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PROSPECTUS WILDLANDS TAR PAMLICO 01 UMBRELLA
MITIGATION BANK
Draft Site Name: Great Meadow Mitigation Site
Nash County, NC
Tar Pamlico River Basin
August 6, 2021 HUC 03020101
USACE Action ID No.TBD

PREPARED BY:
DRAFT PROSPECTUS
Wildlands Tar Pamlico 01 Umbrella Mitigation Bank
Site Name: Great Meadow Mitigation Site
Nash County, NC
Cape Fear River Basin
HUC 03020101
USACE Action ID No. TBD
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WILDLANDS
ENGINEERING
Wildlands Engineering, Inc.
312 West Millbrook Rd, Suite 225
Raleigh, NC 27609
Phone: [phone]
August 6, 2021

TABLE OF CONTENTS
Executive Summary 1
1.0 Mitigation Bank Introduction and Objectives 1
1.1 Introduction 1
1.2 Bank Location 1
1.3 Goals and Objectives 2
1.4 Qualifications of Bank Sponsor 2
2.0 Establishment and Operation of Mitigation Bank 3
2.1 Ownership Agreements 3
2.2 Landowner Information 3
2.3 Proposed Service Area 3
2.4 Need and Feasibility of Mitigation Bank 3
3.0 Ecological Suitability of Site 4
3.1 Bank Site Characterization 4
3.2 Cultural Resources and Significant Natural Heritage Areas 7
3.3 Threatened and Endangered Species 8
3.4 Floodplain Compliance 8
3.5 Site Constraints and Access 9
4.0 Mitigation Work Plan 9
4.1 Streams 9
4.2 Wetlands ..10
4.3 Vegetation Plan 11
5.0 Determination of Mitigation Credits 11
5.1 Initial Allocation of Released Credits 14
5.2 Subsequent Credit Releases 15
6.0 Performance Standards and Monitoring Plan 15
6.1 Stream Morphological Parameters and Channel Stability 15
6.2 Hydrology .16
6.3 Vegetation 16
6.4 Other Parameters 17
7.0 Maintenance and Long-Term Sustainability 18
7.1 Maintenance 18
7.2 Adaptive Management 18
7.3 Long Term Management Provisions 18
8.0 References 19
TABLES
Table 1. Mitigation Goals and Objectives 2
Table 2. Landowner Information 3
Table 3. Project Soil Types and Descriptions 7
Table 4. Federally Protected Species in Nash County, NC 8
Table 5. Proposed Easement Crossings 9
Table 6. Proposed Stream Mitigation Credits 12
Table 7. Proposed Wetland Mitigation Credits 13
Table 8. Stream Credit Release Schedule 13
Table 9. Riparian Wetland Credit Release Schedule 14
Table 10. Maintenance Plan 18
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FIGURES
Figure 1 Service Area Map
Figure 2 Vicinity Map
Figure 3 NCDOT Draft STIP FY 2020-2029
Figure 4 USGS Topographic Map
Figure 5 Site Map
Figure 6 Watershed Map
Figure 7 Soils Map
Figure 8 Concept Map
APPENDICES
Appendix A Historic Aerials
Appendix B NCDWR Stream Classification Forms
Appendix C Existing Geomorphic Data
Appendix D Option Agreements
Appendix E EDR Radius Report Summary
Appendix F LSS Hydric Soil Report
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Executive Summary
Wildlands Holdings VIII, LLC ("Sponsor") proposes to develop the Wildlands Tar Pamlico 01 Umbrella
Mitigation Bank. Wildlands Holdings VIII, LLC is wholly owned by Wildlands Engineering, Inc. (Wildlands).
The first site developed for the Bank will be the Great Meadow Mitigation Site ("Site")which will include
work on Swift Creek, Gideon Swamp, and three unnamed tributaries to Swift Creek in Nash County, NC.
The purpose of the Bank is to provide stream and wetland mitigation credits to compensate for impacts
to Waters of the United States and/or State Waters within the service area, Hydrologic Unit 03020101
(Tam Pam 01), as depicted in Figure 1.The resulting conservation easement is estimated to be 42 acres.
1.0 Mitigation Bank Introduction and Objectives
1.1 Introduction
The Great Meadow Mitigation Site being established under the proposed Bank is located on an active
cattle farm. In addition to Swift Creek and Gideon Swamp, the Site contains three unnamed tributaries
to Swift Creek that,for the purpose of this project, are referred to as Fisher Branch, Shard Branch, and
Fox Branch.The Site is located in the DWR Subbasin 03-03-02. All project streams flow to Swift Creek,
which is classified as an Outstanding Resource Water (ORW), Nutrient Sensitive Water(NSW), and Class
C water.
A review of historic aerials from 1950 to 2016 shows the Site streams have existed in their approximate
locations over time. Upper Fisher Branch, Shard Branch, and Fox Branch appear to have been
straightened at some point prior to 1950. Current land use at the Site is a mix of agriculture, including
active cattle and hay pasture, and forestry(Figure 2). Across the project Site, approximately 100 head of
cattle are currently managed.The majority of the property has been in cattle or hay pasture since
before 1977. Lower Fisher Branch was cleared before 1950, Gideon Swamp was cleared before 1961,
and the remaining floodplains were cleared by 1977.Additional logging in upland areas occurred east of
Fox Branch by 2016 but an adequate riparian buffer was left along the left bank of the channel. Some
revegetation has occurred on the west floodplain of upper Fisher Branch,the east floodplain of Shard
Branch, and the west floodplain and downstream end of Gideon Swamp. However, it appears today that
much of the regrowth is Chinese privet.
Within the project area,the streams are mostly eroded, alternatingly incised, and severely impacted by
livestock access. Wetlands have been degraded due to channel incision, tree clearing, and livestock
access. Some stream length is less incised and eroded but still accessed by livestock. The wetlands on
the site have been cleared and trampled by livestock.
The Sponsor proposes to restore 3,066 linear feet (LF) and enhance 6,840 LF of the site streams.The
Sponsor proposes to re-establish 3.747 wetland acres, rehabilitate 1.420 wetland acres, enhance 1.754
wetland acres, and create 0.494 wetland acres.This stream and wetland mitigation will include a
conservation easement area that is estimated to total 42 acres.
1.2 Bank Location
The proposed Bank (36.131215° N, 77.953729°W) is in northern Nash County approximately six miles
northwest of Red Oak(Figure 1, Figure 2).The site is located within within the Hydrologic Unit Code
(HUC) 03020101130070 and DWR Subbasin 03-03-02.The project site drains to Swift Creek which drains
to the Tar River.
To get to the Site from Raleigh, NC take 1-40 to exit 14 for US-64 east. Follow US-64 east to exist 459 in
Nashville, NC.Turn left on NC-58 west for 0.2 miles and then right on Taylor's Store Rd. In approximately
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9 miles,turn right on Wheeless Cabin Rd. At T intersection,turn left on Cooper Rd. 11901 Cooper Road
is approximately 0.2 miles on the right.
1.3 Goals and Objectives
The proposed Bank described above will provide numerous ecological benefits within the Cape Fear
River Basin. Project benefits include site specific improvements and watershed scale benefits.
The project goals and related objectives are described in Table 1. Project goals are desired project
outcomes and objectives are activities that will result in the accomplishment of goals.The project will be
monitored after construction to demonstrate success. A detailed monitoring program will be described
in the forthcoming mitigation plan.
Table 1. Mitigation Goals and Objectives
Goal Objective Expected Outcomes
Exclude livestock Remove livestock from site or install Reduce sediment,turbidity, nutrient, and fecal
from streams and livestock exclusion fencing along the
wetlands. conservation easement. coliform bacteria inputs.
Construct stream channels that will
Improve stream I maintain stable cross-sections, patterns, Reduce shear stress on channel boundary. Reduce
channel stability. and profiles over time. Repair eroding sediment inputs from bank erosion.
stream banks with bioengineering.
Install habitat features such as Increase and diversify available habitats for
Improve instream
constructed riffles, cover logs,and brush macroinvertebrates,fish,and amphibians, leading
habitat. toes in restored/enhanced streams.Add to colonization and an increase in biodiversity over
woody materials to channel beds. time.Add complexity including large woody debris
Construct pools of varying depth. (LWD)to the streams.
Reconnect Construct stream channels with Allow more frequent flood flows to disperse on the
channels with appropriate bankfull dimensions and floodplain.Support geomorphology and higher-
floodplains. depth relative to the existing floodplain. level functions. Improve wetland hydrology.
Restore wetland Restore riparian wetlands and associated
soil structure by raising stream beds,
hydrology,soils, plugging existing ditches, removing Raise local groundwater elevations. Periodically
and plant livestock impacts, and planting native inundate floodplain wetlands and vernal pools.
communities.
wetland species. _
Restore and Plant native canopy and understory Reduce sediment inputs from bank erosion and
enhance native species in riparian zone and plant native runoff. Increase nutrient cycling and storage in
floodplain and shrub and herbaceous species on floodplain. Provide riparian habitat.Add a source
streambank streambanks.Treat invasive species within of LWD and organic material to streams.Support
vegetation. I the project area. all stream functions.
Permanently Establish a conservation easement on the Protect Bank from encroachment on the riparian
protect the project Bank. corridor and direct impact to streams and
from harmful uses. wetlands.Support all stream functions.
1.4 Qualifications of Bank Sponsor
Wildlands Holdings VIII, LLC,the bank sponsor(Sponsor), is wholly owned by Wildlands Engineering, Inc.
Wildlands is a multidisciplinary professional engineering firm that brings together the expertise
necessary to create outstanding ecological restoration projects in a timely and cost-effective manner.To
execute stream and wetland mitigation projects, Wildlands assembles a team of project specific
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subcontractors to perform surveying, construction services, and planting. Each of these subcontractors
has substantial experience in stream, wetland, and buffer restoration in North Carolina and a substantial
full-time professional staff presence in North Carolina. For this project, Wildlands will serve as the
Authorized Agent.
Wildlands Engineering, Inc.
1430 South Mint Street, Suite 104
Charlotte, NC 28203
Phone: [phone]
Fax: [phone]
Attn: Shawn Wilkerson
Email: [e-mail]
2.0 Establishment and Operation of Mitigation Bank
2.1 Ownership Agreements
The Site is located on three parcels owned by two families, and option agreements to record a
conservation easement for the Site have been signed by all landowners. Upon completion of the review
process for the bank prospectus, the Sponsor will submit a detailed mitigation plan and an umbrella
mitigation banking instrument (UMBI) for the site. The UMBI will provide detailed information regarding
bank operation and the long-term management of the Bank. Once the final mitigation plan is approved
and the accompanying instrument executed by members of the Interagency Review Team (IRT), the
Sponsor will record a conservation easement on the Bank.
2.2 Landowner Information
Table 2 lists the landowner names, parcel identification number(s), deed book numbers, page numbers,
and address associated with each parcel on the site. Option memos and parcel deeds are located in the
appendices.
Table 2. Landowner Information
Landowner PIN Deed Book and Page Number Address
Linda E. Fisher 380600870855U DB 1375: PG 537 11901 Cooper Rd.
Linda E. Fisher 380600991245U DB 2795: PG 219 Nashville, NC 27856
Linda E. Fisher 380600869333U DB 3033: PG 794
East Carolina Council, Boy P.O. Box 1698
380600973519U DB 377: PG 75
Scouts of America, Inc. Kinston, NC 28503
2.3 Proposed Service Area
The Bank will be established to mitigate impacts to Waters of the United States and/or State Waters
within the service area depicted in Figure 1. This service area includes the Tar Pamlico 01 (Hydrologic
Unit 03020101) and the cities of Oxford, Henderson, Louisburg, Nashville, and Rocky Mount.
2.4 Need and Feasibility of Mitigation Bank
2.4.1 Need
Basinwide
The Tar Pamlico 01 basin, as described in the DWR 2014 Tar-Pamlico River Basin Water Quality Plan
(WQP), contains significant development in and around the municipalities mentioned above and also
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has several large, registered agricultural operations. Several federal and state highways run through the
basin including US-64, US-1, 1-95, I-85, US-15, and US-158. Developing a mitigation bank will allow
unavoidable impacts to Waters of the United States within the service area to be mitigated
appropriately and provide a means for the economic growth of this region to continue while ensuring
aquatic resources and water quality are maintained. This includes the potential widening for the roads
within the watershed.
The Sponsor expects Bank customers will include private enterprises and public entities with North
Carolina Division of Transportation (NCDOT) as the primary client. Figure 3 depicts the potential projects
set forth by NCDOT for fiscal years 2020-2029 within the Tar Pamlico 01 watershed. This includes
transportation projects along several state, regional, and transition highways.
Local Subbasin
The proposed Bank is located in DWR subbasin 03-03-02 and HUC 03020101130070.There are no
current local or state watershed plans associated specifically with this subbasin.The watersheds for
Fisher Branch, Shard Branch, and Fox Branch are dominated by pasture (43%, 50%, and 12%
respectively) and forest(43%, 41%, and 66% respectively) with developed areas making up less than 2%
in all cases. The 2018 River Basin Restoration Priorities document indicates that the overall goals for all
five CUs are to promote nutrient reduction through stormwater BMPs, promote nutrient and sediment
reduction in agricultural areas by restoring and preserving wetlands, streams, and riparian buffers,
continue targeted implementation of projects under the Nutrient Offset and Buffer programs, as well as
focus DOT sponsored restoration in areas where they will provide the most functional improvement to
the ecosystem; and protect to protect, augment, and connect conservation lands.The proposed project
will address many of these goals.
2.4.2 Feasibility
A Radius Map Report was ordered for the Bank through Environmental Data Resources, Inc. (EDR) and
obtained on August 2, 2021. No target properties, nor adjacent landowner properties,were listed in any
of the Federal, State, or Tribal environmental databases searched by EDR.A summary of the EDR report
is included in the appendix.
The Bank is located in a rural watershed where the dominant land uses are agriculture, forest, and
residential.The site is not located near any towns and there are no developmental pressures in the area
that suggest future changes in land use that might alter the watershed and/or add stressors to the
project.
Based on the preliminary existing conditions assessments performed at the Bank in 2021, Wildlands is
confident that the site has substantial potential for the development of a viable mitigation bank.
Although there are no specific planning goals to address other than the 2018 RBRP goals,the mitigation
plan will address issues associated with long-term agricultural land use and its effects on the aquatic
resources on site. The project will provide substantial uplift to the Swift Creek watershed and the Tar
Pamlico River Basin.
3.0 Ecological Suitability of Site
3.1 Bank Site Characterization
The Bank Site is currently maintained for livestock pasture with sparsely wooded buffers along the
project streams.The Site is a livestock operation with approximately 100 head of free-range beef cattle
on site throughout the year and 10 pigs. Cattle have access to pastures and streams. Pastures are
fertilized most years during spring or fall and livestock waste is left to break down in place on pastures.
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Most of the streams and wetlands on site have been heavily impacted by livestock access.The existing
conditions of Bank streams are described in Section 3.1.1, existing wetlands are described in Section
3.1.2, and existing vegetation is described in Section 3.1.3.The appendix contains stream determination
forms and stream geomorphic data. Figure 4 is a topographic map of the site, Figure 5 illustrates the
existing Site conditions, and Figure 6 is a map of the project stream watersheds.
3.1.1 Existing Conditions-Streams
Fisher Branch
Fisher Branch flows south onto the site through a moderately sloped, unconfined valley with a mixture
of mature vegetation, Chinese privet(Ligustrum sinese), and cattle pasture in the riparian area.
Livestock have access to all reaches on Fisher Branch. Reach 1 is characterized by mild to moderate
incision with a bank height ratio (BHR) of 1.5 (XS1).There are several debris jams made of large woody
debris (LWD) acting as temporary grade controls. One debris jam part way down Reach 1, as the stream
enters the livestock pasture, caused the stream to abandon its original channel to create an active
channel in the pasture.This active channel has no gravel substrate, no bedform, no leafpacks, is
trampled by livestock, and is downcutting to meet the original channel. Where not flowing through
pasture, the channel is characterized by lateral instability, scour, livestock trampling, and mass wasting
of streambanks.The substrate is gravel and there are riffle-pool sequences and evidence of leaf packs in
the channel.
Fisher Creek Reach 2 is has localized scour, livestock trampling, and less
than 50 feet of wooded buffer on portions of the reach.Two exposed
bedrock seams control the degree of incision on this reach.The existing
culvert is perched approximately six inches on the downstream side, = —_
limiting aquatic organism passage.The substrate is gravel,there is _ - -_ _=-
appropriate bedform, and evidence of leaf packs in the channel. LWD is - `= ==�
present. Reach 3 is characterized by several debris jams temporarily holding =__= - - _ -_-
grade.There is lateral instability and anabranching channels due to debris - - _  3
jams. Livestock have trampled banks and cows wallow in the channel.There - _ _
is a lack of bedform, the bed material is embedded with fines, and fewer
leaf packs. LWD is present in the debris dams. Reach 4 enters a more
heavily wooded area, and while livestock still access this area,the valley is
steeper and the riparian buffer wider than Reaches 1-3.There is periodic Fisher Branch Reach 4
scour and incision. Exposed bedrock acts as grade control.The substrate is
gravel and the bedform is present and variable with evidence of leaf packs.
Shard Branch Up and downstream of Debris Jam on Shard Branch
Shard Branch flows south onto the Site from a - = _._= -= - _ = •
large, wooded tract upstream.The right floodplain -_ _ - _ _
is an active livestock grazing pasture, and the left - - - _=-
floodplain varies in the width of wooded —. _
vegetation from a single line of trees to 50+feet, -_ , __- ---
with the remaining being pasture.Along Reaches _
1-3, livestock access has caused a mass wasting of -
bank material,trampling of banks and streambed, .
and a fining of bed material through ongoing
trampling and wallowing. The bed material is =-_ - ! = =__
dominated by fines, there is no bedform variability,
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and little presence of LWD and leaf packs within the channel, other than periodic debris jams. Reach 2
has a greater degree of instability than Reaches 1 and 3, caused by a debris jam changing the flowpath
of the channel, similar to Fisher Branch Reach 1, and then downcutting to reconnect to the original
flowpath. Reach 4 of Fisher Branch has a bedrock step-pool sequence that starts below the existing
crossing and ends near the confluence with Swift Creek.The channel is connected to the floodplain and
has LWD,varied bedform, and evidence of leaf packs. While livestock have access to the area,the
steepness of the valley has limited their apparent use.The riparian buffer is a combination of hardwood
trees and abundant Chinese privet.
Fox Branch
Fox Branch flows south onto the site from a large, wooded tract upstream.
pvary ranging single ; 4. ' I � k„
Wooded riparian buffers in width ran in from a line of trees to �
over 50 feet wide. The remaining floodplain area is active livestock pasture r 3' i ► ;,g'*;
on the right and silviculture on the left. Reach 1 of Fox Branch is a�
characterized by lateral instability, incision, and scour.There is trampling of
banks from livestock access contributing fines to the system. Bedform on " 'g ''
Reach 1 is present and variable with LWD and leaf packs. Reach 2 of Fox ti yr
Branch is not incised and has localized scour.Two hairpin turns show a high , ;./ � F t`
degree of instability on the reach.The channel substrate is gravel and `.'
