Buffer Mitigation Site is located approximately nine miles northwest of Trenton in Jones County. This DMS funded project includes the restoration of a riparian corridor along Chinquapin Branch, a tributary within the Trent River watershed. Eco Terra will generate 328,555 BMUs for mitigation offsets associated with the Neuse River Basin. The easement covers approximately 8.2 acres in overall size. The goals of the project are to reduce sediment inputs and nutrient levels, improve terrestrial wildlife habitats, protect a riparian stream corridor in perpetuity. %°/ o erro_ Draft Prospectus—Alder Valley Mitigation Site 10 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Consultant Qualifications Eco Terra will utilize the services of two design consultants: VHB Engineering NC, P.C. and Soil, Water, and Environment Group, LLC. VHB Engineering NC, P.C. (VHB) is a full-service engineering, environmental, planning, and design firm providing services Contact Information throughout the eastern United States. VHB recently acquired Name: VHB Engineering NC, P.C. Ecological Engineering, LLP, a hydraulic engineering and Address: 940 Main Campus Drive, Raleigh, environmental consulting firm located in Cary, NC. Together, NC 27607 its combined staff provide complex mitigation design Contact Name: Heather Smith, LSS Contact Telephone: 979.754.5079 solutions for projects throughout the eastern US. VHB , Email: hsmith@vhb.com employs more than 1,600 professionals working from 30 locations along the east coast. Soil, Water, and Environment Group, LLC (SWE Group) has more than 20 years of experience in ecological restoration and mitigation banking. From the first private mitigation Sites in North Carolina, SWE staff has blazed the trail of ecological restoration across the state, providing expertise in ecosystem Contact Information services, design, permitting, planning, installation, Name: SWE Group, PLLC management, maintenance, and monitoring. SWE group staff Address: 3216 Byers Drive, Suite B, Raleigh, has experience with over two dozen mitigation projects and NC 27607 Sites in North Carolina and on the Atlantic coast including Contact Name: Scott Frederick, El, LSS projects restoring a variety of wetlands, streams, coastal Contact Telephone: 919.368.2029 estuaries, water resource buffers, nutrient offset forested \ Email: sjfrederick@swegrp.com buffers, and upland forest habitats. The following project examples are included to provide depth of experience. Ellington Branch Full Delivery Stream Restoration Project I Warren County, NC VHB's staff recently completed and successfully closed out this full delivery project in the upper Roanoke River Basin, in Warren County. It included 5,000 linear feet of Priority Level 1 and 2 restoration along Ellington Branch and one of its unnamed tributaries. Responsibilities included the recordation of a conservation easement, existing channel and topographic surveys, reference reach surveys, natural channel designs, hydraulic modeling, resource agency coordination, permitting, construction and construction management, buffer restoration, as- built plans, and five years of annual monitoring. Project goals were to decrease sedimentation, improve water quality and increase wildlife habitat via creation of a continuous wooded stream corridor, restoration of the two stream channels and restrict access to lands currently being utilized for pasture and cattle grazing. The approach to the project concentrated on removing existing sources of impairment, including livestock, and creating new, stable channels based on reference reach data. During project closeout, the results quantified that sediment inputs were reduced more than 96 percent on Ellington Branch and 98 percent along its unnamed tributary. Vegetation counts ecojterra_ Draft Prospectus—Alder Valley Mitigation Site 11 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC were well above the minimum per acre requirements and water quality showed observable improvements. Watts Stream, Wetland, and Buffer Restoration Project I Perquimans County, NC VHB recently completed and assisted with the closeout of this first order stream, non-riparian wetland, and upland buffer project with the DMS in Perquimans County, NC. This innovative project type was relatively new to existing mitigation requirements during its design phase in 2012. VHB designed the headwater channel without using a particular channel classification or layout. Little guidance was available during this phase and the project has been strictly monitored since implementation. The project goal was ecological uplift including the restoration of ecological function, the improvement of overall water quality and enhancement of native wildlife habitat. Three main components; stream, wetland, and buffer restoration, served as the dominant inputs for achieving this goal. VHB and DMS successfully closed out the project in October of 2020. As part of the overall scope, VHB's staff installed and monitored ground and surface water wells across the project Site to determine the water budget, completed all environmental reports and documentation, mitigation designs, construction drawings, erosion and sediment control plans, project manuals, and construction oversight. Charles Williams (Sandy Creek) Stream, Wetland, and Buffer Mitigation Project I Randolph County, NC VHB staff assisted with the closeout at this project Site located in northeastern Randolph County near the Town of Liberty. This design-bid-build project included approximately 2,000 linear feet of stream enhancement along an unnamed tributary of Sandy Creek, 15 acres of buffer enhancement, and two acres of wetland enhancement. Project implementation occurred during the 2010/2011 winter season. The goals were to reduce nutrient and sediment water quality stressors, provide for uplift in water quality functions, improve instream and wetland aquatic habitat, including riparian terrestrial habitat, and provide for greater overall instream and wetland habitat complexity and quality. The objectives were to exclude livestock in its entirety from the Conservation Easement area, install stream structures and plantings designed to maintain vertical stability, lateral stability, and habitat, revegetate and supplement those areas lacking suitable vegetation along the easement area, and rip the existing compacted soils throughout the areas void of woody vegetation. UT Altamahaw Stream and Buffer Enhancement Project I Alamance County, NC VHB staff recently completed monitoring efforts and a successful closeout of this Piedmont enhancement Site. The UT Altamahaw Creek Stream and Buffer Enhancement Site is located approximately 6.1 miles west-northwest of Burlington in Alamance County. Approximately 1,477 linear feet of perennial stream channel and 0.026 acres of jurisdictional wetlands were enhanced within the 3.6-acre easement area. Project implementation included supplemental riparian buffer planting under the mitigation category of stream enhancement (Level II), auxiliary spillway stabilization immediately outside of the easement area, and design of a modified level spreader to diffuse surface runoff in the vicinity of the existing stream crossing. In addition, the Alamance County Soil and Water Conservation District %°/ o�err o_ Draft Prospectus—Alder Valley Mitigation Site 12 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC also provided plans and construction oversight for enhancing the current stream crossing, adjacent pasture areas, fencing, and livestock watering facilities. The goals were to reduce nutrient and sediment water quality stressors, provide for uplift in water quality functions, improve instream and wetland aquatic habitat, including riparian terrestrial habitat and provide for greater overall instream and wetland habitat complexity and quality. One main component, stream enhancement, served as the dominant input for achieving this goal. Flat Swamp Neuse Riparian and Nutrient Offset Buffer Mitigation Site SWE Group developed and implemented the design and construction of the 386-acre parcel designated for Neuse riparian and nutrient offset buffer mitigation on behalf of the Site sponsors. At the time, SWE successfully worked with the NC Division of Water Quality (DWQ) in establishing the Site Parcel in the Flat Swamp Creek watershed within the US Geological Survey HUC 03020202 of the Neuse River Basin. The Site was successful, restoring Neuse riparian buffer vegetation and N nutrient offset buffer vegetation (identical to non-riparian wetland hardwood flat species), and improving water quality by reducing nutrients and sediment entering the headwaters of Flat Swamp Creek. The Site monitoring period ended on schedule providing approximately 20.3 acres of Neuse River Riparian Buffer credits and 763,455 lbs N offset credit. At the five year closeout, tree survival of 250,000 planted trees was over 90% with 687 trees/acre averaging 14 feet in height and two inches in diameter, making it one, if not the most successful restoration Sites in the State according to DWQ staff. Existing Conditions The Alder Valley Mitigation Site is situated along the east side of Moores Mill Road across from the Lake Winds Golf Course. Current land use within the proposed easement area consists of pasture with ongoing livestock rotation, row crops (currently in soybeans and adjacent corn) and an approximately ` ", f -'• -Y nine-acre irrigation pond (Figure 3). Land use west of the Site is residential with an embedded golf course while agricultural and forested lands surround the remaining portions of the area. The floodplain associated with the Flat River lies further to the east. The Site is accessed directly from Moores Mill Road. Site Facing west across the irrigation pond. UT 1 enters the conditions reflect land use concentrated to agricultural pond from the upper right side and UT 2 enters from management, including both livestock and row crops. the upper left side of the photo. These conditions are common throughout the entire parcel. The riparian areas associated with the Flat River are protected via the NC Land and Water Fund, formerly known as the Clean Water Management Trust Fund. This area directly abuts the downstream end of the proposed conservation easement. The Site occupies portions of the two main channels (UT 1 and UT 2) and the entire reaches of UTs 3 and 4. UTs 1 and 2 meet the parameters necessary for perennial classification. They converge at the ecojterra_ Draft Prospectus—Alder Valley Mitigation Site 13 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC irrigation pond and UT 1 continues downstream. UTs 3 and 4 are classified as intermittent channels and both empty into UT 2 upstream of the pond. Visual evidence of sediment and nutrient loading was observed within and immediately upstream of the pond. Further upstream, riparian areas with little to no forested buffer provide only meager riparian protection against current land use activities. Periodic sediment and nutrient-laden runoff freely enters the Project streams from areas within the proposed easement, including fecal coliform bacteria. Eco Terra reviewed historical data and discovered that land use has not changed in 50 years. Figures 4 and 5 depict the LIDAR imagery and an aerial photograph, respectively. The Flat River and its unnamed tributaries at and adjacent to the Alder Valley Site are defined as Water Supply III (WS-III) Nutrient Sensitive Waters (NSW) according the NC Department of Environmental Quality (NCDEQ). 14-Digit HUC Watershed Description and County Land Use The Project Site is within the Flat River watershed. This watershed is bounded by the Cities of Roxboro and Durham to the north and southwest, respectively, and Falls Lake to the southeast. It is considered rural with moderate amounts of farmland and forest. The Flat River is considered one of Lake Michie's (Durham's water supply) main tributaries. It also serves as a major source of water to Falls Lake, Raleigh's water supply. HUC 03020201010030 is identified as a Targeted Local Watershed by DEQ. The Flat River is monitored annually by the City of Durham and concern remains for elevated fecal coliform and sedimentation due to existing land use practices within the watershed. The watershed consists of a mixture of rural density residential, forest lands, and agricultural lands (both row crops and permitted animal operations). This portion of Durham County remains mostly undeveloped aside from the economically influenced areas expanding northward along US 501 from the City of Durham and southward from the City of Roxboro. The surrounding properties are mostly undeveloped with scattered residences along Moores Mill Road, with the exception of Lake Winds Golf Course, a developed golf community. Land k ��15M 0:44V--vr ry v } use on the property has been consistent for the past 50 k �� .� °, ; years. i r y, v S Durham County covers approximately 300 square miles Its census in 2010 revealed the sixth most populous f �� t ' county in North Carolina, at 267,587 people. It is estimated the County has experienced a nearly 20% = � � � population increase since the last census in 2000. The >r County Seat, Durham, is the largest populated area with small portions of its city limits extending into both a �} Wake and Orange Counties. , s ow #41 ' Soils and Geology -1.4! �� .