7
bedform is present and variable and there is LWD and leaf packs.The 4,74 4,z
channel begins to incise on Reach 2 as it approaches Swift Creek. Sediment °" p,:,
along the banks indicates that the last 200 feet of Fox Branch often +
inundates when Swift Creek has large storm events.
Gideon Swamp Beaver Dam
Gideon Swamp
Gideon Swamp flows east into the Site.The width of wooded buffer varies
with the remaining floodplain being active livestock pasture. Gideon Swamp has localized scour.A
beaver dam near the downstream end backwaters Reach 2 by 2-4 feet in depth and also acts as a
temporary grade control.The top two feet of the beaver dam have been removed to reveal localized
scour on streambanks. Channel substrate is gravel and bedform is diverse where not backwatered from
the beaver dam. LWD is present.
3.1.2 Existing Wetlands
Existing jurisdictional wetlands along Fisher Branch are impaired by livestock access,the drainage
influence of the incised stream channel, and infrequent overbank events.These wetlands contain low
density woody vegetation and limited species diversity. Wetlands along Shard Branch Reaches 1 and 3
have appropriately functioning wetland hydrology but are trampled by cattle and contain almost no
woody plants.The large wetland on the left floodplain of Shard Creek Reach 2 is devoid of woody
vegetation and partially drained Shard Creek Reach 2. Existing wetlands adjacent to Fox Branch and
Gideon Swamp are degraded by cattle access, and limited density of woody stem density and diversity.
The shrub stratum of wetlands along Gideon Swamp is dominated by Chinese privet. A licensed soil
scientist confirmed presence of hydric soil in all existing wetlands (see LSS Report in appendix).
There are additional hydric soil areas at the Site which do not have a contemporary wetland hydrology
regime.This suggests historic presence of wetlands that have been drained by stream incision.A
preliminary hydric soil investigation report conducted by a licensed oil scientist is included in the
appendix.
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3.1.3 Existing Vegetation
All of the Site is currently maintained for livestock pasture with narrow buffers along the project
streams.The wooded riparian buffers on site streams are dominated by a mix of American beech (Fagus
grandifolia), white oak(Quercus alba), sweet gum (Liquidambar styraciflua), river birch (Betula nigra),
sourwood (Oxydendrum arboretum),American elm (Ulmus americana),American sycamore (Platanus
occidentalis), red maple (Acer rubrum), silver maple (Acer saccharinum), sweetbay magnolia (Magnolia
virginiana), loblolly pine (Pinus taeda), and winged Elm (Ulmus alata). Understory species included green
brier(Smilax sp.),American holly(Ilex opaca), multiflora rose (Rosa multiflora), and Chinese privet. The
forested areas of the site are dominated by Chinese privet. Vegetation in areas managed in livestock and
pasture is dominated by common pasture grasses such as tall fescue (Festuca arundinacea)with soft
rushes (Juncus effuses) in wet, low lying areas. Pasture weeds are also present.
In most locations, Swift Creek has a limited wooded buffer on the left floodplain.Typically, the Swift
Creek buffer width ranges between 5 and 30 feet. Gideon Swamp's buffer condition varies, with some
areas having an adequate wooded buffer(>_50 feet), and others having a narrower wooded buffer (as
low as 20 feet). Fisher Branch lacks a wooded buffer along the left floodplain of Reaches 1 and 3 but has
adequate wooded buffer(>_50 feet), along Reaches 2 and 4. Shard Branch has a moderate wooded
buffer along its left bank that varies from a single line of trees on Reach 1 to 100 feet in width. Shard
Branch Reaches 1 and 3 have little to no wooded buffer on the right floodplain. Once Shard Branch
reaches the confluence with Swift Creek on Reach 4 the buffer is adequate (>_50 feet). Fox Branch ranges
in its extent of buffers between 20 feet in width to over 100 feet.
3.1.4 Soils
The proposed project is mapped by the Web Soil Survey for Nash County. The primary project area soils
are described below in Table 3. Figure 7 provides a soil map of the Site. Wehadkee soils are mapped as
the primary soil group in the floodplains of project streams,with a combination of Wickham fine sandy
loams and Georgeville loams on the stream terraces, interfluves, and hillsides.
Table 3. Project Soil Types and Descriptions
Soil Name Description
Wehadkee loam Deep loamy, poorly drained soil located in depressions and floodplains. It
frequently floods and ponds. Located on the majority of site floodplains.
Georgeville loam Deep loamy,well-drained soil that ranges in location from interfluves to hillslopes
and ridges depending on landform slope. Located on site hillsides.
Wickham fine sandy loam Deep sandy loam,well-drained soil located on stream terraces. Located on the
Swift Creek and Fox Branch floodplains.
Goldsboro fine sandy loam Deep sandy loam,well-drained soil located on level and gently sloping uplands.
Located on the Shard Branch floodplain
Source:Web Soil Survey https://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx
3.2 Cultural Resources and Significant Natural Heritage Areas
There are several entries in the State Historic Preservation Office's National Register in the vicinity of the
Site, but none located on Site parcels or that are expected to be impacted by Site activities.The
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archaeological site files at the North Carolina Office of state Archaeology (OSA) have not been reviewed
at this time. All appropriate cultural resource agencies will be contacted for their review and comment
prior to any land disturbing activity.
The NC Natural Heritage Program (NHP) Managed Areas and Significant Natural Areas references Swift
Creek Aquatic Habitat with an R1 exceptional rating. It also references the Sandy Creek Game Land three
miles west of the site and the Shocco Creek Game Land three miles northwest of the site (Figure 2).
3.3 Threatened and Endangered Species
Wildlands searched the US Fish and Wildlife Service (USFWS) and NHP databases for federally protected
plant and animal species in Nash County, NC. Currently the red-cockaded woodpecker(Picoides
borealis), Michaux's sumac (Rhus michauxii),Tar River spinymussel (Elliptio steinstansana), and dwarf
wedgemussel (Alasmidonta heterodon) are federally listed as endangered.The yellow lance (Elliptio
laceolata) is federally listed as threatened.A pedestrian survey conducted on April 6, 2021 indicated
that the project area provides suitable habitat for the dwarf wedgemussel. No suitable habitat was
identified for the red-cockaded woodpecker, Michaux's sumac,Tar River spinymussel, or yellow Lance.
Wildlands will conduct a full review of the Site for protected species upon award of the contract and will
coordinate with USFWS and NCWRC as necessary based on that review.
Table 4. Federally Protected Species in Nash County,NC
Species Federal Habitat
Status
Birds
Red-cockaded woodpecker Endangered Open pine woodlands and savannahs with large specimen trees.
(Picoides borealis) Little to no hardwoods.
Flowering Plant
Michaux's sumac(Rhus
Endangered Sandy or rocky open woods on acidic soils.
michauxii)
Clams
Tar River spinymussel Endangered Relatively fast flowing,well oxygenated water with silt free gravel
(Elliptio steinstansana) substrate.
Dwarf wedgemussel Endangered Muddy sand, sand, and gravel streambeds generally found around
(Alasmidonta heterodon) logs and root mats.
Yellow lance (Elliptio Threatened Clean,coarse to medium sand in large creeks or rivers with high
laceolata) dissolved oxygen levels.
Habitat information from the following website:https://www.fws.gov/raleigh/species/cntylist/caswell.html
A pedestrian survey conducted on April 6, 2021 indicated that the project area provides suitable habitat
for the dwarf wedgemussel. No suitable habitat was identified for the red-cockaded woodpecker,
Michaux's sumac,Tar River spinymussel, or yellow Lance. Wildlands will conduct a full review of the
Bank for protected species upon approval of the prospectus and will coordinate with USFWS and the
North Carolina Wildlife Resource Commission (WRC) as necessary based on that review.
3.4 Floodplain Compliance
The Site is represented on the Nash County Flood Map 3720380600J. Swift Creek and Gideon Swamp are
mapped in FEMA Zone AE and have associated limited detailed models.There is no mapped floodway.
The remaining tributaries show zone AE at their confluences with Swift Creek but are not modeled.
Wildlands will coordinate with the Nash County floodplain administrator to obtain a floodplain
development permit and meet permit requirements.
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The project will be designed to avoid adverse floodplain impacts or hydrologic trespass on adjacent
properties or local roadways.
3.5 Site Constraints and Access
Four internal easement breaks are proposed at the Site to maintain landowner access to adjoining
tracts. Ford and culvert crossings are proposed to be fenced and gated if needed for livestock exclusion.
Culvert crossings are located at existing culverts. Culverts will be analyzed to determine if they need to
be replaced to support the functional uplift of the stream system. Replacement culverts will be designed
with the restored stream bed profile to allow for aquatic organism passage.The crossings are
summarized and numbered below in Table 5 and displayed on Figure 8.
Table 5. Proposed Easement Crossings
No. Width(ft) Location Internal or External Crossing Type
1 60 Fisher Creek Reach 2 Internal Proposed Gated Culvert Crossing
2 60 Shard Branch Reach 1 Internal Proposed Gated Culvert Crossing
3 60 Shard Branch Reach 4 Internal Proposed Gated Culvert Crossing
4 30 Gideon Swamp Internal Proposed Gated Ford Crossing
The easement boundaries around all streams proposed for mitigation credit provide the required 50-
foot minimum riparian buffer for Piedmont streams.The easement area will be marked per USACE
guidelines.
The entire easement area can be accessed for construction, monitoring, and long-term stewardship
from Cooper Road.There is one airport (Double S airport) located approximately five miles from the
Site.The airport is registered for personal use and has a single, turf runway.
3.5.1 Water Rights
The landowner grows pumpkins in a field along Swift Creek, north of Gideon Swamp. During very dry
years, she hires someone with an irrigation pump system to put approximately 1-inch of water from
Swift Creek on the pumpkin seeds. She did not do it in 2021.There are no known water rights issues.
4.0 Mitigation Work Plan
4.1 Streams
The proposed bank will include 9,176 LF of stream restoration and enhancement levels I and II.These
approaches were chosen to provide the highest degree of ecological uplift to system. Figure 8 provides
an overview of the proposed mitigation activities on the site.
Restoration is proposed for Fisher Branch R1 and R3, and Shard Branch R2. For restoration reaches,
dimension, pattern, and profile will be designed to allow for frequent overbank flooding, provide stable
bank slopes, and enable biological uplift.All of the restoration reaches are perennial streams.The level
of impact from livestock access and existing head cuts warrant this level of intervention. Reference
streams will be identified and will serve as one of the primary sources of information for restoration
designs. Modeling and other detailed analyses will be used as appropriate to develop or verify designs.
Generally, stream designs will be based on a design discharge range that, in most cases,will
approximate the bankfull discharge but will be selected to meet the objectives of the design. The
discharge will be determined through detailed hydrologic analyses using the best available information
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such as local or regional stream gage records, empirical regional stream flow measurements, hydrologic
modeling results, and reference stream flows. Other discharges (such as baseflow or flows to support
instream habitat features)will also be considered during the design process based on the specific
project objectives.
The majority of stream Priority 1 profile restoration will be achieved by tying into head cuts or existing
shallow grade at upstream limits of each reach. A Priority 2 transition zone at the upstream end will only
be required on Fisher Branch Reach 1. Reaches within the project will be designed as unconfined alluvial
streams (Rosgen C-type streams). Designs will incorporate riffles with a heterogeneous mixture of bed
material, pools of varying depth, and rock and log structures to provide grade control. Channel bends
will be protected with bioengineering methods such as brush toes, lunker logs, boulder toes, and
vegetated soil lifts. Live stakes will be used where streambanks are restored to provide long term bank
protection.
Enhancement I is proposed on Fox Branch Reach 1.This reach is laterally unstable and moderately
incised. Unlike the restoration reaches,the existing channel has bedform diversity and fewer active
wallow areas.The riparian buffer is adequate on the left floodplain, but less than fifty feet on the right
floodplain. Enhancement I activities will include raising the stream channel, addressing unstable pattern
and dimension, adding bedform variability, excluding livestock,treating Chinese privet, and establishing
a minimum of 50'wooded riparian buffer on each floodplain.
Reaches slated for Enhancement II approach include Fisher Creek Reaches 2 and 4; Shard Branch
Reaches 1, 3, and 4; Fox Branch Reach 2; and Gideon Swamp Reaches 1 and 2. These reaches are
geomorphically stable in their current condition and generally have lower bank height ratios, low bank
slopes, and a lesser degree of erosion.There is a varying degree of wooden riparian buffer on these
reaches. Most reaches have at least a single line of trees on one bank. Many of the existing wooded
areas are dominated by Chinese privet. Livestock have access to all Enhancement II reaches.The primary
enhancement activities include the exclusion of livestock, the reestablishment of a wooded riparian
buffer,the treating of Chinese privet in established riparian buffers, and the use of in stream and bank
structures to treat headcuts and localized scour.
Livestock will be excluded from all streams and native riparian buffers will be planted to a minimum of
50-feet from the proposed top of bank where no canopy currently exists. All streams on site will have
buffers extending to the required 50 feet. Supplemental planting may occur in areas of open canopy in
order to meet targeted tree densities.The majority of the Site is wooded; care will be taken during
construction to minimize clearing limits.
4.2 Wetlands
Proposed wetland mitigation includes enhancement and rehabilitation of existing wetlands, re-
establishment of historic wetlands, and wetland creation. Wetland enhancement practices will include
livestock exclusion, establishment of a native hydrophytic vegetation community, and treatment of
invasive species. Wetland hydrology will be restored in re-establishment and rehabilitation areas by
Priority 1 construction of an appropriately sized stream channel and surface roughening to increase
infiltration. Wetland re-establishment is proposed in areas containing hydric and non-hydric soils.The
non-hydric areas proposed for re-establishment typically exhibit soil morphology influenced by
saturation, but the depletions comprise a slightly lower percentage of the matrix or begin at a slightly
greater depth than required to achieve hydric soil criteria (see LSS Report in appendix). It is likely these
soils will support wetland hydrology following Priority 1 stream restoration. Wetland creation is
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proposed on the right side of the upstream portion of Fisher Branch Reach 1.This area is currently
upland but appears to have a seasonal high water table 16-18 inches below the soil surface and is only
slightly deficient in achieving existing wetland criteria.This area is proposed for creation instead of re-
establishment because it is on a terrace approximately two feet higher than the adjacent Fisher Branch
floodplain. Wildlands expects minor grading could successfully convert this area to jurisdictional
wetland. Wetland credit zones are presented in Figure 8.
4.3 Vegetation Plan
As described in Section 3.1.2, riparian buffers throughout the
project site are largely inadequate and Chinese privet is
abundant. Riparian buffer areas that are not currently
wooded are in pasture grasses. Planting or supplementing ' f"
riparian buffers on project streams will not only improve
terrestrial habitat but will contribute to water quality • `
improvements as well. Approximately 70%of the project site
is not forested or in privet and will be planted.
`
The Site will be planted following construction of the project. r
The planting plan will be based on an appropriate nearby Planted riparian buffer
reference community and past project experience.The plan
will be developed to restore appropriate strata (canopy, understory, shrub, and herbaceous layers).
The canopy will be restored through planting of bare root trees.The understory and shrub layers will be
restored through a combination of planting bare root, low growth species and installing live stake shrub
species.The herbaceous layer will be restored by seeding the disturbed area with a native seed mix with
an emphasis placed on creating good soil contact to encourage germination.
5.0 Determination of Mitigation Credits
Use of credits from the bank to offset stream and riparian buffer impacts authorized by federal permits
or state water quality certifications must be in compliance with the Clean Water Act, Section 404(b)(1)
guidelines and other applicable state and federal legislation, regulations, and policies. Prior to the
release of credits, the following requirements will be met: IRT approval of the final mitigation plan and
execution of the banking instrument, recordation of the conservation easement, and establishment of
appropriate financial assurances.A summary of the proposed credits is included in Tables 6 and 7.A 1:1
credit ratio is proposed for restoration. A number of credit ratios are proposed for enhancement level II
areas in acknowledgement that different treatment measures are proposed.All stream mitigation
credits are designated as warm water stream credits. A proposed credit release schedule is also
provided in this Section and follows the current IRT Mitigation Banking Instrument Template.
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Table 6. Proposed Stream Mitigation Credits
Stream Credits
Type of Length Stream
Reach Management Objectives Mitigation (feet)1 Ratio Credits
RESTORATION
Fisher Restore appropriate 2,160 1 2,160
Branch R1 dimension,pattern,and
Fisher profile with Priority 1
Branch R3 restoration. Install habitat 570 1 570
structures,allow bankfull Restoration
Shard floodplain access.Establish
Branch R2 native riparian buffer and 336 1 336
exclude cattle.
Restoration Subtotal 3,066 3,066
ENHANCEMENT I
Restore appropriate
dimension,pattern,and
profile with Priority 1
Fox Branch restoration.Install habitat Enhancement I 730 1.5 487
R1 structures,allow bankfull
floodplain access.Establish
native riparian buffer and
exclude cattle.
Enhancement I total 730 487
ENHANCEMENT II
Fisher 517 3.5 148
Branch R2
Fisher 480 3.5 137
Branch R4
Shard 1,291 2.5 516
Branch R1
Shard Spot bank erosion repair. 564 2.5 226
Branch R3 Establish native riparian
Shard buffer where needed and Enhancement II
Branch R4 exclude cattle. 265 7.5 35
Gideon 1,110 2.5 444
Swamp R1
Gideon 563 3.5 161
Swamp R2
Fox Branch 1,320 4.5 293
R2
Enhancement II Subtotal 6,110 1,960
TOTAL: 9,176 5,513
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Table 7. Proposed Wetland Mitigation Credits
Wetland credits
Management Type of Area3 Wetland
Area Ratio
Objectives Mitigation (Acres) Credits
Raise adjacent stream
beds to improve
Wetland hydrology,establish Wetland
Reestablishment native wetland Reestablishment 3.747 1 3.747
vegetation,exclude
cattle
Wetland establish native Wetland
Rehabilitation wetland vegetation, Rehabilitation 2.130 1.5 1.420
exclude cattle
Wetland Treat invasive species, Wetland
Enhancement exclude cattle Enhancement 3.508 2 1.754
Raise adjacent stream
beds to improve
Wetland hydrology,cut(less Wetland
Creation than 1 ft)of floodplain, Creation 1.481 3 0.494
treat invasive species,
exclude cattle
—
TOTAL: 10.866 7.415
Credit Release Schedule
All credit releases will be based on the total credit generated as reported by the as-built surveys of the
Bank. Under no circumstances shall the Bank be debited until the necessary Department of Army(DA)