__Y► a,.. The Site is located within the Natural Resource Facing downstream along UT 1 outside of the Project Conservation Service (NRCS) Major Land Resource Area Area. Note the presence of a boulder/cobble substrate (MLRA) 136 and the Piedmont physiographic province. indicative of the Carolina slate belt ecoregion. This area is underlain by metamorphic rocks ranging in %O/ eColterrO_ Draft Prospectus—Alder Valley Mitigation Site 14 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC age from the Later Proterozoic to Paleozoic Eras and is classified as the Carolina slate belt ecoregion. Lignum and Herndon silt loam, and Davidson clay loam are the dominant soils underlying the Project Area (Figure 6). Most soils mapped within the project area are considered prime farmland and are not subject to frequent flooding. The Lignum silt loam is an upland soil but is known to contain inclusions of Roanoke silt loam, a hydric soil. According to the USDA-NRCS, the Lignum soil series range in slope from zero to 15 percent, has a deep profile and is moderately to somewhat poorly drained with seasonally perched water tables. These soils are found in the heads of drainageways and have a very slow permeability due to mixed mineralogy. Herndon soils are found in uplands with slopes ranging from two to 25 percent. These very deep soils are well drained and have moderate permeability. Both Lignum and Herndon soils formed in residuum weathered from fine grained metavolcanic rocks. The Davidson soil series is found on gently sloping to moderately steep uplands with a slope ranging from two to 15 percent. These very deep soils are well drained and have moderate permeability. They weathered from dark colored rocks high in ferromagnesian minerals. Flat River Unnamed Tributaries This project provides both short and long-term ecological uplift to four UTs associated with the Flat River. Direct livestock access is currently unrestricted throughout portions of UT 2 and evidence of hoof shear, trampling, and compaction is present. Overall, sediment inputs and past human- alternations on all four of the channels have influenced bed material composition from cobble/gravel to sand, clay, and silt, as well as contributed to impacts with dimension, pattern, and profile geomorphology. Channel morphologies are characteristic of unstable stream channels and in most cases, nonexistent. Nutrient inputs have adversely affected aquatic fauna and riparian vegetation has been heavily manipulated by livestock and ongoing agricultural activities. Copies of stream classification forms for each tributary are provided in Appendix B. Historical aerial photography and current Site conditions reflect that both UT 1 and UT 2 have undergone extensive modifications. Although the irrigation pond is present in the 1981 aerial photograph, UT 1 appears to have altered during or following tree harvesting and influenced by past beaver activity creating in-channel dams, new flow patterns, and tree destruction. The upper reach of UT 2 appears to be a meandering channel with streamside wetlands. The reaches of the pond extend well upstream along both tributaries. UTs 3 and 4 are not visible due to photo clarity; however, wet signatures are present around both resources. Current photography depicts sediment laden material along UT 1 and UT 2 and both channels appear anastomosed within the headwater sections of the irrigation pond. UT 2 is straight, following a pathway that has been periodically maintained over many decades. Preliminary channel measurements were taken along UTs 1 and 2. These measurements only depict conditions at the time of survey and are not tied into any survey grids or networks. %°/ o�err o_ Draft Prospectus—Alder Valley Mitigation Site 15 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Unnamed Tributary 1 -Reach 1 �i -� �" .:' . Reach 1 along UT 1 enters the northern portion of the . ` = Site via a 60-inch corrugated metal pipe under Moores w ._= ,� _ a Mill Road. The pipe is perched approximately 1 foot at ,P �� {.` its downstream (or eastern) invert. Although the pipe �` 4 was dry at the time of the field reconnaissance, - - ' : �+ � � �' evidence of hydrology was observed within the ` '� ''T - .. structure. The UT 1 channel exhibited standing water y from the pipe invert to the wetland fringe associated r ffi� with the downstream irrigation pond. This channel N E 3 Vim` Q, °,, r appeared to have been previously widened and bank �� " _ ;,. height ratios average between 1.5 and 2.0. The channel �''. r �; ► x=, ''' �' classifies as a Rosgen "G5" stream type based on its Facing west at the upper portion of UT 1 at Moores degree of entrenchment and high width/depth ratios. It Mill Road. Note the perched culvert. exhibits very little bedform and receives only meager protection from stream.side vegetation. Vegetation is herbaceous and kept in a low state of natural succession. Upstream of Project Area, the tributary originates via multiple headwater streams within the Lake Winds Golf Course community. One large pond (named Bollinger Pond) exists within the watershed. This pond appears to cover more than 10 acres in size and likely serves as one of.the main focus points at the golf course. Approximately 300 linear feet of channel exist between Moores Mill Road and the emergent wetland community associated with the irrigation pond. Once the channel reaches this transition zone, it becomes part of the pond. ;,;- a The length of channel through this zone is , 5; Y y; approximately 350 linear feet. The channel ��. X � �� �_#,�. remains visible but lacks bed and bank and 7 most other attributes associated with natural G e r 0 � ' ' stream channels. The distance from the pond ;� V ' fringe to the dam is approximately 1,000 feet, =; 1 �, ' � < ; k which also includes the confluence with Unnamed Tributary 2. Pond depths are Facing east along UT 1 between Moores Mill Road and assumed to be between six and 10 feet with an the farm pond. unknown depth of sediment. 16.0 ecojterro_ Draft Prospectus-Alder Valley Mitigation Site 16 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Irrigation Pond The irrigation pond covers approximately 8.7 acres in total area and is situated at the confluence of the main tributaries. During the visual reconnaissance, water was stained but relatively clear. A wetland fringe was observed around the pond's edge. Evidence of sediment deposition was noted in the transition zones 441 ' � z of both tributaries. The pond dam, located along the northeast perimeter of the water body, is intact. Its estimated vertical height along the backslope is 4 between 10 and 15 feet. Recent maintenance activities ; � r ' 5 were observed, including the possible addition of a �` � , ,;Y3 Y` second standpipe or drainage conduit. The dam Area of scour along the existing pond dam. averages a top width of approximately 15 feet. One area of scour/ erosion was observed, limiting the top width to as narrow as eight feet. Unnamed Tributary 1 -Reach 2 Downstream of the pond, this lower reach of UT 1 appears to be perennial in classification. It flows in an easterly direction before turning southeast towards the Flat River. Approximately 400 linear feet of channel transects the Project Area before the tributary enters the forested area, associated with NC Land and Water managed property. Eco Terra ends the proposed easement at this location. Once within the forested area, the tributary i flows another 3,000 feet before emptying into `\ ' « the Flat River. f) 1 '7" Morphological characteristics along the UT 1 •. re�*s. yi, aaY¢4 '�� � F. "�fi`v, � ,'' Reach 2 channel have been severely impacted • throughout the Project Area as a result of ongoing maintenance activities associated - r with current land use protocols. Bed and bank ti are sporadic and multiple outfalls were observed along the downstream edge of the ". pond dam. The valley is more confined and the channel appears more as a depressional wetland compared to the downstream Facing upstream and west along UT 1 Reach 2 from the downstream end of the Project Area. characteristics (wooded and more natural in appearance). The substrate is composed of gravel and smaller particles. This changes once the channel leaves the Project Area to natural cobbles and boulders, which dominate the bedform material. ecOlterro_ Draft Prospectus—Alder Valley Mitigation Site 17 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Unnamed Tributary 2—Reach 1 „ 1 This perennial tributary enters the Project Site via a 24 : inch concrete pipe under Moores Mill Road. The downstream invert of this pipe was even with the4. Yr * • existing stream bed. Overall, the channel is slightly ' entrenched exhibiting very little to no bedformtcort. 1 variability and evidence of unrestricted livestock access ,' is common. Incision, or down-cutting, is common along . ' ' � ti yam. - t :.Y the upper portion of this reach and bank height ratios • ` s 7 - :No(' average between 1.5 and 2.0. These ratios decrease with y r • ;�' � length; however, the channel remains unstable ';b �� �'� throughout its reach. The G5 stream classification �i` : r��' g .:.; remains consistent along the upper portion of the Facing downstream along UT 2 Reach 1. Note the channel. With a watershed size of more than 100 acres, trapezoidal channel and lack of buffer vegetation. the tributary is fully capable of providing a direct source of sediment and fecal coliform to the Flat River. If left untreated, these stressors will continue to have a detrimental impact on downstream water quality, including two designated Critical Areas established by the US Fish and Wildlife Service. The overall slope of the channel is less than one percent. Although minimal buffer vegetation does exist along portions of the reach, it is very narrow in overall width with little diversity. Species observed were red maple (Acer rubrum), sugarberry or hackberry (Celtis laevigata), willow oak (Quercus phellos), sycamore (Platanus occidentalis), eastern red cedar (Juniperus virginiana), persimmon (Diospyros virginiana), tulip poplar (Liriodendron tulipifera), and black walnut (Juglans nigra). In addition, non-native species including multiflora rose (Rosa multiflora) and privet (Ligustrum sinense) were also noted. Multiple seeps and short tributaries provide additional inputs to the channel. Although canopy vegetation does sporadically exist, these areas are not considered when comparing on-site resources with a "closed" canopy. Where overstory canopy is present, the understory of these areas is sparse. The remainder of the buffer is open, consisting primarily of ,.a herbaceous vegetation. The limited buffers alongReach i gk.1 provide little protection from mass wasting and lack "-F n_ any means for nutrient uptake or removal due to their limited area and composition. , Preliminary stream data information ascertained as part • - :: r:� of this proposal effort, denotes characteristics consistent i' with the Rosgen "G5" stream channel conditions. Facing upstream along UT 2 Reach 1 at a transitional Bankfull width-depth ratios are less than 12 and area between open field and limited buffer. entrenchment ratios exceed 2.0. Bank height ratios ecojterro_ Draft Prospectus—Alder Valley Mitigation Site 18 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC averaged between 1.5 and 2.0 in the upper portion of this reach and decreased as channel slope flattened. Anthropogenic site disturbance and periodic vegetation maintenance is obvious along this reach. Unnamed Tributary 2 -Reach 2 .1111111111111111111111111111 The second reach of the UT 2 channel has been severely impacted by disturbance. Approximately 440 - linear feet of this channel was potentially altered during , or following tree harvesting. Eco Terra has elected to _ .if keep this portion of channel within the Project Area fig' s �" � �` and conduct restoration activities (without the pursuit ' "�� � •of credits) to ensure that both Reach 1, portions of z t u Reach 2, and Reach 3 are connected and part of a single project approach. The lack of bed and bank hti features disqualified any attempts to determine the channel classification. Currently, only herbaceous Facingdownstream alongthe channelized and vegetation remains within the buffer and this is g recently mowed section of UT 2. maintained on a periodic basis. This section of channel provides a vital linkage between the upstream single thread and the existing irrigation pond. Unnamed Tributary 2—Reach 3 This reach begins downstream of the disturbance along Reach 2 and continues into the impoundment to its confluence with UT 1. The reach is impacted by backwater from the pond and is currently inundated beneath the surface waters present. More information pertaining to the pond is discussed in an earlier subsection. Alder Valley Wetland Complex The wetland complex associated with the Alder Valley Mitigation Site is separated into two distinct categories: Headwater Forest and Floodplain Pool per the NC Wetland Assessment Methodology (NCWAM). Headwater Forest wetlands are riparian wetlands that receive hydrology from overbank flooding. These wetlands are typically located within small stream floodplain areas. In some circumstances, they also receive groundwater from underlying conditions that result in additional seepage. The other category consists of emergent conditions that are either permanently or frequently inundated. Floodplain Pool wetlands generally occur along the fringes of a water feature and receive hydrology based on the water elevation set at the standpipe or drain along the dam. Four riparian wetland areas were discovered adjacent to the UT 2 Reach 1 channel. One additional riparian wetland was identified along UT 2 Reach 3. All five of the Headwater Forest wetlands were in poor condition due to current land use activities. The two Floodplain Pool wetlands were observed in the transition areas from stream channel to open water. For the naming convention, each wetland area has been assigned a letter combination (i.e., WA, WB, WC, etc.). Wetland data forms are provided in Appendix B. eCojerrO_ Draft Prospectus—Alder Valley Mitigation Site 19 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Riparian Wetlands (degraded Headwater Forest) Wetlands A, B, and C (WA, WB, and WC) are situated , ate,. _ along the south side of the UT 2 channel within the portion of stream identified as Reach A. These wetlands have been impacted from both past and current land use activities, but still exhibit wetland hydrology, hydrophytic vegetation, and hydric soils. Wetland A, or WA, is visible from Moores Mill Road. n This riparian wetland is dominated by herbaceous vegetation including, but not limited to soft rush E 1 (Juncus effusus) sedge (Carex spp.) smartweed " (Polygonum sp.), mint (Mentha sp.), and Japanese stilt grass (Microstegium vimineum). Saturation was observed at or near the soil surface. Clayey soils Facing east towards Wetland A. UT 2 Reach 1 is to the left of dominate the upper profile. Although heavily impacted the photo. by livestock and periodic mowing, Wetland A maintains a visible nexus with UT 2 Reach 1 via UT 3. This intermittent channel was flowing during the Site reconnaissance and exhibits typical flow regimes. Wetland B (WB) is located immediately east of WA. Similar in landscape function and setting, this wetland exhibits a more diverse vegetative composition. Willow oak, tag alder (Alnus serrulata), sweetgum (Liquidambar styraciflua), and black willow (Salix nigra) serve as canopy/ understory components. 1 F ► +j ��s ,y a, Coupled with jewelweed (Impatiens capensis), mint, "ik\► ,1 ' '' "i �.' smartweed, soft rush, sedge, and false stinging nettle t ,•-'Y ¢.'t ' • the vegetative diversityis high � �s (Boehmeria cylindrica), g g ,�' despite the degraded appearance and function. In F � l �� " ;' k p g p p , ► 1 �� addition, multiple stems of non-native species were also rl • �' observed. These included specimens of multiflora rose y" = •' .' and Japanese stilt grass. Hydrology is very similar to WA except that there is not a defined stream channel ri '1 ^ h ..� �. • •f connecting this feature with UT 2. This depression is _ - , � _ .� �-•=::.-.;+-= 3,.1:.• ...,,,:=•-='.Rs.?�.�, also dominated byclayey soils. r '= x'"` Wetland C (WC) is along the southern side of UT 2. ;,• Located downstream of WA and WB, this wetland is dominated by tag alder. Other species present are Facing northeast from within Wetland C. willow oak, sweetgum, black willow,jewelweed, and Japanese stilt grass. UT 4 serves as a nexus connecting this wetland area to UT 2. Saturation is at or near the soil surface throughout the feature. Wetland D, or WD, is situated northwest of UT 2 within the existing cattle pasture. The vegetation composition is entirely herbaceous and consists of ironweed (Vernonia sp.), soft rush, sedge, and smartweed. Other attributes include hydrology within six inches of the soil surface, wetland drainage patterns, oxidized rhizospheres, and consistency with the F3 hydric soil indicator (depleted matrix). eCojterra- Draft Prospectus—Alder Valley Mitigation Site 20 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Wetlands E (WE) and G (WG) are both emergent in appearance and function and are situated along the upper portion of the irrigation pond along UT 2 and UT 1, respectively. The hydrology of these wetlands is dependent on the water level of the pond. Aster (Aster sp.), ironweed, smartweed, tear-thumb (Persicaria sp.), false stinging nettle,jewelweed, soft rush, and an occasional stem of black willow are present. Their soils !` :;;':.:'_t- are clayey with saturation at or near the surface. s = Wetland F (WF) is the fifth riparian wetland. It is located • �' ` ` 7;•' .; alongthe west side of UT 2 Reach 2. Dominant yr vegetation includes soft rush, smartweed, sedge, spike 1 rush (Eleocharis sp.), ironweed, and fescue (Festuca sp.). Facing northeast at Wetland D. Documented Cultural Resources The NC State Historic Preservation Office's (SHPO) online mapping resource was reviewed to determine the presence of known historic resources at or near the Project Site. According to the database, there are no resources on the property that are associated with the Project. There are however, ten historical resources and one historic district within one mile of the Project (Figure 7). Based on available data, at least three of these resources have disappeared since their surveys. Cultural Resources Noted Within One Mile of the Proposed Project Area: 1. DH1783 Hill Forest Log Houses (Study List: 1988). Located along State Forest Road approximately one mile southeast of the Project Site. The resource has three circa 1933-1935 rustic log cottages. 2. DH2528 Quail Roost (Study List: 1988). This Site is situated near the corner of US 501 and Quail Roost Farm Road approximately one mile south of the Project Site. 3. DH2529 Quail Roost Barn Complex (Surveyed Only). Located along US 501 approximately one mile south of the Project Site. 4. DH25556 Rougemont Village Historic District (Study List): Located along Red Mountain Road approximately one mile northwest of the Project Site. Includes multiple homes, structures, etc. 5. DH2114 JJ Thacker House (Study List: 1988). Located along Red Mountain Road approximately one mile northwest of the Project Site. Included as part of the Rougemont Village Historic District 6. DH1806 James Young House (Surveyed Only). Located at the Red Mountain Road/ Quarterhorse Run intersection approximately one mile northwest of the Project Site. 7. DH1766 Holtkamp House (Surveyed Only). Located along Red Mountain Road approximately one mile northwest of the Project Site. 8. DH2293 Thom's House (approximate Site) (Surveyed Only). Located along Red Mountain Road approximately one mile northwest of the Project Site. 9. DH2202 Bowling Toms House— gone (Surveyed Only). Located near the Red Mountain Road/ Moores Mill Road intersection approximately one mile north of the Project Site. eCojerrO_ Draft Prospectus—Alder Valley Mitigation Site 21 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC 10. DH2530 Red Mountain Post Office- gone (Surveyed Only). Located along Red Mountain Road approximately one mile north of the Project Site. 11. DH2195 Bowling Mill aka. Red Mountain Mill -gone (Study List:1986). Located along Red Mountain Road approximately one mile northeast of the Project Site. Structure included a 19th Century grist mill. Protected Species The US Fish and Wildlife Service Information for Planning and Consultation Species List dated October 5, 2021 identifies five federally listed species under the Endangered Species Act as potentially occurring at or near the Project location in Durham County (Table 4). According to the NC Natural Heritage Program (NCNHP) Data Explorer Report (dated October 2021), there are two occurrences of federally listed species within one mile of the Project Site. These include the Atlantic pigtoe and the Neuse River waterdog, both aquatic species. Critical Habitats have been established for both species along the Flat River. These habitats do not extend into the Project Area. As part of Task 1, a concurrence request will be submitted to the USFWS Raleigh Field Office. Table 4: Federally Listed Species Potentially Occurring in Durham County Scientific Name Common Name Federal Status* Suitable Habitat Fusconaia masoni Atlantic pigtoe PT No Echinacea laevigata Smooth coneflower E Yes Necturus lewisi Neuse River waterdog T No Noturus furiosus Carolina madtom E No Rhus michauxii Michaux's sumac E Yes * E- Endangered,T-Threatened, PT-Proposed Threatened Airports There are no public airports within five miles of the Project Site. The closest airport is west of US 501, approximately six miles northwest of the Site. It is identified as The Raleigh Regional Airport at Person County. Adjacent and Proximal Planning Elements The NC Natural Heritage Program data explorer identifies multiple managed and natural areas within a five-mile radius of the Project Site (Figure 8). Closer to, and within one mile of the Project Site, seven managed areas and two naturals area exist. None of these are within the proposed conservation easement; however, several are in very close proximity. These include: • Managed Area: NC Land and Water Fund Project (NC DNCR, NCLWF) ID 3532, 948.38 acres. Located on the parent property and downstream (east) of the Project Site. • Managed Area: Farm and Ranch Lands Protection Program (USDA NRCS) Project ID 11350, 872.67 acres. Located on the parent property and outside of the Project Site. • Managed Area: Durham County Easement (Durham County) ID 11782, 923.07 acres. Located on the parent property and allows for extractive use. eCojerrO_ Draft Prospectus-Alder Valley Mitigation Site 22 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC • Managed Area: Hill Demonstration Forest (NC State University) ID 119, 2,427.8 acres. Borders parent property to the east. • Managed Area: Hill Forest/ Flat River Dedicated Nature Preserve (NC State University) ID 630, 149.22 acres. Situated along the Flat The US Fish and River, adjacent to the parent property. Wildlife Service has Managed Area: Critical Habitat— Neuse River Waterdog (USFWS), established Critical • 2,605.61 acres. Situated along the Flat River, adjacent to the Habitat Areas for parent property. two aquatic species in Managed Area: NEU/Flat River Aquatic Habitat (PW), 265.02 the Flat River, • acres. Situated along the Flat River, adjacent to the parent immediately property. downstream of the Natural Area: Flat River Slopes above Lake Michie (local, NCSU, Site. • private), 2,504.27. Located on parent property. • Natural Area: Eno-New Hope Wildlife Habitat Connectivity (undefined). Includes the parent property. Other Site Constraints According to Federal Emergency Management Agency maps, no floodplains occur at or immediately outside of the proposed conservation area. There are no other known constraints with the Site. Project Development Once all restoration and enhancement amounts have been converted to Mitigation Units, the Alder Valley Mitigation Site proposes to generate up to 4,540 SMUs, 945,700 BMUs, 0.3 WMUs, and 993,000 Nutrient Offset Credits (51,816 lbs N/ 3,337 lbs P). These credits were derived based on the following criteria and further defined in Table 5. Although wetland communities exist within the Site, no credits will be generated as a result of enhancement activities. Credit generation in these areas will be covered under the BMU category. %0/ eoUterra_ Draft Prospectus—Alder Valley Mitigation Site 23 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Resource Parameter Metric Notes Includes dimension, pattern, and profile. Based on linear Restoration 1:1 Ratio footage calculated along the thalweg. Streams Enhancement II 2.5:1 Ratio Includes one of the three attributes mentioned above. Based on linear footage calculated along the thalweg. Includes establishment of the buffer area, planting, invasive Riparian Restoration 1:1 Ratio species control, and fencing, where applicable.Values are Buffers measured in square feet. Hydrology and hydric soils are present. Uplift is proposed by Wetlands Enhancement N/A removing the sources causing impairment and planting native vegetation. Includes establishment of the buffer area, planting, invasive Nutrient species control, and fencing, where applicable.Values are Offset Restoration 1:1 Ratio measured in square feet. Specific amounts were determined using DWR's Credit Calculation Tool v3 2020-08-03 file. Table 5:AVMS Proposed Mitigation Credits BMUs Nutrient Offset (Ibs) Stream Reach Mitigation Approach SMUs 2 0-100 ft 100-200 ft UT 1 - 1 Restoration 1,291 258,400 258,400 UT 1 -2 Restoration 907 181,400 181,400 UT 2—1 Restoration 1,170 234,200 234,200 UT 2—2 Restoration 0** 47,300 94,600 UT 2-3 Restoration 1,122 224,400 224,400 UT 3 Enhancement II 26 - - UT 4 Enhancement II 24 - - Totals 4,540 945,700 993,000 (51,816 lbs N. 3,337 lbs P) SMU—Stream Mitigation Unit, BMU—Buffer Mitigation Unit ** No SMU or BMU credit amounts in the 0-50' buffer area were generated along UT 2 Reach 2 due to a potential site alteration.These areas will be restored under good faith. }/ ecO,jterra. Draft Prospectus—Alder Valley Mitigation Site 24 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Stream Restoration/Enhancement Approach Stream restoration efforts (channel dimension, pattern, and profile) are proposed along the entire UT 1 and UT 2 channels. Restoration will be accomplished through a combination of analytical and analog and/or reference reach-based design methods. The result will be Priority Level I stream restoration, that reconnects the existing channels with their associated floodplains once bankfull discharges occur. The cross-section geometry, planform, and profile will be modified to restore appropriate capacity and sinuosity to the channelized streams. The Priority Level I stream restoration will incorporate the design of single-thread, meandering channels with parameters based on data taken from nearby reference Sites, empirical relationships, and NC Rural Piedmont Regional Curves. Eco Terra estimates that up to 4, 490 linear feet of stream channel will be reconstructed. Stream Enhancement Level II activities are proposed along UTs 3 and 4. Due to the limited length of both channels, this level of enhancement provides the best opportunity for success without additional risk. These activities will incorporate efforts to change at least one of the parameters (channel dimension, pattern, or profile) while also restricting livestock access, revegetating the area, and treating for non-native vegetation. Eco Terra estimates that up to 125 linear feet of stream channel will be uplifted via the implementation of Ell design methodologies. Current stream conditions demonstrate significant degradation with varying degrees of incision or entrenchment as a result of historic straightening and channelization performed to promote both livestock and agricultural-based management. Surveyed cross sections indicate significant Site instability throughout the restoration reaches. To address the incision caused by channelization, the proposed restoration design will incorporate raised bed elevations. Conceptual designs are provided in Figure 9 and a proposed stream morphology table is provided in Table 6. No riparian buffers currently exist along UT 1 and those associated with UT 2 are very narrow with limited species variability. The Alder Valley Site design approach will begin with a thorough study of existing conditions, including the Site's streams and ditches, valleys, and watershed. Design parameters, including active channel, habitat, and floodplain features, will be developed from analysis of suitable reference streams and data gleaned from other existing Sites. Other empirical data sets such as the applicable reference reach databases may be used to verify design parameters. Analytical design techniques will be an important element of the project