authorization has been received for its construction or the District Engineer(DE) has otherwise provided
written approval for the project in the case where no DA authorization is required for construction of
the mitigation project.The DE, in consultation with the IRT, will determine if performance standards
have been satisfied sufficiently to meet the requirements of the release schedules below. In cases where
some performance standards have not been met, credits may still be released depending on the
specifics of the case. Monitoring may be required to restart or be extended, depending on the extent to
which the site fails to meet the specified performance standard.The release of project credits will follow
the Monitoring Requirements and Performance Standards for Compensatory Mitigation in North
Carolina, dated February 9, 2013.The proposed credit release schedule is shown in Tables 8 and 9.
Table 8. Stream Credit Release Schedule
Credit
Release Credit Release Activity Interim Total
Milestone Release Released
1 Bank Establishment 15% 15%
2 Completion of all initial physical and biological improvements made 15% 30%
pursuant to the Mitigation Plan
3 First year monitoring report demonstrates channels are stable and interim 10% 40%
performance standards have been met
4 Second year monitoring report demonstrates channels are stable and 10% 50%
interim performance standards have been met
5 Third year monitoring report demonstrates channels are stable and interim 10% 60%
performance standards have been met
6 Fourth year monitoring report demonstrates channels are stable and 5% 65%
interim performance standards have been met (75%*)
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Credit
Release Credit Release Activity Interim Total
Milestone Release Released
7 Fifth year monitoring report demonstrates performance standards are 10% 75%
being met (85%*)
8 Sixth year monitoring report demonstrates performance standards are 5% 80%
being met (90%*)
Seventh year monitoring report demonstrates that channels are stable, 90%
9 performance standards have been met. 10%
(100%')
*A 10%reserve of credits to be held back until the bankfull event performance standard has been met.
Table 9. Riparian Wetland Credit Release Schedule
Credit
Release Credit Release Activity Interim Total
Milestone Release Released
1 Bank Establishment 15% 15%
2 Completion of all initial physical and biological improvements made 15% 30%
pursuant to the Mitigation Plan
3 First year monitoring report demonstrates interim performance standards 10% 40%
are being met
4 Second year monitoring report demonstrates interim performance 100 500
standards are being met
5 Third year monitoring report demonstrates interim performance standards 150 650
are being met
6 Fourth year monitoring report demonstrates interim performance 5% 70%
standards are being met
Fifth year monitoring report demonstrates performance standards are
being met; Provided that all performance standards are met,the IRT may
7 allow the Bank Sponsor to discontinue hydrologic monitoring after the fifth 15% 85%
year, but vegetation monitoring must continue for an additional two years
after the fifth year for a total of seven years
8 Sixth year monitoring report demonstrates performance standards are 50/ 90%
being met
9 Seventh year monitoring report demonstrates performance standards are 10% 100%
being met,and project has received close-out approval
5.1 Initial Allocation of Released Credits
The initial allocation of released credits is defined as Bank Establishment in the 2013 Wilmington District
credit release schedule guidance document.The initial allocation can be released without prior written
approval of the DE upon satisfactory completion of the following activities:
a. Execution of the UMBI by the Sponsor and the USACE.
b. Approval of the final mitigation plan.
c. Recordation of the conservation easement and delivery of a title opinion acceptable to the
USACE.
d. Delivery of the financial assurances described in the mitigation plan.
e. 404 permit verification for construction of the site, if required.
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5.2 Subsequent Credit Releases
All subsequent credit releases must be approved by the DE, in consultation with the IRT, based on a
determination that required performance standards have been achieved. For stream projects, a reserve
of 10%of a site's total stream credits shall be released after four bankfull events have occurred in
separate years, provided the channel is stable and all other performance standards are met. In the event
that less than four bankfull events occur during the monitoring period, release of these reserve credits
shall be at the discretion of the IRT. As the bank approaches milestones associated with the credit
release, Wildlands will submit a request for credit release to the DE along with documentation
substantiating achievement of criteria required for release to occur.This documentation will be included
with the annual monitoring report.
6.0 Performance Standards and Monitoring Plan
The performance criteria for the Site will follow approved performance criteria presented in the October
2016 IRT Mitigation Monitoring Guidance.Annual monitoring and semi-annual site visits will be
conducted to assess the condition of the completed project. Specific performance standard components
are proposed for stream morphology, hydrology, and vegetation.The stream restoration reaches of the
project will be assigned specific performance criteria components for hydrology,vegetation, and
geomorphology. The enhancement II reaches will be assigned specific performance criteria components
for vegetation only. Performance criteria will be evaluated throughout the (up to) seven years of post-
construction monitoring. If all stream,vegetation, and hydrologic performance criteria have been
successfully met and at least four bankfull events have occurred during separate years,Wildlands may
propose to terminate stream and/or vegetation monitoring after five years with written approval from
the USACE and North Carolina Interagency Review Team (IRT). An outline of the performance criteria
components follows.
6.1 Stream Morphological Parameters and Channel Stability
Dimension
Riffle cross sections on the restoration reaches should be stable and should show little change in
bankfull area, bank height ratio, and width-to-depth ratio. Riffle cross sections should fall within the
parameters defined for channels of the appropriate stream type. If any changes do occur,these changes
will be evaluated to assess whether the stream channel is showing signs of instability. Changes in the
channel that indicate a movement toward stability or enhanced habitat include a decrease in the width-
to-depth ratio in meandering channels or an increase in pool depth.These sorts of bed changes do not
constitute a problem or indicate a need for remedial actions. If channel changes indicate a movement
toward stability, remedial action will not be taken.
In order to assess channel dimension performance, permanent cross
sections will be installed on restoration and reaches per the IRT
Mitigation Monitoring Guidelines (October 2016). Each cross section
will be permanently marked with pins to establish its location. Cross
section surveys will include points measured at all breaks in slope,
including top of bank, bankfull, edge of water, and thalweg. Cross
section and bank pin surveys (if applicable) will be conducted in =
monitoring years one,two,three,five, and seven. w
Example of a cross section survey
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Profile and Pattern
Longitudinal profile surveys will be conducted during the as-built survey but will not be conducted
during the seven-year monitoring period unless other indicators during the annual monitoring indicate a
trend toward vertical and lateral instability. If a longitudinal profile is deemed necessary, monitoring will
follow standards as described in the Stream Channel Reference Sites: An Illustrated Guide to Field
Technique (Harrelson et. al., 1994)for the necessary reaches.
Substrate
Channel substrate materials will be sampled with the pebble count method along restoration, and
enhancement I reaches. These reaches should show maintenance of coarser materials in the riffle
features and smaller particles in the pool features.A reach-wide pebble count will be performed in each
restoration reach each monitoring year for classification purposes.A pebble count will be performed at
each surveyed riffle cross-section, only during the as-built survey to characterize the pavement.
6.2 Hydrology
Stream
Four bankfull flow events, occurring in separate years, must be documented on the restoration reaches
within the seven-year monitoring period. Stream monitoring will continue until success criteria in the
form of four bankfull events in separate years have been documented. Bankfull events will be
documented using photographs and either a crest gage or a pressure transducer, as appropriate for Site
conditions.The selected measurement device will be installed in the stream within a surveyed riffle
cross section. Photographs will also be used to document the occurrence of debris lines and sediment
deposition.
Where restoration activities are proposed for intermittent streams, monitoring gages will be installed to
track the frequency and duration of stream flow events. Continuous surface water flow within the
tributaries must be documented to occur every year for at least 30 consecutive days during the seven-
year monitoring period. This 30-day period of flow can occur at any point during the year.Additional
monitoring may be required if surface water flow cannot be documented due to abnormally dry
conditions.
Wetland
Groundwater monitoring will be conducted for seven years after construction to evaluate the hydrologic
state of the restored wetland areas. Wetland groundwater gages will be installed in accordance with the
techniques and standards described in the USACE document entitled "Technical Standard for Water-
Table Monitoring of Potential Wetland Sites" (ERDC TN-WRAP-05-2,June 2005). Groundwater
monitoring gages will be established throughout the wetland area to adequately characterize the
different soils,vegetation communities, and surface topographic variations that are found across the
site. According to Table 1 in the USACE Mitigation Guidance update, Wehadkee soils have a wetland
saturation range of 12-16%of the growing season. Based on this, the final criteria for the wetland
hydrology will be groundwater levels within 12 inches of the soil surface for a minimum period of 12%of
the growing season.
6.3 Vegetation
The final vegetative success criteria will be the survival of 210 planted stems per acre in the riparian
corridors at the end of the required monitoring period (year seven).The interim measure of vegetative
success for the Site will be the survival of at least 320 native species stems per acre at the end of the
� Widllands Tar Pamlico 01 Umbrella Mitigation Bank
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third monitoring year and at least 260 stems per acre at the end of the fifth year of monitoring. Also,
trees must average seven feet in height at the end of the fifth monitoring year, and ten feet in height at
the end of the seventh monitoring year. If this performance standard is met by year five and stem
density is trending towards success (i.e.,vigor), and invasive species are not threatening ecological
success, monitoring of vegetation on the Site may be terminated with written approval by the USACE in
consultation with the IRT.The extent of invasive species coverage will also be monitored and controlled
as necessary throughout the required monitoring period.
Vegetation monitoring quadrants will be installed across the Site to measure the survival of the planted
trees.The number of monitoring quadrants required, and frequency of monitoring will be based on the
October 2016 IRT Mitigation Monitoring Guidance. Vegetation monitoring will occur in the summer and
will follow the CVS-EEP Protocol for Recording Vegetation (2008).
6.4 Other Parameters
Photo Reference Stations
Photographs should illustrate the Site's vegetation and morphological stability on an annual basis. Cross
section photos should demonstrate no excessive erosion or degradation of the banks. Longitudinal
photos should indicate the absence of persistent mid-channel bars within the channel or vertical
incision. Grade control structures should remain stable. Deposition of sediment on the bank side of vane
arms is preferable. Maintenance of scour pools on the channel side of vane arms is expected.
Photographs will be taken once a year to visually document stability for seven years following
construction. Permanent markers will be established and located with GPS equipment, so that the same
locations and view directions on the Site are photographed each year. Photos will be used to monitor
restoration and enhancement areas, as well as vegetation plots.
Longitudinal reference photos will be established at regular intervals along the channel by taking a
photo looking upstream and downstream. Cross sectional photos will be taken of each permanent cross
section looking upstream and downstream. Reference photos will also be taken for each of the
vegetation plots. Representative digital photos of each permanent photo point, cross section, and
vegetation plot will be taken when the stream and vegetation assessments are conducted.The
photographer will make every effort to consistently maintain the same area in each photo over time.
Visual Assessments
Visual assessments should support the specific performance standards for each metric as described
above.Visual assessments will be performed along stream reaches on a semi-annual basis during the
seven-year monitoring period. Problem areas such as channel instability(e.g. lateral and/or vertical
instability, instream structure failure/instability and/or piping, headcuts),vegetation health (e.g. low
stem density, vegetation mortality, invasive species, or encroachment), beaver activity, or livestock
access will be noted.Areas of concern will be mapped and photographed and will be accompanied by a
written description in the annual report. Problem areas will be re-evaluated during each subsequent
visual assessment. Should remedial actions be required, a plan of action will be provided in the annual
monitoring report.
Benthic Macroinvertebrates
If required by DWR as part of the project's permitting process, benthic macroinvertebrate sampling will
be performed on the restored site. Any required sampling will be performed using DWR Standard
Operating Procedures for Benthic Macroinvertebrates (October 2012).
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7.0 Maintenance and Long-Term Sustainability
7.1 Maintenance
The Bank shall be monitored on a regular basis and a physical inspection of the project shall be
conducted at a minimum of once per year throughout the post-construction monitoring period until
performance standards are met.These site inspections may identify site components and features that
require routine maintenance. Routine maintenance will be conducted to rectify identified deficiencies
and may include the activities listed in Table 10.
Table 10. Maintenance Plan
Component/ Maintenance through project close-out
Feature
Routine channel maintenance and repair activities may include chinking of in-stream
structures to prevent piping,securing loose coir matting,and supplemental installations of live
Stream stakes and other target vegetation along the channel.Areas where stormwater and floodplain
flows intercept the channel may also require maintenance to prevent bank failures and head-
cutting. Beaver dams that inundate the streams channels shall be removed and the beaver
shall be trapped.
Vegetation shall be maintained to ensure the health and vigor of the targeted community.
Routine vegetation maintenance and repair activities may include supplemental planting,
pruning, mulching,and fertilizing. Exotic invasive plant species affecting the viability of the
Vegetation mitigation shall be controlled by mechanical and/or chemical methods.Any vegetation control
requiring herbicide application will be performed in accordance with the NC Department of
Agriculture(NCDA) rules and regulations.
Site boundaries shall be identified in the field to ensure clear distinction between the bank site
Site
and adjacent properties. Boundaries may be identified by fence, marker, bollard, post,tree-
Boundary blazing,or other means as allowed by site conditions and/or conservation easement. Boundary
markers disturbed, damaged,or destroyed will be repaired and/or replaced on an as-needed
basis.
7.2 Adaptive Management
Upon completion of site construction,the Sponsor will implement the post-construction monitoring
protocols and minor remedial actions (routine maintenance) will be performed as needed for the
duration of the monitoring period.The Sponsor will notify the USACE immediately if monitoring results
or visual observations suggest a trend towards instability, major remedial actions are needed, or that
performance standards cannot be achieved. Should major remedial measures be required, the Sponsor
will submit a Corrective Action Plan and coordinate with the USACE until authorization is secured to
conduct the adaptive management activities.The Sponsor is responsible for funding and/or providing
the services necessary to secure any necessary permits to support the proposed major remedial
adaptive management actions, to implement the corrective action plan, and to deliver record drawings
that depict the extent and nature of the work performed. If the USACE determines that the Bank is not
meeting performance standards or the Sponsor is not complying with the terms of the instrument,the
USACE may take appropriate actions, including but not limited to: suspending credit sales, utilizing
financial assurances, and/or terminating the instrument.
7.3 Long Term Management Provisions
The Sponsor will institute a Long Term Management Plan responsible for assessing the condition of the
Bank and implementing maintenance provisions to maintain performance of the Bank.The proposed
conservation easement will help to ensure that only IRT-allowable activities take place.This easement
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will be transferred to an IRT-approved non-profit organization once monitoring success criteria have
been achieved.
The provider for long term management of the sites is anticipated to be Unique Places to Save
(UP2Save). UP2Save is a 501c3 nonprofit committed to land conservation through conservation planning
and management.The funding mechanism for long term management will be a stewardship
endowment funded by Wildlands. Contact information for UP2Save is listed below.
Unique Places to Save
206 Causeway Drive#206
Wrightsville Beach, NC 28480
Phone: [phone]
Email: [e-mail]
To monitor the project's continued success, a Long Term Management Plan will be implemented
following the seven-year monitoring period. All components of the bank will be inspected annually or
less frequently as needed to ensure that the Bank remains stable in perpetuity. Sources of instability or
other deficiencies will be addressed. Invasive species will be managed annually or less frequently as
needed to ensure the long term survivability of the planned native vegetation community. All reporting
will be documented and kept on file for future reference.
8.0 References
Natural Resources Conservation Service (NRCS), 2011. Web Soil Survey.
http://websoilsurvey.nrcs.usda.gov/app/HomePage.htm
North Carolina Division of Water Resources (NCDWR) 2014 Tar-Pamlico Basinwide Water Quality Plan,
accessed at: https://deq.nc.gov/about/divisions/water-resources/planning/basin-planning/water-
resource-plans/tar-pamlico#tar-pamlico-river-cycle-5---2014
United States Army Corps of Engineers. 2005. Information Regarding Stream Restoration With Emphasis
on the Coastal Plain. US Army Corps of Engineers, Wilmington District, Regulatory Division And North
Carolina Department of Environment and Natural Resources, Division of Water Quality. Accessed at:
https://files.nc.gov/ncdeq/Water%20Quality/Surface%20Water%20Protection/401/Public%20Notices
/PN1205CoastalPlainSTreamMitigationFinalDraftPolicyNov28.pdf
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a21\ .,; r^.\.•\..\._.. - 1 CO aB , h. f \ arnnab _. •i.-
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- /i " •Wayne CO.. r u' 4
_ CO- ) w ❑\--. Sre mf la L q aJ
`—•�Moora CO= �t� jv Z z+a uy
figure 1 Service Area Map
I ' WILDLANDS 0 R 16 Miles
I Great Meadow Mitigation site
ENGINEERING I L I I i Tar Pamlico River Basin(030201011
Nash County,NC