and will be used to determine the design discharge and verify the design. It is anticipated that months prior to the construction, the existing pond dam will be breached and slowly dewatered according to the NC Division of Energy, Mineral, and Land Resources' (NCDEMLR) guidance. The area will be dewatered before any work with pond sediment is conducted. Once the area is deemed dry enough by the engineer to initiate earthwork, the dam will be removed. If the material excavated is deemed suitable (via sediment testing) for reuse in the grading operation, it will be stockpiled for future use. If the material is not suitable, the contractor will be required to remove the material in its entirety from the Project Area. Any residual sediments will be excavated to native ground, spread, and stabilized with an appropriate seed mix within the limits of the Project Site. If remaining saturated residual sediments are present, they will be stockpiled in loose lifts and %°/ rem erro_ Draft Prospectus—Alder Valley Mitigation Site 25 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC allowed to dry prior to reuse. This method will ultimately reduce the potential for unnecessary sediment runoff and/or sloughing. The Mitigation Plan will detail plans, sequence of construction, and any special notes regarding implementation. All work will be in accordance with the approved Sediment and Erosion Control plan and other required permit conditions. Table 6:AVMS Stream Morphological Table—Proposed Conditions* Parameter UT 1 R1 UT 1 R2 UT 2 R1 UT R32 & UT 3 &4 Cross-Sect.Area,Abkf -9-11 -15-17 -5-8 -8-11 -1-2 (ft2) Width,Wbkf(ft) TBD TBD TBD TBD TBD Width/Depth Ratio, >12 >12 >12 >12 >12 LES W/D Mean Depth, Dmean (ft) TBD TBD TBD TBD TBD Channel Slope, S (%) 0.5 0.5 0.5 0.5 0.5 0 v Stream Type(Rosgen) C5 C5 C5 C5 C5 v, 0 0- Bank Height Ratio, BHR 1.0 1.0 1.0 1.0 1.0 Velocity(ft/s) -0.5 -0.5 -0.5 -0.5 -0.5 Discharge(ft3/s) -5 -5 -5 -5 -5 Entrenchment Ratio >2.2 >2.2 >2.2 >2.2 >2.2 Note: Stream data and all ratios are based on assumed elevations and limited survey.This data is for comparison purposes only.Comprehensive data will be incorporated once stream surveys have been completed and designs are prepared. NA: Portions of the existing channels have been altered to the extent that measurements were not feasible due to lack of bedform and Site and/or inundation (ponding). TBD: To Be Determined.Comprehensive data will be incorporated once stream surveys have been completed and designs are prepared. Engineering analyses will be performed using various hydrologic and hydraulic models to verify the reference reach/analog-based designs. It is anticipated that a combination of methods (including HEC-HMS, Hydraflow Hydrographs, and flood frequency analysis) will be used to calculate flows received by the channel for bankfull and other significant storm events. A HEC-RAS model will then be used to simulate water surface elevations of flows generated by the hydrologic analysis. The development of the HEC models is an important component to the design; therefore, model input parameters are field verified when possible. Design parameters developed through the analyses of reference reach data and hydrologic and hydraulic modeling will be confirmed using the Stable Channel Design function and/or the Sediment Transport Analysis components within HEC-RAS. While stream designs will be verified by simulations of hydrology and fluvial processes, analogs of desirable habitat features will be derived from reference sites and integrated into the project design. Both in-stream and riparian habitat features will be designed. In-stream woody and rock-based structures such as constructed riffles, log vanes, and rock cross vanes will be used, as necessary, throughout the project to act as grade control and for Site stabilization by dissipating and redirecting the stream's energy. Site stability will be enhanced further through the installation of eCojerrO_ Draft Prospectus-Alder Valley Mitigation Site 26 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC brush mattresses and cuttings consisting of species such as silky willow (Salix sericea) and silky dogwood (Corpus amomum). In-stream habitat is highly dependent on available cover and organic material. A quantitative habitat assessment method will be used to measure type, location, and quantity of habitat in the reference streams. During design, the habitat assessment results will be scaled appropriately to the design parameters, and habitat features will be placed in the restored channels to mimic reference conditions. This process provides a natural channel design that addresses aquatic function in addition to stability. Sections of abandoned UT 1 and UT 2 stream channels will be backfilled with material excavated from the new channels to the elevation of the floodplain in areas adjacent to the new channel. The floodplain will be planted with native species creating a vegetated buffer, which will provide numerous water quality and ecological benefits. Species selection for re-vegetation of the riparian buffer will consist of those identified during the reference survey and additional species suggested by Schafale (2012) for the Mesic Mixed Forest and Piedmont Bottomland Hardwood Forest communities. Conceptual species are listed in Table 7. Stream Sites will be stabilized using a combination of erosion control matting, bare-root plantings, soil bio-engineering techniques, structure placement, live stakes and sod transplants, where possible. The stream and adjacent riparian areas will be protected by a minimum 50-foot permanent conservation easement on each side of the stream, although actual buffer easement widths may range near 400 feet. Table 7: Conceptual Planting Plan Scientific Name Common Name Stratum Forest Type Asimina triloba Paw paw Understory BHF Carpinus caroliniana Ironwood Understory BHF Carya ovata Shagbark Hickory Canopy BHF Celtis laevigata Hackberry Canopy BHF Fagus grandifolia American beech Canopy MMF Ilex opaca American holly Understory MMF, BHF Liriodendron tulipifera Tulip poplar Canopy MMF, BHF Ostrya virginiana American hophornbeam Canopy MMF Quercus alba White oak Canopy MMF, BHF Quercus michauxii Swamp chestnut oak Canopy BHF Quercus pagoda Cherrybark oak Canopy BHF Quercus rubra Northern red oak Canopy MMF Ulmus americana American elm Canopy BHF Forest Type: MMF—Mesic Mixed Forest, BHF—Bottomland Hardwood Forest Note:Actual species will be based on reference community composition and available supply. When these components are combined, a highly functioning low gradient gravel channel with diverse habitats will be established. According to Stream Mitigation Guidelines (2003) published by the USACE, the US Environmental Protection Agency, the NC Wildlife Resources Commission, and eCojerra_ Draft Prospectus—Alder Valley Mitigation Site 27 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC the NC Department of Environmental Quality, the proposed restoration will meet the guidelines of stream restoration and will be subject to a mitigation ratio of 1:1. The project will also follow the IRT Stream and Wetland Compensatory Mitigation Update (2016). Riparian Buffer Approach The restoration of the riparian buffers along the Project streams aims to reduce the main stressors of sediment and nutrient inputs. The Project will provide ecological uplift by planting and ultimately establishing a riparian buffer corridor along the Project streams. The corridor will be planted at a density suitable to meet the requirements for buffer mitigation stated in the Consolidated Buffer Mitigation Rule 15A NCAC 02B. 0295 (CBMR). The restored riparian buffer will reduce the amount of sediment and nutrients that are entering the Project streams by restoring up to 993,000 square feet of riparian buffer. The Project will be implemented in a DMS identified TLW and will meet and exceed the goal of targeted implementation of projects under the Buffer programs. This approach will help enhance water quality on a watershed level by concentrating projects within targeted areas. The revegetation plan for the buffer restoration area will include permanent seeding, planting bare root trees, and treatment of invasive plant species (as necessary). The planting will consist of a minimum of four native hardwood tree species. Two planting zones will be established, one for the areas receiving periodic overbank flows and the other for the upland areas. The specific tree species chosen will depend on availability at the time of planting and will be detailed in the Mitigation Plan. The restored Neuse River riparian buffer area will be protected with a conservation easement extending up to 200 feet outward on either side of the channel from the top of the restored stream bank. Wetland Enhancement Approach (No Credit Generation) According to the NC Wetland Assessment Method (NCWAM), the five riparian wetlands are classified as Headwater Forest wetlands. The two emergent wetlands fall under the Floodplain Pool classification. The Headwater Forest (NCWAM) wetland complex will be enhanced through revegetation and removal of livestock. Because credit is being generated for riparian buffer and nutrient offset, no credits will be offered as part of this Project. Once the pond dam is breached, the existing Floodplain Pool wetlands will likely loose hydrology. Minor grading, no deeper than six inches may occur in areas with compacted soils or highly disturbed areas from past agricultural activities that are shown during a detailed topographic survey. These areas will be planted with native hardwood trees to promote the growth of vegetation typically found in a Piedmont Bottomland Hardwood (Schafale, M.P., 2012) Site Preparation and Stabilization All disturbed areas will be stabilized to prevent erosion. To provide a rapid herbaceous cover, planting of a temporary seed mix will be implemented, as required by the NCDEMLR. All disturbed areas within the buffer will receive an appropriate permanent riparian seed mix (Table 8). eCojerrO_ Draft Prospectus-Alder Valley Mitigation Site 28 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Table 8: Conceptual Seed Mixes Common Application Scientific Name Common Name Scientific Name Name Period Permanent Cover Temporary Cover Agrostis perennans Autumn bentgrass Hordeum sp. Barley Winter Andropogon gerardii Big bluestem Secale cereal Winter rye Winter Coreopsis lanceolata Lanceleaf coreopsis Panicum ramosum Browntop millet Summer Elymus virginicus Virginia wildrye Pennisetum glaucum Pearl millet Summer Panicum virgatum Switchgrass Sorghum bicolor Sudangrass Summer Rudbeckia hirta Black-eyed susan Setaria italica German foxtail Winter millet Schizachyrium scoparium Little bluestem Sorghastrum nutans I Indian grass Tripsacum dactyloides Eastern gammagrass Marking and Protecting of Easement Boundary The easement boundary will be protected in perpetuity. It has been agreed upon by the landowners and provides adequate protection for all resources proposed as part of the Project. The easement has been strategically located to connect adjacent natural habitats and extend wildlife corridors throughout the Project Site and surrounding areas. Marking and protecting of the easement boundary will utilize various methods depending upon the existing land use. All easement areas will utilize rebar on all corners with aluminum survey caps. All livestock areas will be fenced with a minimum of five strands of barbed wire or woven wire including at least one strand of barbed wire. Conservation easement signs will be posted at all corners, gates, access points, and at 200-foot intervals. Project Ecological Uplift The restoration streams and enhancement of existing wetlands at the Project Site will help reduce the potential of sediment and nutrient inputs from reaching the Flat River. A Conservation Easement will protect the Site in perpetuity. Ecological uplift will be achieved by restoring stream channels to a natural dimension, pattern, and profile and enhancing riparian wetland vegetation with appropriate species. With the ultimate conversion of land use from agricultural to forest, an intact riparian ecosystem will be created similar to other stable systems along the Flat River. The Flat River is currently identified as a Critical Area for two freshwater mussel species. It also serves as one of the main sources for Falls Lake, Raleigh's drinking water supply. It is imperative that this watershed and inherent natural resources be protected to the maximum extent practicable. The Site will be planted at a density suitable to meet requirements for stream, wetland, and buffer mitigation according to current US Army Corps of Engineers and NC Division of Water Resources guidance. This project will address multiple goals set forth by the State for the protection of aquatic and natural resources. Table 9 summarizes the proposed ecological uplift provided by the Project. %0/ eoUterra_ Draft Prospectus—Alder Valley Mitigation Site 29 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Table 9: Proposed Ecological Uplift Activity Goal Addressed Uplift Improve water quality by reestablishing the connections Stream Reduce nutrient and sediment between the stream channels and their floodplains. This Restoration & inputs; Increase dissolved oxygen; increases retention time on-Site for the filtering of Enhancement Improve hydrologic connection sediment and nutrients prior to flows reaching their receiving waters Improve water quality by allowing diffuse flow from surrounding cattle pasture to filter through a vegetated Reduce nutrient and sediment Riparian Buffer inputs; Runoff infiltration; riparian buffer and forested wetland. This increases Restoration Restoration of habitats retention time on-Site for sediment, nutrients, and fecal coliform to settle or be absorbed. The vegetated buffer will provide wildlife habitat with a native food source. Reduce nutrient, sediment,and fecal Improve water quality by allowing diffuse flow from Planting stream- coliform reduction by restoring surrounding cattle pasture to filter through a vegetated riparian buffers riparian buffer and forested wetland.This increased runoff side locations AND retention time in the vegetated buffer allows sediment, with native Enhance/restore wetlands nutrients, and fecal coliform to settle out or be absorbed. hardwood trees AND Restore terrestrial habitats The vegetated buffer will provide wildlife habitat with a native food source. Enhance existing Improve water quality by increasing time water spends in degraded the wetland before it reaches the Flat River. In addition, wetlands Enhance wetlands via vegetation the restoration of stream channels will allow for the establishment (secondary hydrologic reconnection to the floodplain during bankfull benefit) events. Recording a Improve water quality by focusing project implementation conservation Protect project in perpetuity in targeted areas to increase the density of projects. easement. Success Criteria The success of the planted vegetation, wetland hydrology, and integrity of the easement boundary will be monitored on a yearly basis for a minimum of seven years to determine overall project success and the expected ecological uplift described in the Project Development Section. The success criteria for the Alder Valley Site will follow current accepted and approved success criteria presented in the USACE Stream Mitigation Guidelines, IRT requirements, and any subsequent guidance. Specific success criteria components are presented below. Monitoring reports will be prepared annually and submitted to the IRT. �fI eCojerra_ Draft Prospectus—Alder Valley Mitigation Site 30 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC As-Built Survey An as-built survey will be conducted following construction to document channel size, condition, and location, as well as buffer elevations. The survey will include plan views, dimension and longitudinal profile data to compare with future geomorphic data. Visual Monitoring Visual monitoring of all mitigation areas will be conducted a minimum of twice per monitoring year by qualified individuals. The visual assessments will include vegetation density, vigor, invasive species, and easement encroachments. Visual assessments of ditch plug stability will occur. Digital images will be recorded at fixed representative locations during each monitoring event; any noted problem areas or areas of concern will also be photographed and mapped. Results of visual monitoring will be presented in a plan view exhibit with a brief description of problem areas and digital images. Photographs will be used to subjectively evaluate channel aggradation or degradation, bank erosion and success of riparian vegetation. A series of photos over time should indicate successional maturation of non-riparian vegetation. Hydrology Permanent cross sections will be installed at a minimum of one per 20 bankfull widths with half in pools and half in riffles along the restoration reaches. Cross section measurements will include bank height ratio and entrenchment ratio. Cross sections will be monitored annually. Morphological changes are anticipated during and immediately after the first several bankfull events; however, these changes should be minimal as the channels attempt to acquire equilibrium. These changes should become less apparent as yearly data is accumulated. If major changes begin to take place, they will be evaluated to determine rationale and whether or not the end result is a less stable condition (i.e., down-cutting or erosion). Minor changes commonly observed generally represent an increase in stability (i.e., settling, vegetative changes, deposition along the banks, or decrease in width/depth ratio). Bank height ratios shall not exceed 1.2, and entrenchment ratios shall be no less than 1.4 within restored reaches. Channel stability should be demonstrated through a minimum of two bankfull events documented in the seven-year monitoring period. Surface Flow and Hydrology Surface flow stages will be recorded via pressure transducers or crest gages strategically placed along each of the UTs. These gages will depict high flow elevations for the determination of bankfull events. Vegetative Success Criteria Specific and measurable success criteria for plant density within the wetland restoration areas on the Site will follow IRT Guidance. Vegetation monitoring plots will be a minimum 0.02 acres (100 m2) in size and will cover a minimum of two percent of the planted area. The following data will be recorded for all trees in the plots: species, height, planting date (or volunteer), and grid location. Monitoring will occur in Years 1, 2, 3, 5, and 7. The interim measures of vegetative success for the Site will be the survival of at least 320 three-year old trees per acre at the end of Monitoring Year 3, and 260 trees per acre at the end of Monitoring Year 5. The final vegetative success criteria will be the survival of 210 trees per acre at the end of Monitoring Year 7 of the monitoring period. Invasive eCokerra_ Draft Prospectus—Alder Valley Mitigation Site 31 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC and noxious species will be monitored and controlled so that none become dominant or alter the desired community structure of the Site. If necessary, Eco Terra will develop a species-specific control plan. Other Criteria In addition to normal criteria proposed with similar type projects, Eco Terra proposes to provide pre- and post-condition assessments for benthic macroinvertebrates, water quality, and fish assessments along UTs 1 and 2. The details of the methodology and reporting of these parameters will be presented in the mitigation plan and agreed upon by the IRT prior to construction. Remedial Actions The Mitigation Plan will include a detailed adaptive management plan that will address how potential problems are resolved. In the event that the Site, or a specific component of the Site fails to achieve the defined success criteria, Eco Terra will develop necessary adaptive management plans and/or implement appropriate remedial actions for the Site in coordination with the IRT. Remedial action required will be designed to achieve the success criteria specified previously, and will include identification of the causes of failure, remedial design approach, work schedule, and monitoring criteria that will take into account physical and climatic conditions. Proposed Credit Release Schedule All credit releases will be based on the total credit generated as reported by the as-built survey of the Site. The pre-construction credit release will be based on the total amount in the Final Mitigation Plan. The second credit release will be based on the As-built survey and will adjust the total released credits based on the actual constructed or enhanced channel lengths. The IRT will determine if performance standards have been satisfied sufficiently to meet the requirements of the release schedule below. In cases where some performance standards have not been met, credits may still be released depending on the specifics of the case. At the direction of the IRT, monitoring may be required to be extended, depending on the extent to which the site fails to meet the specified performance standard. The release of project credits will be subject to the criteria described in Table 10. %°/ o�err o_ Draft Prospectus—Alder Valley Mitigation Site 32 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC Table 10: Proposed Stream, Buffer, and Nutrient Offset Credit Release Release Credit Release Activity Interim Credit Release/ Milestone Total Release 1 Site Establishment(includes all required criteria stated above) 15%/15% 2 Baseline Monitoring Report and As-built survey 15%/30% 3 First year monitoring report demonstrates success criteria being met 10%/40% 4 Second year monitoring report demonstrates success criteria being 10%/50% met 5 Third year monitoring report demonstrates success criteria being met 10%/60%* 6 Fourth year monitoring report demonstrates success criteria being 5%/65%* met 7 Fifth year monitoring report demonstrates success criteria being met 10%/75%* 8 Sixth year monitoring report demonstrates success criteria being met 5%/80%* 9 Seventh year monitoring report demonstrates success criteria being 10%/90%* met *10%reserve of credits to be held back until the bankfull event performance standard has been met. The 10%credit release will be awarded in the monitoring period demonstrating success of the bankfull requirement. Proposed Ownership and Long-Term Management Eco Terra Partners, LLC, acting as the Sponsor, will establish a conservation easement, and will monitor the Site for a minimum of seven years. The Mitigation Plan will provide detailed information regarding Site operation, including long term management and annual monitoring activities, for review and approval by the IRT. Upon approval of the Site by the IRT, the Site will be transferred to a long-term land steward (to be determined in the Mitigation Plan). The long-term steward will be responsible for periodic inspection of the Site to ensure the terms of the conservation easement are being upheld. Endowment funds required to maintain the conservation easement will be negotiated with the responsible party. Assurance of Water Rights Sufficient water rights exist to support the long-term sustainability of the Site, as there are no severed rights on the property. eCojerrO_ Draft Prospectus—Alder Valley Mitigation Site 33 Eco Terra Partners, LLC I Alder Valley Mitigation Site, Durham County, NC References N.C. Department of Environmental Quality (DEQ). 2021. Neuse River Basin Documents. Available: https://deq.nc.gov/about/divisions/mitigation-services/dms-planning/watershed-planning- documents/neuse-river-basin. N.C. Department of Environmental Quality. Division of Mitigation Services. 2010. Neuse River Basin Restoration Priorities 2010, Amended August 2018. N.C. Department of Natural and Cultural Resources. N.C. State Historic Preservation Office. 2021. (https://nc.maps.arcgis.com/apps/webappviewer/index.html?id=79ea671 ebdcc45639f086025 7d5f5ed7) (Accessed October, 2021). N.C. Floodplain Mapping Program. 2020. N.C. Flood Risk Information System. (https://fris.nc.gov/fris/Home.aspx?ST=NC) (Accessed October, 2020). N.C. Natural Heritage. Data Explorer. 2021. https://ncnhde.natureserve.org/ (Accessed October, 2021) N.C. Wetland Assessment Method (NCWAM) User Manual. Prepared by the NC Wetland Functional Assessment Team. v.5.1. 2015. Schafale, M.P. 2012. Guide to the Natural Communities of North Carolina: Fourth. North Carolina Natural Heritage Program, Division of Parks and Recreation, NCDENR. Raleigh, North Carolina. 217 pp. US Army Corps of Engineers. Wilmington District Stream and Wetland Compensatory Mitigation Update. North Carolina Interagency Review Team — October 24, 2016. U.S. Department of Agriculture. 2021. Official Soils Description. (https://soilseries.sc.egov.usda.gov). U.S. Department of Agriculture. Natural Resources Conservation Service. 2021. Web Soil Survey. (https://websoilsurvey.nrcs.usda.gov/app/). (Accessed October, 2021). U.S. Fish and Wildlife Service, 2021. Endangered Species, Threatened Species, Federal Species of Concern, and Candidate Species, Durham County, North Carolina. Assessed October 5, 2021. https://ecos.fws.gov/ecp/report/species-listings-by-current-range-county?fips=37063 U.S. Fish and Wildlife Service, 2021. Information for Planning and Consultation (IPaC) request. Dated October 5, 2021. https://ecos.fws.gov/ipac/location/GFETV74O0FEZRAOU7CG74UIZFU/resources edS erra_ Draft Prospectus—Alder Valley Mitigation Site 34 Figures Pro.ect Site 40411111.11111118. ilifek'' s 1 400111,, II IPA At*4 ...051101.111* will drItiNt-le ..... abielLveN,, , „. OW.iv - ' -..,,, *0 •_,.„5 I lilt Town of :ry,County of Durham,State of North Carolina DOT,Esri,HERE, Garmin,USGS, NGA,EPA,USDA,NPS ' Legend f >>/./,,, , fif r ' 0 7�: � ��� t�' ` /� • '-��- a Tam» 0 Proposed Conservation Easement , f -,- - )' �.\` t� t ��' \ 'd 11 fr,"-(2' . \ - - ---'n 00 E? (..I / // _-.. • ' -�� fig..,//,/. \ /I1���v' , /�� . (\ ; I�zi � )- -N) ,JI ,i v I A ( qT. 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' • aie 1 a r . ......v., -.-..,. itt-tair ..L. ,„ a! k . !II:110111b. 64 . gek4 . . . .. . ., 4: 1 mil 411114 ,, ....„ 1 .„ ,,, lir - --r.7 ,-- , l'- I to;ry 11 ,• i 1 • �. 1 - ..,,,,. ; , . 4. i ife:, , . . I .,,,,, _. .. _ I t r Corum% cif Du'h m %S:attc o�Ner d crl D Elfl CC)7,E rli,HE'.E C gn a ossur. INCRE i F.G17 P 11F3mmulp,USSG'SS.MitaO/NIASSN0 EP UED. i Figure 5: Historical 1981 Aerial N Alder Valley Mitigation Site W+E Neuse 03020201 s Durham County, NC eco terra. October 2021 0 500 1,000 2,000 Feet USGS Explorer Single Frame Aerial •p. J dJ�L J i�]� -14 i 74 Legend ,-,1,41tviopso H A0 Proposed Conservation Easement M ,,, 1 r\-:, -'\,.......,--- it e - _ r LgB Da B v iiii , GeB 0. HrB Ai 4 Mi4 4. -`� , / 1 #-4" - fi4 tkt —�- UaB " HrB GeD .. _ . . i irB . ., DaC ii Ir8 _ e 1 '? A L.� j� / ►:. Da1 . -A ____.,/ / ' ----on.lir .1.P.imMor a--. ....--.. a .m .. . ..--.. . m• ....awe— --.. ,mE, , / 1 f /1 k f/ / I i r aftillikkkir- C\ '''''' 1. Figure 6: Soil Survey N Alder Valley Mitigation Site w+e Neuse 03020201 s ecolarra. Durham County, NC October 2021 0 250 500 1,000 Feet NRCS 1974 Soil Survey of Durham, NC Map Sheet #1 qv4 • 4 "4 brill 4, 1,. •-• '... ''.-1•• . 4-wf. V . . d..,.1' _ ,4" , Ill,*li •I' I d "..:: 'W., .. ... . ' o ;)NN, . I. P •+ ,101V, Se. A• lk, '. . '4"l' VIIIP . _, ,( r- . et- _ • r k os VI Lt. i.' -111: Bowling Mill ,,, , , :••• - . • P.,•44,-- ;t.:i_ .. -(Red Mountain r X r , Thom's House Bowling-Toms i, Mill) (Gone) IM• k, (Approximate House(Gone) . , 1•.) d 4' site) . * Red Mountain L-.. • .---"?°! '3..X4'. IL -' *Ill 4 I Post Office % I. .'''d '''' Lull--r!:•••ii„' '' ,..1HoltIcainp_ • ‘479rIl 4: (Gone) , - use, _ J - k • Hp mr its°4% . .....1 , ames, .. , 4/1 ' • •I• - ' 4, 1 ito.-ili. v . I k, - Hoyse . , ,, o ••• . Ill \ .1 - t i • 1 , ) 7 4/' 4,-'1 '.• . . - ••. . 11111i•% ' I i,i.1 r • • .•' . , `.441:,:' t• ,A,1 ''t- '" • •• wilit" 4 . i l'• • _ :•• . 4." . • ( .•l'',. :,*,-IP.I..'I-4 I•,r)*- 2,:.: - #'.', . ,.a..'w 1,11/4, 1;' . -.