is
L. .1 I�. W�A,RRENICO-t / 1 (-.
••�'� +•. •,�� / TAR/Shocco Creek Subbasin Aquatic Habitat I ,^ `" '
Conservation Reserve Enhancem
03020102010040 �•. /--.Lr % r 1 Tar River Land Program Easement
Shocco Creek Bluffs Shocco Creek Game,L-and 5 9
•� 1 NC Land and Water Fund Projeetw Conservancy Easement
and Floodplaini I J
•` t NCDMS Conservation,Easement-
HALIFAX CO-
7% + 03020102030080 . •
FRAIr KLIN CO ■� Fishing Creek'Sturges14.
•
%' �•,` •_• .., �.� Wetland Reserve
Niwo Shocco Creek Game Land �,i Shocco Creek Gam l Land• '`Tar River�Land 4 �4+rogram'Easement
r�ow44.�/io,w� Dedicated Nature Preserve• • I Conservancy Preservv� 03020102030090 I.
• tom.► %,. ••- ; / Tar River Land \ i
/ �r•- TAR/Fishing Creek ttonservancy Preserve _b�`.
quatic Habitat a ��
/// TrAR/Little Fishing Creek
/. Fishing Creek Tar Rive Land Subbasin Aquatic Habitat
03020102020050
Fern Slopes Conservanc. eservr... ��
% 03020102020046 !=!T-. ��• -»n
Wetland Resell-ye Program Easement\/: 02040010
_- - -..-..../.-_-,..: -NASH CO- \Wetland Reserve-
•//' �'=• 4` i•.`� Program Easement
400# _ _ Tar River Land Conservancy Easement
ga Tar River Land '` • •-s ` _
(ion
% Conservancy Easement _ _ __ •�./ "" "' I •`•^'_ '
r _fdri Project Location _ ��: . .
03020101130050 - _- _- --4-- -- 8755387 -` -- - - - NCDMS Conservation Easement It —id
-
'_ " Fishing Creek Edwards 1
Sandy Creek 8755405 =- - _- =- Tar River Land
Y r: - / 8755399.- Grasslands Reserve i
4 N., __._-_
�/ `,: ConservancyPreserve
__, i -
Game Land =- - _- -- - _/-- •,_ Program Easement r
Tr i
.. .. .. .. .. .. .. .. .. ma` .._ 8755401.. .. .. .. .. .
I Sandy Creek Game Land .. _ _ I _-.
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_:'/ _ _ Program4,Easement
/44 • -_ ✓.-__- '03020101130070 _ _.-- -_ -_ -__ __ __ _. �g '040035-
03020101130060 .....
:. :. .-. N.
// 1,// • : \ I
f
USFWS ! I....
Burt-Arrington House Easement
0302010204004(
rera, 0 ', TAR/Swift Creek Aquatic Habitat --
03020101130080 ..,
it ` Conservation Reserve Enhancement
j 4444.
��y / Program Easement
stalia 9
/
{ Conser'ation Reserve Enhancement �a� ���
Program Easement �i� j II
—1%I AI :�' - itiLILN Double S Airport �%
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Nash County Open Space ,� r w
Red Oak "'
Conservation Reserve Enhancement 4
e• Program Easement
-I-I
Project Location j1.,;Hydrologic Unit Code (14-Digit)r 1 DMS Project Easments
L „Five Mile Radius F _- _- Water Quality TRA I NC Historic Preservation Area
r 'Count i_.. :County Boundary „I Habitat TRA Significant Natural Heritage Area
Municipality Hydrology TRA 'NC Natural Heritage Program Managed Area
=Tar Pamlico 01 River Basin Water Supply Watershed © Airports
53020101100020,
Figure 2. Vicinity Map
014W I L D L A N D 5 0 0.75 1.5 Miles Great Meadows Mitigation Site
ENGINEERING I I I I I N Tar Pamlico River Basin (03020101)
Nash County, NC

I 7 S
Nela1426%0 • •
Statewide Highway 62 (Sapp( i Kerr Lake Sta -Roa e Rapids -1‘
I / Recreation Are
• Regional Highway 157 j 15 15s ��
•
Division Highway j I I 1sa '--- Northampton
\ 11 CO-
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ill • Transition Highway 0 ,
i en.erson /
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/
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i i -Halifax101
—.— Haliwa-j aponi CO-
�� 58
Division Aviation S�j[sa
1 L_
Aviation
I 501`,
hi-Sa oni
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Mitigation Site
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86 i P,tr Jr 1 � ' t 0
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lam CO .us --_� tOEli
fi Transition Rail Res. otr
rham -Martin CO-
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' #111)1111: ° '
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iliil Division Public Transit 55 6a \
e i',ih` _ �� - _ _- - --� ._) 401 -EdgeCombe arboro
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-• Division Bicycle And Pedestrian • �: "�. ®,' ;`. 581 / CO \')-
1 2 Transition Bicycle And Pedestrian - 111" pp;„
q r i 91110 — / i --- 64
Statewide Highway -- ---4
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-
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— Transition Bicycle And Pedestrian \ 42 / �' j. -Greene CO-
� Sets "
Other Bicycle And Pedestrian 1-1 Service Area HUC 03020101 -Harnett �\ / /-, -3' -Wayne CO-1111
401 Snl :' 58
County Boundaries CO- ng'o; 21 �, o I j
-Moore CO- ) 1 _ tr
; '-- I( Ayden
7� Figure 3 NCDOT Current STIP FY 2020-2029
11‘41,1*
\ Great Meadow Mitigation Site
W I L D LAST D S 0 8 16 Miles V Tar Pamlico River Basin (03020101)
ENGINEERING NC Coun
ty,I I I I Nash
N