„v4 d ;,s . l . vcr q - -if - e,x')4i,•Vt , - -.i. ... . 1 "1 I•: .,r:. -0%,_:. 4 f- , ,. , . 7 . . : . O'd ft. ' • ' .7,,7, ..... ,. . . ' • ■r 16. .. --4. ". N.f•'IN . i , Illi ' , IL 44 W' ''''qi.;, • . I ''''''- • -_.14..•.•,••4', -1 .4. v 91k. • :.. ''' "s.i. '''.. 7 . - ,- - • .. -,,'•!:,.#... :,..'''14 '11" 1.• 'L.--' 'IS1- iiiiik 66-1-0,.. -.4 • '-'-'4..:•:', . -,..• 9. itr:i., • L• -' • 4, . •s„,..._;.;'•:•.t.,,irr,1/2,.: --J.,,v..- ',.7 _ r i.4 t-A f I 6‘ . 'VII Forest •.:‘''':' - -1.-.-' Log Houses , - , ..•:,ree-z. , , , _0#.-4. , ...,:: :,......•!,.,..•;1..,,„7.:•;,ir..,... ''''•.,..,.: ',.% h.: , ..4_ , ..: , : ...-- 0,,,1 ,.13.-.%., .......N, ._ ra 6fr!"44 ;; tr .‘r) " %1,4'.' • r i It?-. .. 4. ti• , .. - , .• - . ' ,„„-,,,. .4-I, ',.C.::!' . ,,-.i ,, IT Q • ,. .uail rn .,.- . 4_ . 7, RoostBa Complex tvit ;:L.: • 111\ill . ifilir - .— Quail Roost / - , ... ._ hin - Legend •641.' =I Proposed Conservation Easement - '1101- I • Pik . • •t =I One-mile Buffer • - '1•4,-', : s ' ,-.'''' 'ii. till N.41 - NCSHPO Historic Points • ,. _, .04 .., , .. , . Surveyed only,Gone . -:: • ,r,,., . Individual Study List entry is .,••••• ' f. , • . s . ., ,., ..,' 4.7.. t.;* • • Study List,Gone "It•• •• . • $. :-.• ..r. 1;- ,,v./ . ,.._ •••••••••;-;,;i1,...40.41 , :•'...,- • ' A Both on the Study List and Determined Eligible • , IL . 6 _ . fi. ,2. owe r... , Surveyed Only Awe e• 1.. . , . 31 Figure 7: Cultural Resources N Alder Valley Mitigation Site W+E Neuse 03020201 s Durham County, NC ecoiterra,, October 2021 0 0.13 0.25 0.5 NCSHPO Data Miles 2 @y u f P A"R•' Timberlake - . - I 1 O.,F1e1 Ka rS f a crvmtr�•4 i 3 y 6 a •PgWeV Rd / AX> 1w �AAA� rc d 0 i4,chwchya Ul'a 0dr - T. )6\ • R�S A, 9 4R 1 • •l - _ PERSON ` nRHAkA _ -. - — _. Ii S1tii C4 co,Ec ,, c .,_, , ...g. „7, ,-. iwo .y,pc .:1, ,,, ,....._,..‘,,I fi t. 0 AAAA4 /►AAAAAAAAAAr ..00p, A �p m F uugemont w ►AAAAAAAA _ _ jAAAAAAA�jAj/Aj�r��/jA�,. av ewerlir,, ��AAAAAA�A� ►AAAAAAAA►AAAAA� AAAAAAAA/ A�AAAA♦ yy�� Coors* ill 1A<� �'��AAAAAAA�� \�AAAAAAAAAAAAA��AAAAA�'.:�AS• ��� ►Ar • P�A 1AA, a>AAAAAAA; ♦AA.dA 1.►AAAAA��A�A�A AAAAIjAAAjAAAjAAAAt:AA�►i�®�iOAA i `C ,7.' AA •AAA. AAA. '�,.AAA�AAA.AAAI ♦.AA' S1►AAA.A .,` S.L ,„,k1. 4,►AAAAAA �AAAAAAAAAt AAA V �/AAAAAAA��-���►AAAAA,.1 IAAAAAAAAAAAAAAAtAAAAA -22 �r ►AAA AAA 3AAAAAAAAAVAA �'k�0 z . [i NI ►�I' -4• > <►AAAAAAAAAAA� �AAAAAAAA ■r �� ` 1��AA�AA` �A��♦CAI ��� AAAAAAAAAA� AAAAAA.' `� , .���,-, ►4 ♦ •4 �AAAAAA�� �`►AAAAAAAAAA r d �Q�l�S, � •• *�' D "''m . ,�AAAAAAI 4,-, ��`r ti"4Ae- AAAC6'g o' ►As�, a ���:'. ►AAAAAdA ♦AABahama 1A~yA• , ' ,AA4�,AAAAAA$f%Rdx G.urae Hapkt�Ra A��►�� - w - ``� ►A�AA,�AAAA`►AAAAAAAAAA�<1.L- �,/ 7AA�♦AA�AA� `, � , A�1�iAAAAAAA��A►� ® % �, .,►��.' A`,A�4, �AA�,►AAj'��AAAAAAA♦�AA♦i. 4,AAA4, •AAA�N1" `6� -���AA� A y� ��I t� �A0 —• �AAAA ��/�� �� I•/i���AAAAA�AAAA�♦A�AA<'/�i ►AAA a A ' / 7,Ai;I 4,..:AA►A 441 f ±AAAAAAAA �'`� A �AI ii,�" �.AD�AAAAA►AAAAA�♦���t, A.AAi'�•�►.�tA�/ �rAA�A•As�A,f��t��+��rl A�A♦A' ���� �A�A AAAAA �AAA' AAA'►AA� ♦ iA.4 ~A` I► .♦A►.AAAA'►AAAA��► '•AAAAAf`' AAAAAA►AAAAA�,AAA♦ �IAA 1�A AAAA �'►V�rAAAAAAA�I r�►AAAA�r AA :►AAAAA��AAA AAA A:lAAAA .ADr►A♦AAAAA♦;!'4:' AA14 !•44'- -��AA♦►AAA .,it' `�AAAAA����� ����AAAAA<�j ` /`AA��►��� >>AAA i�♦�► � �.►AA4 ����AA<►►t \Id �� �AA� '��A��>��♦��� At 4. AAAAAAA�►►A�AAI, lI' � iA �AAAAAAAA����AAAAAAA ' .ra w is r,,�,m r � 4:' a4AAA/AAA AAA♦- AA' • ►ArAA IAAj1 AAAAAAA�1� ��A���4 .AAAA',►A �A!iAA� N� 1 ��� 1� Q AA LA�� AAA ♦A F x°' I t r.�, .-o �A� AAAAAAAA� ♦�� ss ► f 'it- - 4��A�♦•�AAii IAAAA� o' AA ,i ' •w � ♦ A 1AA ,4`0 t a4� , * �A 440kA . L+td r+ � , o, A< 4` 44� A •1 .g .1�AAi n,,, Legend w,Y C. AAAAAA� ' .A !1 Managed Areas Natural Areas T�. f4 �A4�i'iiiiiii - �aii. i� I= Proposed Conservation Easement ��,A� AAAAAA� - ►'. -A� �A I=5-mile Buffer 5zn ce�r,fry �' �►AAAAAAAA♦ �A�►AA��l� cwe 4� c._►A,AAAAAAAAAAAI`AAAAAAt� ❑ Dedicated Nature Preserve � ExceptionalAj�►AAAAAAAAAAAAA�►AAAAAAAAAA���, 41 ❑ Registered Heritage Area El Very High •N�� - o ' � 4! :) �AAAAAAAAAAAAAAAAAAAAAAAAA,0 El Conservation Easement High 1� j AAAAAAAAAAAAA‘:, ❑ Other Protection ❑ Moderate •�i1A���. AA�li. 1AAAAAAAAAAAAAAAOAAAAA�, »'!is AAA i �AiAAA�AAAAAAAAAAAAAAAAAAAAAA:. Federal Ownership General "m w�►AAr i• ►�jAAAAAAAAAA►AAAAAAAAAAA �s, ♦♦♦♦AAAAAAAA♦ State Ownership Unranked �'►� _ '-`AAAAAAAAAAAA'►AAAAAAAAAAA' .� iA AZAA�!►AAAAAAA Local Government Ownership �!j `��I�'T..I, ,� I��.�AAAA�� A�►��AAAAAA4 Private IAd' ��;-.�AA�►A k��.►A��AAAAAA�AAAAAAAAAAAA .: 1� ' ►� ♦� '7 AA..��AAAAAAAAAAAAAA�AAAAAAAAAAAA ► - b .A4 1AAAA 4 44# AAA.li�AA�A�A�AA4:., A�AIAA Figure 8: Planning Elements N `,/ Alder Valley Mitigation Site w+E Neuse 03020201 s Durham County, NC eco terra® October 2021 0 0.5 1 2 NC Natural Heritage Program (NCNHP) � � Miles 11 l ar I r '`: r 2. ....„,..,„...., . ..4 �IV- ih; �� A il'a i . i 4it 1 . .• , 4, o, z l. r it .,ii s I !µ •- w 'iM 3 • �'• Ito44 1.,, ...., 1 .4 %so . : ., "I"\N"-- . .j ' „ lit.- ',A t 1kt t ilk ._‘, 111 i - , ,.. 4 i - - ' . -- - tilt liet II ... . . •._ _ ilk tr . . i • • sl;, i IA. 04 o f _- _ ii II . 1. titi. - r . e 640:- it 1 •_if ,_ ,.. -„.. Ilk `• ) ` .`: 4 Total: 4,540 SMUs mop 0 Conservation Easement Enhancement II 50 SMUs ri,�Y I. ••— Restoration 4,490 SMUs Restoration No Credit � ! Riparian Buffer Credit 0-50'449,200 sq.feet Riparian Buffer Credit 51-100'496,500 sq.feet r - Nutrient Offset Credit 101-200'993,000 sq.feet, 51,816 lbs of N,3,337 lbs of P Y • 1 Figure 9: Conceptual Design N , :," Alder Valley Mitigation Site w+E Neuse 03020201 s Durham County, NC eco terra® October 2021 0 125 250 500 Feet ESRI Aerial Basemap Appendix A. Purchase and Sale Agreement Option Book9488 - Page 967 Page 1 of 10 For Registration Sharon A. Davis Register of Deeds Durham County, NC Cross Reference: DB363/P541) Electronically Recorded Register of Deeds 2021 Oct 08 10:38 AM Durham County,NC Book: 9488 Page: 967 NC Rev Stamp: $ 0.00 Fee: $ 26.00 Instrument Number: 2021051395 MEMO File/Return to: Michael Beinenson Eco Terra Partners 1328 Dekalb Ave NE Atlanta,GA 30307 MEMORANDUM OF AGREEMENT STATE OF NORTH CAROLINA COUNTY OF DURHAM THIS MEMORANDUM OF AGREEMENT(this"Memorandum")is hereby made this ;' .ay of_ 04, " , 2021, by and between ECO TERRA PARTNERS, LLC, a Georgia limited liability company,whose mailing address is 1328 Dekalb Ave NE Atlanta,GA 30307(herein"Buyer")and Blanche J McFarland, an individual resident of the State of North Carolina, whose mailing address is 1403 Moores Mill Rd. Rougemont,NC 27572(herein"Seller"). 1. For good and valuable consideration, Seller and Buyer have entered into that certain Agreement for Purchase and Sale of Conservation Easement of even date herewith(the"Agreement"). 2. Pursuant to the Agreement, Seller has agreed to sell and Buyer has agreed to purchase a permanent conservation easement containing approximately 39.06 acres, more or less, over a portion of the Seller's real property located in Durham County, State of North Carolina. The Seller's property (the "Property")is described on Exhibit A.The portion of the Seller's Property which consists of the easement property is also set forth on Exhibit A (the "Easement Property"); the Easement Property is more particularly depicted on Exhibit A-1. The final legal description for the property encumbered by the proposed conservation easement shall be determined by a survey and, upon consummation of the Agreement, incorporated into a Deed of Conservation Easement to be conveyed by Seller and recorded in the Register of Deeds. 4. Seller and Buyer have agreed to execute and record this Memorandum in accordance with the terms of the Agreement to give public notice of the Agreement and this Memorandum shall not supersede or in any way modify the terms and conditions of the Agreement. The Agreement shall run with the land and shall be binding upon and inure to the benefit of the parties hereto,their respective heirs, legal representatives,administrators, successors,and assigns. 5. This Memorandum shall expire, and the Agreement shall no longer run with the land, or be considered a cloud upon title, upon the earlier to occur of(i) a termination of the Agreement by Buyer (subject, however, without limiting any rights Buyer may retain which survive a termination of the Agreement); (ii) the conveyance and subsequent recording of the Deed of Conservation Agreement from Seller as contemplated by the Agreement; or(iii)the date that is two(2)years from the day and year first above written. Submitted electronically by "Eco Terra Partners LLC" in compliance with North Carolina statutes governing recordable documents and the terms of the submitter agreement with the Durham County Register of Deeds. IN WITNESS WHEREOF,the undersigned have executed this Memorandum of Agreement as of the day and year first above written. BUYER: ECO TERRA PARTNERS, LLC B : (SEAL) Na e: Mich einenson Title: Presidoh t Date: ®I - • -\ STATE OF GEORGIA COUNTY OF DEKALB On this day of CI' 4 l ,2021,before me personally appeared Michal Beinenson,to me known to be the person described in and who executed the foregoing instrument, and acknowledged that he executed the same as his free act and deed. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal in the County and State aforesaid,the day and year above written. ii Ns cry Public My Commission Expires: ! IAS. Z ?1"4 2 0 00outttueet440 IRES 1 r sus G O27. 4 it ®490 N e ®s®®®4®®®®®®®® 2 SELLER: BLANCHE J MCFARLAND EAL) Date: ®l Qi° •2,` STATE OF NORTH CAROLINA COUNTY OF DURHAM On this 1 day of 0 oe , 2021, before me personally appeared Blanche J McFarland, to me known to be the person described in and who executed the foregoing instrument, and acknowledged that s/he executed the same as his/her free act and deed. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal in the County and State aforesaid,the day and year above written. Notary Public My Commission Expires: MY Commission Expires 5 25 2025 \ \\\ N 111/6/// ci0o ,() TARi- 1 o AUBL\G �T 1 cauN ; \\ '�///Il111��� Exhibit A Attached to and made a part of that certain Agreement for Purchase and Sale of Conservation Easement dated , 2021 by and between ECO TERRA PARTNERS, LLC, a Georgia limited liability company (`Buyer");and Blanche J McFarland, an individual resident of the State of North Carolina. Legal Description of the Property That property identified with PIN 0839-03-05-3998 and conveyed pursuant to that certain Deed/Grant of Will recorded at Deed Book 363 Page 540 in the Register of Deeds, Durham County,North Carolina; Legal Description of the Easement Property A portion of the Property,comprising in total a parcel of real property consisting of 311.02 acres, more or less and depicted on Exhibit A-1 attached hereto; and as more particularly described pursuant to the legal description set forth on the Easement Survey obtained by Buyer, which legal description, upon receipt, shall be deemed to be fully incorporated herein. Exhibit A-1 [See Attached Maps iT:i,,,r.,:N4: ''':.; 1.,,,,,it.l.c.„,li' -.4, ' ' i'-,,,ii.;i::::.-,47' 30'Farm Crossing ` NI "90 Farm Crossing ,,......„,.......,•...!:, ,.,. ,,, t re, ��' y u� ' !,i.,./4!1''''.64;:: . -4. ''''' r d li �f 1 b0'Easement Exception y Sultabie for current specso li" + ^ for twaiane Nt O07 toed' • $ �t 41 '"gyp xp 4- ' 9 ,.a Le end Proposed Rroject Area 39.06 Acres i.- :,.i:l.;".54"-''4:! '', 4'.--:1 - -`'...A.-..i.;.,-7`1,1iri - -'''::-..;,1:1: .1.,.tr,,,,,,:„.-10„ ..,...,,,,,.. ....:, -. . ,,-.:..;:,,:„..,... , . .---*t. .„ Q Property Line Stream Cen#erline Figure i;Site Map Owner:William&Blanche McFarland ve County:Durham s eco ter'CI pi" t90s6i B-Digit HOC:Neuse 0302D201 0 Z5o 500 1,000 NC Onemap Z018 Aerial Foot Appendix B. USACE/ NCDWR Data Forms U.S. Army Corps of Engineers OMB Control#:0710-xxxx,Exp:Pending WETLAND DETERMINATION DATA SHEET—Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a) Project/Site: Alder Valley Mitigation Site City/County: Durham Sampling Date: 10/6/21 Applicant/Owner: Eco Terra State: NC Sampling Point: WA Investigator(s): H. Smith Section,Township, Range: N/A Landform(hillside,terrace,etc.): floodplain Local relief(concave,convex, none): concave Slope(%): 0-1 Subregion(LRR or MLRA): LRR P, MLRA 136 Lat: 36.207515 Long:-78.902995 Datum: WGS 1984 Soil Map Unit Name: Lignum silt loam NWI classification: none Are climatic/hydrologic conditions on the site typical for this time of year? Yes No X (If no,explain in Remarks.) Are Vegetation X , Soil X ,or Hydrology X significantly disturbed? Are"Normal Circumstances"present? Yes No X Are Vegetation , Soil ,or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks: The area is in active cattle grazing and the adjacent stream has been modified in the past. The Antecedent Precipitation Tool states the area is experiencing"Wetter than Normal"conditions. VHB believes this area would continue to meet all wetland parameters under normal conditions based on the hydric soils and hydrophitic vegetation. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) Surface Soil Cracks(B6) _Surface Water(A1) _True Aquatic Plants(B14) _Sparsely Vegetated Concave Surface(B8) _High Water Table(A2) _Hydrogen Sulfide Odor(C1) _Drainage Patterns(B10) X Saturation(A3) X Oxidized Rhizospheres on Living Roots(C3) _Moss Trim Lines(B16) _Water Marks(B1) _Presence of Reduced Iron(C4) _Dry-Season Water Table(C2) _Sediment Deposits(B2) _Recent Iron Reduction in Tilled Soils(C6) Crayfish Burrows(C8) _Drift Deposits(B3) _Thin Muck Surface(C7) Saturation Visible on Aerial Imagery(C9) Algal Mat or Crust(B4) Other(Explain in Remarks) _Stunted or Stressed Plants(D1) _Iron Deposits(B5) _Geomorphic Position(D2) _Inundation Visible on Aerial Imagery(B7) _Shallow Aquitard(D3) Water-Stained Leaves(B9) _Microtopographic Relief(D4) Aquatic Fauna(B13) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): Saturation Present? Yes X No Depth(inches): 0 Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections),if available: Remarks: ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: WA Absolute Dominant Indicator Tree Stratum (Plot size: 30' ) %Cover Species? Status Dominance Test worksheet: 1. No rooted trees Number of Dominant Species 2. That Are OBL, FACW,or FAC: 1 (A) 3. Total Number of Dominant 4. Species Across All Strata: 1 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 100.0% (A/B) 7. _ Prevalence Index worksheet: =Total Cover Total%Cover of: Multiply by: 50%of total cover: 20%of total cover: OBL species 10 x 1 = 10 Sapling/Shrub Stratum (Plot size: 15' ) FACW species 45 x 2= 90 1. No rooted shrubs FAC species 0 x 3= 0 2. FACU species 0 x 4= 0 3. _ UPL species 0 x 5= 0 4. Column Totals: 55 (A) 100 (B) 5. Prevalence Index =B/A= 1.82 6. Hydrophytic Vegetation Indicators: 7. _1 -Rapid Test for Hydrophytic Vegetation 8. X 2-Dominance Test is>50% 9. X 3-Prevalence Index is<-3.0' =Total Cover 4-Morphological Adaptations'(Provide supporting 50%of total cover: 20%of total cover: data in Remarks or on a separate sheet) Herb Stratum (Plot size: 15' ) Problematic Hydrophytic Vegetation' (Explain) 1. Juncus effusus 40 Yes FACW 'Indicators of hydric soil and wetland hydrology must be 2. Eleocharis palustris 10 No OBL present,unless disturbed or problematic. 