Essex and Red Oak USGS 7.5 Minute Topographic Quadrangles
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Figure 4. USGS Topographic Map
kiligillip` W I L D L A N D 5 0 350 700 Feet Great Meadows Mitigation Site
ENGINEERING I 1 1 1 I N Tar Pamlico River Basin (03020101)
Nash County, NC

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Figure 5.Site Map
0 350 700 Feet Great Meadow Mitigation Site
W I L D L A N D S Tar Pamlico River Basin (03020101)lkiiii //tpe
ENGINEERING 1 1 N Nash County, NC

`
171
Proposed Conservation Easement
T —ill Sub watershed �,
Perennial Project Streams
,
-
Intermittent Project Streams a '4 3nsft
o1111114-111).
•
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,Niz. Topographic Contours (4') .�,
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Figure 6.Watershed Map
0 1,000 2,000 Feet Great Meadow Mitigation Site
P''� W I L D L A N D S Tar Pamlico River Basin (03020101)
ENGINEERING 1 1 N Nash County, NC

1 "m ■ - i
THOMPSON ROBERT ^--
4WANDAO I I Proposed Conservation Easement
013272 L,_——•
+",;., t Project Location
;; # i'
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GeC-Georgeville loam 6-10%slope
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Figure 7.Soils Map
0 350 700 Feet Great Meadows Mitigation Site
W I L D L A N D S Tar Pamlico River Basin (03020101)
ENGINEERING I I I I I N Nash County, NC

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0 350 700 Feet Great Meadow Mitigation Site
W I L D L A N D S Tar Pamlico River Basin (03020101)lkiiii ,Ntie
ENGINEERING 1 1 N Nash County, NC

Appendix A
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Appendix B
NCDWR Stream Classification Forms

0 1
NC DWQ Stream Identification Form Version 4.11
Date: L / b /21 Project/Site: CT-cal meoc ws Latitude: 2(2 y 2 6321
Evaluator: Cliq County: NqS h Longitude: 7 7, 9S1oi.i
Total Points: � Stream Determination (circle one) Other
Stream is at least intermittent r Ll 2. -15 Ephemeral intermittent erennia e.g. Quad Name: nS#l€a
if>_ 19 or perennial if?30*
A. Geomorphology (Subtotal = 2O S ) Absent Weak Moderate Strong
la Continuity of channel bed and bank 0 1 CO 3
2. Sinuosity of channel along thalweg 0 .. 2 . 3
3. In-channel structure: ex. riffle-pool, step-pool,
ripple-pool sequence 0 1 2 3
4. Particle size of stream substrate 0 1 ,J "3
5.Active/relict floodplain 0 1 2
6. Depositional bars or benches 0 1 3
7. Recent alluvial deposits 0 (i) . 2 3
8. Headcuts 0 1 l
3
9. Grade control 0 0.5 ( 1.5
10. Natural valley 0 0.5 1 _• 5
11. Second or greater order channel _ No=0Yes3�# 1
a artificial ditches are not rated;see discussions in manual
B. Hydrology (Subtotal = 1 .5 )
12. Presence of Baseflow 0 1 2 (-6)
13. Iron oxidizing bacteria 0 1 (7)' 3
14. Leaf litter 1.5 Q17 0.5 0
15. Sediment on plants or debris 0 0.5 1 1.5
16. Organic debris lines or piles 0 0.5 1 , 1
17. Soil-based evidence of high water table? No=0 ( 3es ~C. Biology (Subtotal = 1 01 1 a ) •
18. Fibrous roots in streambed . (} 1 0
19. Rooted upland plants in streambed (3) - 2 1 0
20. Macrobenthos(note diversity and abundance) 0 2 3
21.Aquatic Mollusks 0 1 2 3
22. Fish 0 0.5 1 15)
23. Crayfish _ () 0.5 1 1.5
24.Amphibians 0 0.5 - 1.5
25.Algae 0 0.5 ' 1 1.5
26.Wetland plants in streambed (ACW=0.7 OBL= 1.5' Other=0
*perennial streams may also be identified using other methods.See p.35 of manual. ----"`R -_..
Notes:
Sketch: S -gy#-.S` onside Pa Sep' eni ((Iv-BIN )
c \ j , whiviirNck b•Qeert,es .- .
-Voice, 3 es' 1... -d .1 @i.. - A-org
5 evetlgI Sclrco( . 61 ff:st-t 1.7. F z E
1

0
NC DWQ Stream Identification Form Version 4.11 (Z.e.0 t~,+,- 1. - upp .,
Date: 11 t 6/ _ () / B
Project/Site: ?(� ' � Latitude:
Evaluator: C IAJ County: Nov %i Longitude: - _ rvL r1 t: 1 f>
Tots! Points: Stream Deter ' to circle one
Stream is at least intermittent 2 '3 2 5 ) Other S.
{� ��
if? 19 or perennial if?30* Ephemeral ntermittent Perennial e.g. Quad Name:
A. Geomorphology (Subtotal = 12
Absent Weak Moderate Strong
_1 a'Continuity of channel bed and bank - 0 2• 3
2. Sinuosity of channel along thalweg 0 1 2' 3
3. In-channel structure: ex. rifle-pool, step-pool,
ripple-pool sequence 0 1 2 3
4. Particle size of stream substrate 0 1 (2 3
5.Active/relict floodplain 0 1 (.8
3
6. Depositional bars or benches 0 2 3
7. Recent alluvial deposits 0 1 2 3
8. Headcuts 0 1 2 3
9. Grade control Co) 0.5 1 1.5
10. Natural valley 0 0.5 ' _ C1 1.5
11. Second or greater order channel (o=/ Yes=3
a artificial ditches are not rated;see discussions in manual
B. Hydrology (Subtotal = 8 )
12. Presence of Baseflow 0 1 g 3
13. Iron oxidizing bacteria 0 1 2 3
14. Leaf litter 1.5 1 . 0.5 0
15. Sediment on plants or debrisa , 0.5 1 •1.5
16. Organic debris lines or piles 0 C 1 1.5
17. Soil-based evidence of high water table? ,No=0 (es_•D.
C. Biology (Subtotal = 3. 2 )
18. Fibrous roots in streambed 3 2 1 3
19. Rooted upland plants in streambed 3 ,2 1
20. Macrobenthos(note diversity and abundance) 0 ) 2
C I 3 •
21.Aquatic Mollusks 1 2 3
22. Fish + 0.5 1 1.5
23. Crayfish 0 0.5 1 1.5
24.Amphibians 0 0.5 1.5
25.Algae 0 __. .) 1 1.5
26.Wetland plants in streambed FACW-,0.75' OBL= 1.5 Other=0
*perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch: bed and ,boffic. not Weil d-,efined

3
NC DWQ Stream Identification Form Version 4.11 ' (l'i -?
Date:
/ ( / fl Project/Site: reCl+ recidom Latitude: gg/ ## 3 raq 2.
Evaluator: C \ County: kf a j h Longitude: u.77, '15 71
Total Points: Stream Determination(circle one Other
Stream is at least intermittent ` S (�
if z 19 or perennial if>_30* J Ephemeral Intermittent e.g. Quad Name:
A. Geomorphology (Subtotal= I 5, 5 ) Absent Weak Moderate Strong
la.Continuity of channel bed and bank 0 1 2 CD r
2. Sinuosity of channel along thalweg 0 (i 2 `3
3. In-channel structure:ex. riffle-pool, step-pool, 0 1 - 3
ripple-pool sequence Ws
4. Particle size of stream substrate 0 1 (2) 3
5.Active/relict floodplain 0 1 Qj 3
6. Depositional bars or benches 0 (19- 2 3
7. Recent alluvial deposits @). 1 2 3
8. Headcuts 0 1 2
9. Grade control 0 0.5 1 1.5
10. Natural valley 0 0.5 ( 1) 1.5
11. Second or greater order channel (No- Yes 3
a artificial ditches are not rated;see discussions in manual J
B. Hydrology (Subtotal = 1 )
12. Presence of Baseflow 0 1 2 CD
13. Iron oxidizing bacteria 0 1 (2) 3
14. Leaf litter 1.5 r 0.5 0
15. Sediment on plants or debris 0 " 1 1 5
16. Organic debris lines or piles 0 ) 1 1.5
17. Soil-based evidence of high water table? No=0 Yes=
C. Biology (Subtotal = S )
18. Fibrous roots in streambed 3 1 0
19. Rooted upland plants in streambed 2 1 0
20. Macrobenthos(note diversity and abundance) 0 (j 2 3
21.Aquatic Mollusks CO 1 2 3
22. Fish 0.5 1 _ 1.5
23. Crayfish 0 0.5 1 1.5
24.Amphibians 0 0.5 1.5
25.Algae 0 `o.. 1 _ 1.5
26.Wetland plants in streambed FACW=0.75; OBL= 1.5(ther='U
*perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch: M(1011(11 b e. e i e s
1

i
CD
NC DWQ Stream Identification Form Version 4.11
Date: L /2 1 Project/Site:area j- Hem-lows Latitude: -3ij, 13 2 4 1
Evaluator: GAN County: N c j Longitude: -x 7 7,q61 67 7'-1
Total Points:
Stream Determination (circle one) Other
Stream is at feast intermittent Ephemeral Intermittent Perennial e.g.Quad Name: pp�
if z 19 or perennial if?30* �- x? l
A. Geomorphology (Subtotal= 2 0 ) Absent Weak Moderate Stron6
la Continuity of channel bed and bank 0 1 3
2.Sinuosity of channel along thalweg 0 1 2
3. in-channel structure: ex. riffle-pool, step-pool, 0 1 �J,. 3 •
ripple-pool sequence �'
4. Particle size of stream substrate 0 1 2 l 35
5.Active/relict floodplain 0 1 t 2) 3
6. Depositional bars or benches 0 1 2 3
7.Recent alluvial deposits 0 0 2 3
8. Headcuts 0 1 2 l3-
9.Grade control 0 Vj 1 1.5
10. Natural valley 0 _ 0.5 1 1.5.,
11. Second or greater order channel (No=0 Yes=3
a artificial ditches are not rated;see discussions in manual
B. Hydrology (Subtotal = 9,5 )
12. Presence of Basefiow 0 1 2
13. Iron oxidizing bacteria 0 1 8.2r 3
14. Leaf litter 1.5 1 0
15. Sediment on plants or debris 0 0.5 1 1.5
16. Organic debris lines or piles 0 0.5 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 (j
19. Rooted upland plants in streambed () 2 1 0
20. Macrobenthos(note diversity and abundance) 0 CD 2 3
21.Aquatic Mollusks 0 (I) 2 3
22. Fish 0 0.5 1 1.
23.Crayfish g
0.5 1 1.5
24.Amphibians 0.5 1 1.5
25.Algae 0 0.5 0 _ 1.5
26.Wetland plants in streambed FACW=0.75; OBL= 1.5 Other=00)
*perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch: vJ VIA rltt7i 6-e e 41 e-,3 od0hct1 '� •

��
{ SD
"_
NC DWQ Stream Identification Form Version 4.11
Date: Al ( ( ? 1 Project/Site: attof- fleado tivs. Latitude: (`t%f (2 lJG 8 j
Evaluator; C WCounty: Na S h Longitude: -'--/ 7, 9 Slio(1(
47
Total Points: Other
Stream isat least intermittent i Stream Determination (circle one)
Ephemeral Intermittent erennia e.g. Quad Name:end e Rl
if_19 or perennial if>_30=
A. Geomorphology (Subtotal =� 9.- 5 ) Absent Weak i Moderate Strong
la.Continuity of channel bed and bank 0 1 2
2. Sinuosity of channel along thalweg . 0 1 2 a
_.
3. in-channel structure: ex. riffle-pool, step-pool,
ripple-pool sequence 0 2 3
4. Particle size of stream substrate 0 1 `2 0
5.Active/relict floodplain 0 1 2 g
6. Depositional bars or benches 0 1 2
•
7. Recent alluvial deposits 0 1 2 ( 3).
8. Readouts
0 (-17) 2 3
9. Grade control 0 0.5 1 • ,1.5
10. Natural valley 0 0.5 1 _ j
11. Second or greater order channel No=0 Yes=
a artificial ditches are not rated;see discussions in manual
B. Hydrology (Subtotal= t 1. 5 )
12. Presence of Baseflow 0 1 2 Ci")
13. Iron oxidizing bacteria 0 1 "z ° 3
14. Leaf litter 1.5 if' fl.5 0
15. Sediment on plants or debris 0 075 (13 1
16. Organic debris lines or piles 0 0.5 1 5.
17. Soil-based evidence of high water table? No=0 es 3 ,r
C. Biology (Subtotal = (a )
18. Fibrous roots in streambed 3 2 1 CD
19. Rooted upland plants in streambed 3 2 1 (0)
20. Macrobenthos(note diversity and abundance) 0 1 3
21.Aquatic Mollusks 0 g.-.1 2 3
22. Fish 0 0.5 1
23. Crayfish (0i 0.5 1 1.5
24.Amphibians 0 0.5 /1 1.5
t
25.Algae 0 0.5) 1 _ 1.5
26.Wetland plants in streambed FACW=0.75; OBL= 1.5(Other
*perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch: odO --57 ini1iWIfill be e 41e I
1

Appendix C
Existing Geomorphic Data

Cross Section 1
Fisher Branch XS1-riffle
98
97
96
95
94
w 93
92
91
5 15 25 35 45 55
Width(ft)
5Je-vawn,ifS
Bankroll Dimensions Flood Dimensions Materials
14.8 x-section area{tt.sq.) 19.5 W flood prone area(ft) -- #REF!
12.1 width(ft) 1.6 entrenchment ratio - #REF!
1.2 mean depth(R) 2.3 low bank height(ft) 33 threshold grain size(mm):
15 max depth(15) 1 5 low bank height ratio
13-9 wetted perimeter VI) Rosgen Stream Type
1.1 hydraulic radius(tt) -- Missing: ,Sinuosity.©50.
9.9 Width-depth ratio
Bankfull Flow Flow Resistance Forces&Power
4.5 velocity(Ws) 0.035 Manning's roughness I channel slope(%)
66.1 discharge rate(cis) 0.14 Darcy-Weisbach trio. 0.67 shear stress(!blsq.ft.)
0.76 Froude number - resistance factor Wu` 0.59 shear velocity(Ms)
- relative roughness 3.4 unit strm power omits)
FOSS Section 2
Fisher Branch XS2-riffle
97
96.5 -96
-95.5
94.5 --- ---
m 94
W
93.6
93
92.5
5 15 25 35 45 55 65 75 85
Width(It)
Bankfull Dimensions Flood Dimensions Materials
14.8 x-section area(ft.sq.) - W hood prone area(ft) -- #REFI
12.1 width(tt entrenchment ratio #REF!
1 2 mean depth(ft) 2 2 law bank height(ft) 30 threshold grain size(mm):
1.9 max depth(It) 1.2 low bank height ratio
15.3 wetted perimeter(ft) Rosgen Stream Type
1.0 hydraulic radius(ft) - Missing: ,sinuosity.D50,
9.8 width-depth ratio
Bankfull Flow Flow Resistance Forces&Power
4.2 velocity(Ws) 0.035 Manning's roughness 1 channel slope(%)
61.0 discharge rate(cfs) 0.14 Darcy-Weisbach trio. 0.61 shear stress pbisq.ft)
0_75 Froude number - resistance factor Wu* 0.56 shear velocity(ffls)
-- relative roughness 3.2 unit strm power(Ib/81s)