3. Persicaria pensylvanica 5 No FACW Definitions of Four Vegetation Strata: 4. Tree-Woody plants,excluding vines, 3 in. (7.6 cm)or 5. more in diameter at breast height(DBH), regardless of 6. height. 7. Sapling/Shrub-Woody plants,excluding vines, less 8. than 3 in. DBH and greater than or equal to 3.28 ft 9. (1 m)tall. 10. Herb-All herbaceous(non-woody)plants, regardless 11. of size,and woody plants less than 3.28 ft tall. 55 =Total Cover Woody Vine-All woody vines greater than 3.28 ft in 50%of total cover: 28 20%of total cover: 11 height. Woody Vine Stratum (Plot size: 9.1 m ) 1. No rooted vines 2. 3. 4. 5. Hydrophytic =Total Cover Vegetation 50%of total cover: 20%of total cover: Present? Yes X No Remarks:(Include photo numbers here or on a separate sheet.) ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont-Version 2.0 SOIL Sampling Point: WA Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks 0-3 7.5YR 4/4 100 Loamy/Clayey 3-14 10YR 4/1 70 10YR 4/6 30 C PL/M Loamy/Clayey Prominent redox concentrations 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(A1) _Polyvalue Below Surface(S8)(MLRA 147, 148) _2 cm Muck(A10)(MLRA 147) _Histic Epipedon(A2) _Thin Dark Surface(S9)(MLRA 147,148) _Coast Prairie Redox(A16) Black Histic(A3) _Loamy Mucky Mineral(F1)(MLRA 136) (MLRA 147, 148) _Hydrogen Sulfide(A4) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19) _Stratified Layers(A5) X Depleted Matrix(F3) (MLRA 136, 147) 2 cm Muck(A10)(LRR N) _Redox Dark Surface(F6) _Red Parent Material(F21) _Depleted Below Dark Surface(A11) _Depleted Dark Surface(F7) (outside MLRA 127,147, 148) _Thick Dark Surface(Al2) _Redox Depressions(F8) Very Shallow Dark Surface(F22) _Sandy Mucky Mineral(S1) Iron-Manganese Masses(F12)(LRR N, Other(Explain in Remarks) Sandy Gleyed Matrix(S4) MLRA 136) _Sandy Redox(S5) _Umbric Surface(F13)(MLRA 122,136) 3lndicators of hydrophytic vegetation and Stripped Matrix(S6) _Piedmont Floodplain Soils(F19)(MLRA 148) wetland hydrology must be present, Dark Surface(S7) Red Parent Material(F21)(MLRA 127, 147,148) unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: Doesn't meet F19 due lack of sediment deposition from the small stream. ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-xxxx,Exp:Pending WETLAND DETERMINATION DATA SHEET—Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a) Project/Site: Alder Valley Mitigation Site City/County: Durham Sampling Date: 10/6/21 Applicant/Owner: Eco Terra State: NC Sampling Point: WB Investigator(s): H. Smith Section,Township, Range: N/A Landform(hillside,terrace,etc.): floodplain Local relief(concave,convex, none): concave Slope(%): 0-1 Subregion(LRR or MLRA): LRR P, MLRA 136 Lat: 36.208034 Long:-78.902546 Datum: WGS 1984 Soil Map Unit Name: Lignum silt loam NWI classification: None Are climatic/hydrologic conditions on the site typical for this time of year? Yes No X (If no,explain in Remarks.) Are Vegetation X , Soil X ,or Hydrology X significantly disturbed? Are"Normal Circumstances"present? Yes No X Are Vegetation , Soil ,or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks: The area is in active cattle grazing and the adjacent stream has been modified in the past. The Antecedent Precipitation Tool states the area is experiencing"Wetter than Normal"conditions. VHB believes this area would continue to meet all wetland parameters under normal conditions based on the hydric soils and hydrophitic vegetation. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) Surface Soil Cracks(B6) _Surface Water(A1) _True Aquatic Plants(B14) _Sparsely Vegetated Concave Surface(B8) _High Water Table(A2) _Hydrogen Sulfide Odor(C1) _Drainage Patterns(B10) X Saturation(A3) Oxidized Rhizospheres on Living Roots(C3) _Moss Trim Lines(B16) _Water Marks(B1) _Presence of Reduced Iron(C4) _Dry-Season Water Table(C2) _Sediment Deposits(B2) _Recent Iron Reduction in Tilled Soils(C6) Crayfish Burrows(C8) _Drift Deposits(B3) _Thin Muck Surface(C7) Saturation Visible on Aerial Imagery(C9) Algal Mat or Crust(B4) Other(Explain in Remarks) _Stunted or Stressed Plants(D1) _Iron Deposits(B5) _Geomorphic Position(D2) _Inundation Visible on Aerial Imagery(B7) _Shallow Aquitard(D3) Water-Stained Leaves(B9) _Microtopographic Relief(D4) Aquatic Fauna(B13) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No X Depth(inches): Water Table Present? Yes No X Depth(inches): Saturation Present? Yes X No Depth(inches): 0 Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections),if available: Remarks: ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: WB Absolute Dominant Indicator Tree Stratum (Plot size: 30' ) %Cover Species? Status Dominance Test worksheet: 1. No rooted trees Number of Dominant Species 2. That Are OBL, FACW,or FAC: 6 (A) 3. Total Number of Dominant 4. Species Across All Strata: 8 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 75.0% (A/B) 7. _ Prevalence Index worksheet: =Total Cover Total%Cover of: Multiply by: 50%of total cover: 20%of total cover: OBL species 20 x 1 = 20 Sapling/Shrub Stratum (Plot size: 15 ) FACW species 22 x 2= 44 1. Alnus serrulata 3 Yes OBL FAC species 19 x 3= 57 2. Quercus phellos 2 Yes FAC _ FACU species 7 x 4= 28 3. Liquidambar styraciflua 2 Yes FAC UPL species 0 x 5= 0 4. Salix nigra 2 Yes OBL Column Totals: 68 (A) 149 (B) 5. _ Prevalence Index =B/A= 2.19 6. Hydrophytic Vegetation Indicators: 7. _1 -Rapid Test for Hydrophytic Vegetation 8. X 2-Dominance Test is>50% 9. X 3-Prevalence Index is<-3.0' 9 =Total Cover 4-Morphological Adaptations'(Provide supporting 50%of total cover: 5 20%of total cover: 2 data in Remarks or on a separate sheet) Herb Stratum (Plot size: 15' ) _Problematic Hydrophytic Vegetation' (Explain) 1. Juncus effusus 10 No FACW 'Indicators of hydric soil and wetland hydrology must be 2. Persicaria sagittata 15 Yes OBL present,unless disturbed or problematic. 3. Carex sp. 5 No FACW Definitions of Four Vegetation Strata: 4. Microstegium vimineum 15 Yes FAC Tree-Woody plants,excluding vines, 3 in. (7.6 cm)or 5. Impatiens capensis 5 No FACW more in diameter at breast height(DBH), regardless of 6. Boehmeria cylindrica 2 No FACW height. 7. Sapling/Shrub-Woody plants,excluding vines, less 8. than 3 in. DBH and greater than or equal to 3.28 ft 9. (1 m)tall. 10. Herb-All herbaceous(non-woody)plants, regardless 11. of size,and woody plants less than 3.28 ft tall. 52 =Total Cover Woody Vine-All woody vines greater than 3.28 ft in 50%of total cover: 26 20%of total cover: 11 height. Woody Vine Stratum (Plot size: 5' ) 1. Lonicera japonica 3 Yes FACU 2. Rosa multiflora 4 Yes FACU 3. 4. 5. Hydrophytic 7 =Total Cover Vegetation 50%of total cover: 4 20%of total cover: 2 Present? Yes X No Remarks:(Include photo numbers here or on a separate sheet.) ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont-Version 2.0 SOIL Sampling Point: WB Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks 0-3 10YR 3/3 100 Loamy/Clayey 3-14 2.5Y 5/1 90 2.5Y 5/6 10 C M Loamy/Clayey Prominent redox concentrations 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(A1) _Polyvalue Below Surface(S8)(MLRA 147, 148) _2 cm Muck(A10)(MLRA 147) _Histic Epipedon(A2) _Thin Dark Surface(S9)(MLRA 147,148) _Coast Prairie Redox(A16) Black Histic(A3) _Loamy Mucky Mineral(F1)(MLRA 136) (MLRA 147, 148) _Hydrogen Sulfide(A4) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19) _Stratified Layers(A5) X Depleted Matrix(F3) (MLRA 136, 147) 2 cm Muck(A10)(LRR N) _Redox Dark Surface(F6) _Red Parent Material(F21) _Depleted Below Dark Surface(A11) _Depleted Dark Surface(F7) (outside MLRA 127,147, 148) _Thick Dark Surface(Al2) _Redox Depressions(F8) Very Shallow Dark Surface(F22) _Sandy Mucky Mineral(S1) Iron-Manganese Masses(F12)(LRR N, Other(Explain in Remarks) Sandy Gleyed Matrix(S4) MLRA 136) _Sandy Redox(S5) _Umbric Surface(F13)(MLRA 122,136) 3lndicators of hydrophytic vegetation and Stripped Matrix(S6) _Piedmont Floodplain Soils(F19)(MLRA 148) wetland hydrology must be present, Dark Surface(S7) Red Parent Material(F21)(MLRA 127, 147,148) unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-xxxx,Exp:Pending WETLAND DETERMINATION DATA SHEET—Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a) Project/Site: Alder Valley Mitigation Site City/County: Durham Sampling Date: 10/6/21 Applicant/Owner: Eco Terra State: NC Sampling Point: WC Investigator(s): H. Smith Section,Township, Range: N/A Landform(hillside,terrace,etc.): floodplain Local relief(concave,convex, none): concave Slope(%): 0-1 Subregion(LRR or MLRA): LRR P, MLRA 136 Lat: 36.209252 Long:-78.898396 Datum: WGS 1984 Soil Map Unit Name: Lignum silt loam NWI classification: None Are climatic/hydrologic conditions on the site typical for this time of year? Yes No X (If no,explain in Remarks.) Are Vegetation X , Soil X ,or Hydrology X significantly disturbed? Are"Normal Circumstances"present? Yes No X Are Vegetation , Soil ,or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks: The area is in active cattle grazing and the adjacent stream has been modified in the past. The Antecedent Precipitation Tool states the area is experiencing"Wetter than Normal"conditions. VHB believes this area would continue to meet all wetland parameters under normal conditions based on the hydric soils and hydrophitic vegetation. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) Surface Soil Cracks(B6) _Surface Water(A1) _True Aquatic Plants(B14) _Sparsely Vegetated Concave Surface(B8) _High Water Table(A2) _Hydrogen Sulfide Odor(C1) _Drainage Patterns(B10) X Saturation(A3) Oxidized Rhizospheres on Living Roots(C3) _Moss Trim Lines(B16) _Water Marks(B1) _Presence of Reduced Iron(C4) _Dry-Season Water Table(C2) _Sediment Deposits(B2) _Recent Iron Reduction in Tilled Soils(C6) Crayfish Burrows(C8) _Drift Deposits(B3) _Thin Muck Surface(C7) Saturation Visible on Aerial Imagery(C9) Algal Mat or Crust(B4) Other(Explain in Remarks) _Stunted or Stressed Plants(D1) _Iron Deposits(B5) _Geomorphic Position(D2) _Inundation Visible on Aerial Imagery(B7) _Shallow Aquitard(D3) Water-Stained Leaves(B9) _Microtopographic Relief(D4) Aquatic Fauna(B13) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No Depth(inches): Water Table Present? Yes No Depth(inches): Saturation Present? Yes X No Depth(inches): 0 Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections),if available: Remarks: ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: WC Absolute Dominant Indicator Tree Stratum (Plot size: 30' ) %Cover Species? Status Dominance Test worksheet: 1. Quercus phellos 2 No FAC Number of Dominant Species 2. Liquidambar styraciflua 2 No FAC That Are OBL, FACW,or FAC: 3 (A) 3. Total Number of Dominant 4. Species Across All Strata: 3 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 100.0% (A/B) 7. _ Prevalence Index worksheet: 4 =Total Cover Total%Cover of: Multiply by: 50%of total cover: 2 20%of total cover: 1 OBL species 35 x 1 = 35 Sapling/Shrub Stratum (Plot size: 15' ) FACW species 5 x 2= 10 1. Alnus serrulata 25 Yes OBL FAC species 64 x 3= 192 2. Salix nigra 10 Yes _ OBL FACU species 0 x 4= 0 3. UPL species 0 x 5= 0 4. Column Totals: 104 (A) 237 (B) 5. _ Prevalence Index =B/A= 2.28 6. Hydrophytic Vegetation Indicators: 7. _1 -Rapid Test for Hydrophytic Vegetation 8. X 2-Dominance Test is>50% 9. X 3-Prevalence Index is<-3.0' 35 =Total Cover 4-Morphological Adaptations'(Provide supporting 50%of total cover: 18 20%of total cover: 7 data in Remarks or on a separate sheet) Herb Stratum (Plot size: 15 ) _Problematic Hydrophytic Vegetation' (Explain) 1. Microstegium vimineum 60 Yes FAC 'Indicators of hydric soil and wetland hydrology must be 2. Impatiens capensis 5 No FACW present,unless disturbed or problematic. 3. Definitions of Four Vegetation Strata: 4. Tree-Woody plants,excluding vines, 3 in. (7.6 cm)or 5. more in diameter at breast height(DBH), regardless of 6. height. 7. Sapling/Shrub-Woody plants,excluding vines, less 8. than 3 in. DBH and greater than or equal to 3.28 ft 9. (1 m)tall. 10. Herb-All herbaceous(non-woody)plants, regardless 11. of size,and woody plants less than 3.28 ft tall. 65 =Total Cover Woody Vine-All woody vines greater than 3.28 ft in 50%of total cover: 33 20%of total cover: 13 height. Woody Vine Stratum (Plot size: 5' 1. No rooted vines 2. 3. 4. 5. Hydrophytic =Total Cover Vegetation 50%of total cover: 20%of total cover: Present? Yes X No Remarks:(Include photo numbers here or on a separate sheet.) ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont-Version 2.0 SOIL Sampling Point: WC Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks 0-3 10YR 4/3 85 10YR 4/6 15 C M Loamy/Clayey Distinct redox concentrations 3-14 10YR 5/1 80 10YR 6/6 20 C M Loamy/Clayey Prominent redox concentrations 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(A1) _Polyvalue Below Surface(S8)(MLRA 147, 148) _2 cm Muck(A10)(MLRA 147) _Histic Epipedon(A2) _Thin Dark Surface(S9)(MLRA 147,148) _Coast Prairie Redox(A16) Black Histic(A3) _Loamy Mucky Mineral(F1)(MLRA 136) (MLRA 147, 148) _Hydrogen Sulfide(A4) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19) _Stratified Layers(A5) X Depleted Matrix(F3) (MLRA 136, 147) 2 cm Muck(A10)(LRR N) _Redox Dark Surface(F6) _Red Parent Material(F21) _Depleted Below Dark Surface(A11) _Depleted Dark Surface(F7) (outside MLRA 127,147, 148) _Thick Dark Surface(Al2) _Redox Depressions(F8) Very Shallow Dark Surface(F22) _Sandy Mucky Mineral(S1) Iron-Manganese Masses(F12)(LRR N, Other(Explain in Remarks) Sandy Gleyed Matrix(S4) MLRA 136) _Sandy Redox(S5) _Umbric Surface(F13)(MLRA 122,136) 3lndicators of hydrophytic vegetation and Stripped Matrix(S6) _Piedmont Floodplain Soils(F19)(MLRA 148) wetland hydrology must be present, Dark Surface(S7) Red Parent Material(F21)(MLRA 127, 147,148) unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: Soils doesn't meet F19 due lack of sediment depostion from the small adjacent stream. ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0 U.S. Army Corps of Engineers OMB Control#:0710-xxxx,Exp:Pending WETLAND DETERMINATION DATA SHEET—Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT: See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a) Project/Site: Alder Valley Mitigation Site City/County: Durham Sampling Date: 10/6/21 Applicant/Owner: Eco Terra State: NC Sampling Point: WD Investigator(s): H. Smith Section,Township, Range: N/A Landform(hillside,terrace,etc.): floodplain Local relief(concave,convex, none): concave Slope(%): 0-1 Subregion(LRR or MLRA): LRR P, MLRA 136 Lat: 36.209493 Long:-78.901691 Datum: WGS 1984 Soil Map Unit Name: Lignum silt loam NWI classification: None Are climatic/hydrologic conditions on the site typical for this time of year? Yes No X (If no,explain in Remarks.) Are Vegetation X , Soil X ,or Hydrology X significantly disturbed? Are"Normal Circumstances"present? Yes No X Are Vegetation , Soil ,or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: The area is in active cattle grazing and the adjacent stream has been modified in the past. The Antecedent Precipitation Tool states the area is experiencing"Wetter than Normal"conditions. VHB believes this area would continue to meet all wetland parameters under normal conditions based on the hydric soils and hydrophitic vegetation. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) Surface Soil Cracks(B6) _Surface Water(A1) _True Aquatic Plants(B14) _Sparsely Vegetated Concave Surface(B8) _High Water Table(A2) _Hydrogen Sulfide Odor(C1) _Drainage Patterns(B10) _Saturation(A3) Oxidized Rhizospheres on Living Roots(C3) _Moss Trim Lines(B16) _Water Marks(B1) _Presence of Reduced Iron(C4) _Dry-Season Water Table(C2) _Sediment Deposits(B2) _Recent Iron Reduction in Tilled Soils(C6) Crayfish Burrows(C8) _Drift Deposits(B3) _Thin Muck Surface(C7) Saturation Visible on Aerial Imagery(C9) Algal Mat or Crust(B4) Other(Explain in Remarks) _Stunted or Stressed Plants(D1) _Iron Deposits(B5) _Geomorphic Position(D2) _Inundation Visible on Aerial Imagery(B7) _Shallow Aquitard(D3) X Water-Stained Leaves(B9) _Microtopographic Relief(D4) Aquatic Fauna(B13) X FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No Depth(inches): Water Table Present? Yes No Depth(inches): Saturation Present? Yes No Depth(inches): Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos, previous inspections),if available: Remarks: ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: WD Absolute Dominant Indicator Tree Stratum (Plot size: 30' ) %Cover Species? Status Dominance Test worksheet: 1. No rooted trees Number of Dominant Species 2. That Are OBL, FACW,or FAC: 2 (A) 3. Total Number of Dominant 4. Species Across All Strata: 2 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW,or FAC: 100.0% (A/B) 7. _ Prevalence Index worksheet: =Total Cover Total%Cover of: Multiply by: 50%of total cover: 20%of total cover: OBL species 0 x 1 = 0 Sapling/Shrub Stratum (Plot size: 15' ) FACW species 85 x 2= 170 1. No rooted shrubs FAC species 0 x 3= 0 2. _ FACU species 0 x 4= 0 3. UPL species 0 x 5= 0 4. Column Totals: 85 (A) 170 (B) 5. _ Prevalence Index =B/A= 2.00 6. Hydrophytic Vegetation Indicators: 7. _1 -Rapid Test for Hydrophytic Vegetation 8. X 2-Dominance Test is>50% 9. X 3-Prevalence Index is<-3.0' =Total Cover 4-Morphological Adaptations'(Provide supporting 50%of total cover: 20%of total cover: data in Remarks or on a separate sheet) Herb Stratum (Plot size: 15 ) _Problematic Hydrophytic Vegetation' (Explain) 1. Vernonia noveboracensis 50 Yes FACW 'Indicators of hydric soil and wetland hydrology must be 2. Juncus effusus 20 Yes FACW present,unless disturbed or problematic. 3. Carex sp. 5 No FACW Definitions of Four Vegetation Strata: 4. Persicaria pensylvanica 10 No FACW Tree-Woody plants,excluding vines, 3 in. (7.6 cm)or 5. more in diameter at breast height(DBH), regardless of 6. height. 7. Sapling/Shrub-Woody plants,excluding vines, less 8. than 3 in. DBH and greater than or equal to 3.28 ft 9. (1 m)tall. 10. Herb-All herbaceous(non-woody)plants, regardless 11. of size,and woody plants less than 3.28 ft tall. 85 =Total Cover Woody Vine-All woody vines greater than 3.28 ft in 50%of total cover: 43 20%of total cover: 17 height. Woody Vine Stratum (Plot size: 5' 1. No rooted vines 2. 3. 4. 5. Hydrophytic =Total Cover Vegetation 50%of total cover: 20%of total cover: Present? Yes X No Remarks:(Include photo numbers here or on a separate sheet.) ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont-Version 2.0 SOIL Sampling Point: WD Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks 0-12 10YR 4/1 90 10YR 4/4 10 C M Loamy/Clayey Distinct redox concentrations 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _Histosol(A1) _Polyvalue Below Surface(S8)(MLRA 147, 148) _2 cm Muck(A10)(MLRA 147) _Histic Epipedon(A2) _Thin Dark Surface(S9)(MLRA 147,148) _Coast Prairie Redox(A16) Black Histic(A3) _Loamy Mucky Mineral(F1)(MLRA 136) (MLRA 147, 148) _Hydrogen Sulfide(A4) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19) _Stratified Layers(A5) X Depleted Matrix(F3) (MLRA 136, 147) 2 cm Muck(A10)(LRR N) _Redox Dark Surface(F6) _Red Parent Material(F21) _Depleted Below Dark Surface(A11) _Depleted Dark Surface(F7) (outside MLRA 127,147, 148) _Thick Dark Surface(Al2) _Redox Depressions(F8) Very Shallow Dark Surface(F22) _Sandy Mucky Mineral(S1) Iron-Manganese Masses(F12)(LRR N, Other(Explain in Remarks) Sandy Gleyed Matrix(S4) MLRA 136) _Sandy Redox(S5) _Umbric Surface(F13)(MLRA 122,136) 3lndicators of hydrophytic vegetation and Stripped Matrix(S6) _Piedmont Floodplain Soils(F19)(MLRA 148) wetland hydrology must be present, Dark Surface(S7) Red Parent Material(F21)(MLRA 127, 147,148) unless disturbed or problematic. Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes X No Remarks: Soils doesn't meet F19 due lack of sediment depostion from the small adjacent stream. ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0 NC DWQ Stream Identification Form Version 4.11 Date: 0cit0-42e.r 6, 2021 Project/Site: AL.a4.4-Va keAd UT#1 Latitude: 36.213954 Evaluator: LaweSaudy, VI-16 County: Dw4-14.avwCoww}y, NC Longitude: -78.903339 Total Points:Stream is at Stream Determination Other: Daher takew least intermittent if> 19 or 30.25 perennial if> 30* Ephemeral Intermittent Perenni)2OOfeehoVyofMooreyMUARol, A.Geomorphology(Subtotal= 14.0 ) Absent Weak Moderate Strong la. Continuity of channel bed and bank 0 1 2 3� 2.Sinuosity of channel along thalweg 0 1 CO 3 3. In channel structure: riffle pool, step pool, ripple pool sequence 0 CD 2 _ 3 4. Particle size of stream substrate 0 CD 3 5.Active/relict floodplain 0 CD 2 3 6. Depositional bars or benches 0 C1 2 3 7. Recent alluvial deposits 0 1 C _ 3 8. Headcuts 0 C1 2 3 9.Grade Control 0 C:5) 1 1.5 10. Natural Valley 0 0.5 1 11.Second or greater order channel (No=0-) Yes=3 aartificial ditches are not rated;see discussions in manual B. Hydrology (Subtotal= 9.0 ) 12. Presence of Baseflow 0 1 0 3 13. Iron oxidizing bacteria 0 C1 2 3 14. Leaf litter 1.5 01 0.5 0 15.Sediment on plant or debris 0 0.5 1 16. Organic debris lines or piles 0 0i. 1 1.5 17.Soil-based evidence of high water table No=0 CYes=3T C. Biology (Subtotal= 7.25) 18. Fibrous roots in streambed 3 2 C1 0 19. Rooted upland plants in streambed 3 (7 1 0 20. Macrobenthos(note diversity and abundance) a) 1 2 3 21.Aquatic Mollusks U 1 2 3 22. Fish 0 0.5 CD 1.5 23. Crayfish 0 0.5 Cl) 1.5 24.Amphibians 0 C) 1 1.5 25.Algae 0 0.5 0 1.5 26.Wetland plants in streambed FAf /7 0.75D OBL= 1.5; Other=0 * perennial streams may also be identified using other methods. See p. 35 of manual Notes/Sketch: Tltie,e*vi-re,w e,u.r -er pc-v(iovI,of fki y c!^.0-414,.e 1,way oL,r y a-'!-ti,w,e,of t Itie,svhe,vi si t' kowenveV, resew! of 1-IA-i ,cltiatiw.eL may lye,-HA-e cowl ri.l-t factor. Tln-i ,over-wide,cltiatAw e L e>..,14.i,1244-5.a lya-wlc In.e.i g lvl-ra-hi.o-lye,Fwe,e,w 1.5 awol,2.0 awol,iy i.Vt,a cwvrewl-y hyl e,of�. 6ack,wa r iy e il-de 4A*f rowt,1'e In-e aol-wv- ry of-HAz n zo rlyy ol-owwyire.a.m,p-owoG. NC DWQ Stream Identification Form Version 4.11 Date: Oototire r 6, 2021 Project/Site: Ald.ev-V .tLey UT#2 Latitude: 36.207724 Evaluator: Lam.e,Saudy, VH6 County: Dwrk4.4 Couwty, NC Longitude: -78.903470 Total Points:Stream is at Stream Determination Other: Deuta,pai,wf-take ,all-pram least intermittent if> 19 3 8.00 or perennial if> 30* Ephemeral IntermittentCPerennial 150 fe-0-eVS'ofMosrekMW Rd,. A.Geomorphology(Subtotal=20.0 ) Absent Weak Moderate Strong la. Continuity of channel bed and bank 0 1 2 C 2.Sinuosity of channel along thalweg 0 1 U 3 3. In-channel structure: riffle-pool, step-pool, ripple-pool sequence 0 1 2 03 4. Particle size of stream substrate 0 1 2 U 5.Active/relict floodplain 0 1 2 0 6. Depositional bars or benches 0 1 n 3 7. Recent alluvial deposits 0 2 _ 3 8. Headcuts 0 01 2 3 9.Grade Control 0 C3 1 1.5 10. Natural Valley 0 0.5 1 0 11.Second or greater order channel (No=0-) Yes=3 aartificial ditches are not rated;see discussions in manual B. Hydrology (Subtotal= 10.0) 12. Presence of Baseflow 0 1 0 3 13. Iron oxidizing bacteria 0 1 Q 3 14. Leaf litter 1.5 01 0.5 0 15.Sediment on plant or debris 0 0.5 CD 1.5 16. Organic debris lines or piles 0 0.5 © 1.5 17.Soil-based evidence of high water table No=0 CYes=3T C. Biology (Subtotal= 8.0) 18. Fibrous roots in streambed 2 1 0 19. Rooted upland plants in streambed 0 2 1 0 20. Macrobenthos(note diversity and abundance) 0 ( 1) 2 3 21.Aquatic Mollusks U 1 2 3 22. Fish CD 0.5 1 1.5 23. Crayfish 0 ® 1 1.5 24.Amphibians 0 0� 1 1.5 25.Algae CD 0.5 1 1.5 26.Wetland plants in streambed FACW=0.75; OBL= 1.5; ther=0 * perennial streams may also be identified using other methods. See p. 35 of manual Notes/Sketch: T y h-i.ca,cc tt{z Uwtv a.c21-e.ol,c a vw.el,w l- ve rl i.cal.,Ibu wk,Y avtel.bu.wk,k.-2i gI4-ra-l-i,oi,ra.v..g u1g f ro-vw 1.5 to-2.0. NC DWQ Stream Identification Form Version 4.11 Date: Octobeti-6, 2021 Project/Site: AL6.er Valley UT'3 Latitude: 36.207893 Evaluator: Lam.e.Sandy, VH6 County: PA4'k44,.Cou.wty, NC Longitude: -78.902812 Total Points:Stream is at Stream Determination Other: least intermittent if> 19 22.50 or perennial if> 30* Ephemeral m itted Perennial A.Geomorphology(Subtotal= 10.5 ) Absent Weak Moderate Strong la. Continuity of channel bed and bank 0 1 ED 3 2.Sinuosity of channel along thalweg 0 1 U 3 _ 3. In channel structure: riffle pool, step pool, ripple pool sequence 0 1Q 2 3 4. Particle size of stream substrate 0 CD 2 3 5.Active/relict floodplain 0 U 2 3 6. Depositional bars or benches 0 D 2 3 7. Recent alluvial deposits C0 1 2 3 8. Headcuts 0 0 2 3 9.Grade Control 0 1 1.5 10. Natural Valley 0 0.5 0 1.5 11.Second or greater order channel (No=0-) Yes=3 aartificial ditches are not rated;see discussions in manual B. Hydrology (Subtotal= 6.0) 12. Presence of Baseflow 0 1 0 _ 3 13. Iron oxidizing bacteria DO 1 2 3 14. Leaf litter 1.5 1 ED 0 15.Sediment on plant or debris 0 C3 1 _ 1.5 16. Organic debris lines or piles Ci) 0.5 1 L 1.5 17.Soil-based evidence of high water table No=0 CYes=3-) C. Biology (Subtotal= 6.0) 18. Fibrous roots in streambed 3 C) 1 0 19. Rooted upland plants in streambed 3 CD 1 0 20. Macrobenthos(note diversity and abundance) 0 ( 1) 2 3 21.Aquatic Mollusks U 1 2 3 22. Fish CD 0.5 _ 1 1.5 23. Crayfish 0 ® 1 1.5 24.Amphibians 0 0� 1 1.5 25.Algae CD 0.5 1 1.5 26.Wetland plants in streambed FACW=0.75; OBL= 1.5; (tber=0 D * perennial streams may also be identified using other methods. See p. 35 of manual Notes/Sketch: Stre.cww s.,rcresz to- wve ram(-f t000lvkai.w wt+Lcu0 d,wil,HA,UT 2 cltia44442L Ca,}tLez i,wp ty a.Yt O42 1 wy NC DWQ Stream Identification Form Version 4.11 Date: Ocitai,Vr 6, 2021 Project/Site: AL6.er VaU.e y UT*4 Latitude: 36.209233 Evaluator: La.r•.e,Sandy, VH5 County: Dwr14..44,.Cou.wty, NC Longitude: -78.901484 Total Points:Stream is at Stream Determination Other: least intermittent if> 19 22.50 or perennial if> 30* Ephemeral Intermitted Perennial A.Geomorphology(Subtotal= 7.0 ) Absent Weak Moderate Strong la. Continuity of channel bed and bank 0 1 20 3 2.Sinuosity of channel along thalweg 0 01 2 3 3. In-channel structure: riffle-pool, step-pool, ripple-pool sequence CD 1 2 - 3 4. Particle size of stream substrate 0 CD 2 3 5.Active/relict floodplain CD 1 2 3 6. Depositional bars or benches 0 CD 2 3 7. Recent alluvial deposits CD 1 2 3 8. Headcuts CD 1 2 3 9.Grade Control 0 0.5 ED 1.5 10. Natural Valley 0 0.5 'CD 1.5 11.Second or greater order channel No=0 Yes=3 aartificial ditches are not rated;see discussions in manual B. Hydrology (Subtotal= 8.0) 12. Presence of Baseflow 0 1 0 3 13. Iron oxidizing bacteria 0 1 20 3 14. Leaf litter 1.5 1 0 15.Sediment on plant or debris 0) 0.5 1 1.5 16. Organic debris lines or piles 0 03 1 1.5 17.Soil-based evidence of high water table No=0 Yes=3 C. Biology (Subtotal= 7.5) 18. Fibrous roots in streambed 3 �2 1 0 19. Rooted upland plants in streambed CD 2 1 0 20. Macrobenthos(note diversity and abundance) 0 U 2 3 21.Aquatic Mollusks U 1 2 3 22. Fish ® 0.5 _ 1 1.5 23. Crayfish 0 1 1.5 24.Amphibians 0 03 1 1.5 25.Algae 0 ® 1 1.5 26.Wetland plants in streambed FACW=0.75; OBL= 1.5; aher=0 D * perennial streams may also be identified using other methods. See p. 35 of manual Notes/Sketch: Stre.cww s.ervey to-co-vwve ram(-f L000llokaikv we/I-La-0.0U wil,HA,UT 2 Ca,}tLez i w aC z area 042viov