Fisher Branch XS3-riffle
?0.5
�.5
95 `
T.93.5
m 93
92.5
92
91.5
5 15 25 35 45 55 65 75 85 95
Width(ft)
Bankfull Dimensions Flood Dimensions Materials
19.4 x-section area{ftsq.} W flood prone area ill) #REF!
26.4 width nh — entrenchment ratio — #REF!
0.7 mean depth(ft) 2.2 tow bank height(ft} 21 threshold grain size(mm}:
2.0 max depth(ft} 1.1 low bank height ratio
27.8 wetted perimeter(ft) Rosgen Stream Type
0.7 hydraulic radius(ft) -- Missing: Sinuosity.D50.
35 9 width-depth ratio
Bankfull Flow Row Resistance Forces&Power
3.3 velocity(fits) 0.035 Manning's roughness 1 channel slope(%}
65.1 discharge rate(cis) 0.16 Darcy-Weisbach fnc_ 0.44 shear stress(Ib/sq.ft.;
0.71 Fraude number — resistance factor Wu' 0.47 shear velocity(his)
— relative roughness 1.54 unit strm power(Wits}

Appendix D
Recorded Options and Deeds

tlei
INIMIC111111111111111111111
Doc rD: 009274060004 Type: CRP
Recorded: 04/20/2021 at 04:23:01 PM
Fee Amt: $26.00 Pape 1 of 4
Nash County North Carolina
Anne J. Melvin Register of Deeds
EK3123PG493-496
RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO:
Wildiands Engineering, Inc.
1430 South Mint Street,Suite 104 fe-----
Charlotte, NC 28203
Attention: Lee Knight Caffery
SPACE ABOVE THIS LINE FOR RECORDER'S USE
MEMORANDUM OF OPTION
This Memorandum of Option (this "Memorandum"} is between Linda E. Fisher ("Seller"), and
Wildlands Engineering, Inc.,a North Carolina corporation ("Buyer").
This memorandum will become effective when all parties have signed it. The date of this
Memorandum will be the date this Memorandum is signed by the last party to sign it.
Seller does hereby give and grant to Buyer the right and option to purchase mitigation use rights
on a portion of real property comprised of approximately 266.6 acres located at 11901 Cooper Road in
Nashville, Nash County, North Carolina, recorded in that County's Register of Deeds at Book 1375, Page
537, Deed Book 2795, Page 219, and Deed Book 3033, Page 794 (the "Property"}. The Property is also
identified as Parcel Identification Numbers 310421 and 042156.
This option expires on April 30, 2024 and the closing shall occur on or before the date that is 30
days after the option expiration.
The provisions set fort 'n a written Option to Purchase Mitigation Use Rights between the parties
with an effective date of i i7,r1 ,202 'are hereby incorporated in this memorandum.
Each party is signing this memorandum on the date stated below that party's signature.
Book- 3123 Page: 493 Seq. 1

PAU Siff
L6q
BUYER: SELLER:
WILDLANDS G NEERING,,I C., a North Carolina LINDA E. FISHER
corporation
By: By:
John . Hutton,Vice resident
L
Date: 1i\ date: }r J
2
Book 3123 Page: 493 See: 2

tf
�/IJLrL[� County, North Carolina
t certify that John W. Hutton personally appeared before me this day, acknowledging to me that he fs
President of Wiidiands Engineering, inc., a North Carolina corporation and that he,as Vice President,
being authorized to do so, executed the foregoing on behalf of Wildlands Engineering, Inc.
Date: % I�a 0-r
1 r
(Official Seal)
'al Signature of tar
„,R L11111p11"r,
` \ST ,1IAN R3, Notary's printed or typed name
•
h./ \p i ,q , , �1'_ My commission expires:s
r 7D
�U8 L i C
E cap ,;..,• :
,t11I 11114 ii'''''
3
Book. 3123 Page: 493 Seq: 3

PAW iii
LiR6
Aig3_ County, North Carolina
1 certify that the following person personally appeared before me this day,acknowledging to me that he
or she signed the foregoing document
Name of principal
Date: '17/ 1
(Official Seal) C.
Official Signature of tory 8 /11 ( s 5- e.„-----
----.---1-. (7
Notary's printed or typed name
My commission expires: Ll/
,j,,,n,,,..„,,'
Aii •'�0TAR r�r_
: :/
4 0�, 4)
Book 3123 Page: 493 Seq: 4

111111111� It 1111111111111111111111111111111111111llilu11111 III
Doc ID: 009274050004 Type: CRP
Recorded: 04/20/2021 at 04:21:00 P11
Fee Amt: $26.00 Pape 1 of 4
Nash County North Carolina
Anne J. Melvin Register of Deeds
8K3123Pc489-492
RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO:
Wildlands Engineering, Inc.
1430 South Mint Street,Suite 104 <
Charlotte, NC 28203
Attention: Matt Covington
SPACE ABOVE THIS LINE FOR RECORDER'S USE
MEMORANDUM OF OPTION
(--;11,97e7Y:
This Agreement for Option to Purchase Mitigation Use Rights is between Boy Scouts of America, /t c.
("Seller") and Wildlands Engineering, Inc., a North Carolina Corporation ("Buyer"),
This memorandum will become effective when all parties have signed it. The date of this
Memorandum will be the date this Memorandum is signed by the last party to sign it.
Seller does hereby give and grant to Buyer the right and option to purchase mitigation use rights
on a portion of real property comprised of approximately 5.93 acres located off Cooper Road in Nashville,
Nash County, North Carolina, recorded in that County's Register of Deeds at Book 377, Page 75 (the
"Property").The Property is also identified as Parcel identification Number 380600973519.
This option expires on April 30, 2024 and the closing shall occur on or before the date that is 30
days after the option expiration.
The provisions set forth in a written Option to Purchase Mitigation Use Rights between the parties
with an effective date of A72.=L ..)13, 2021 are hereby incorporated in this memorandum.
Each party is signing this memorandum on the date stated below that party's signature.
Book-3123 Page: 489 Sep: I

Li60
BUYER: SELLER:
(.4
WILDLANDS ENGINEERING, INC., a North Carolina BOY SCOUTS OF AMERICA( 47C,
corporation
By: By: A ‘.1.
John Hutton,Vice resident Doug Brown, Scout Execu
Date: —2_--1 Date: 4/d
2
Book: 3123 Page: 489 See: 2

4q1
7)Li( County, North Carolina
I certify that John W. Hutton personally appeared before me this day,acknowledging to me that he is
Vice President of Wildlands Engineering, Inc.,a North Carolina corporation and that he, as President,
being authorized to do so,executed the foregoing on behalf of Wiidlands Engineering, Inc.
Date: 1/A-.0 I
(Official Seal)
0 iai ignature of Moto
` ,,,,,IIISfllll 11/•,,,
,SC1AN Ro •.
'', Notary's printed or typed name
C'•• 0 T A �S,�IN I My commission expires: ' 5 Z<-
La �y
6' AU8\-\ ,4.,ti
r„,`, 'E„ `',,,
3
Book: 3123 Paqe: 489 Seq: 3

Z&.72e/./.- County, North Carolina
I certify that 7 1 `,5-, ] personally appeared before me this day,
acknowledging to me• at e is5' 7 '& '77 f East Carplina Council, Boy Scouts of America, Inc. a
North Carolina corporation and that he, as '-o� 6-e£440tbeing authorized to do so,executed
the foregoing on behalf of East Carolina Council, Boy Scouts of America, Inc..
Date: y � /
(Official Seal)
_ idol Signature of N ary
„„„4.,..,„„,, Notary's printed or typed name
�::� A V.
,�. My commission expires: // ��r,c�S
. '°[JB l.lC' ,/G _
•r,,49� E b
0.- :0"`
'''ke,eHi,,,utp,Sd
4 c 6,, ° [?
Book: 3123 Page: 489 Seq: 4

yg 11,2f11
Ffl ED
• ti..JULGp� 2 9 33 fi 1, r86
�I. /.�\ HREG;` - .
IX sQ ` N.4 s u I.,j L1„+.r u. G.
0 AP
2 4AI 4%
5
U KPH A�OO+ v0
1— S ' i
w �9. C4
z
0 \ t..1%('' <, „I• s
a // JouRN1G ANC3 r A6 �,� `
0
2',031_
an tit. 4O"c 9 3 5.5 2' 0 `
w ►
m oe• 907. 52 I `* '
a, IRON .2 st'. C"'+di
4) 4 r op e
al a n, A m 4% moo- '
a Tres
(Vco q3
42'-35'w
248. i
48 / D
o
Cam o ° e in 13 4. 71 AC.
rt. Ca
- a)) a 3 Q O' 2
Q �' Ne2-3O'-83, •
rif la
c3' + \� I,
t, a !L Sit: \O. .J
ID- .t�.
/4 0. , so in w �0..le,
, Zee'��
e N9 M! IS \
.� °e 0,xe- ,a1'S 'Q
e C A . d
N �b E
O%�
.��'�ti? 21 .45 AC . M�o.O vO
to*-‘ 0,4" a ,p
H89°-38.-39 W e'
a 3 2 7 y/( l�s
- Rto� 1605, 60 < 9
/4•Ft4, N HICKS NO*-$�._°�F 71. *7�-5q'�34'' ‘9.* %)a 'p OF <<
Co 2 se. ��
270'
y /� SB9°-3B'-39"E `
0° 49, NOa_g2, 5s,.E o a 13
Fa•. 462•9' ,S4- .0 "O
k 40 T
a
• �,,/ Hsa '� �o x
.�• 31-4T"E L
a r 221.061
00, t3c3?, t, ^] ui'�/ • . s9+ C) 0 t� LP
em s' D .` f \Q• N. 'A
J / lk �Qtft
c `�'/0
�a/s9� E
S•, v. 19 3. 3 0 A C . �g0`'�° o‘, •
C -., * o f0 tiQ.
'Y 3
1R. A 2. 07 AC.
� ti ��
TR. B Z.65 AC. °y R,• �i~ ,�, stb°' ,�ti
TR. 0 1.4'� AC. yap 0�� �' •.' "L
T R. D 134.71 A C, o�t� .p 76.` `'�� '�8 ,$}�, \ o: c h�'O %+ � +�hh �*
TtR. E 193.30 AC. {gG . .�� . .i• 4 ' A. A
TOTAL 354.18 AC. t� o ..4 a �7
P' ^ate ♦O � �Co f
A.
, ge
� ,,,aI'H,,,
% , C qR , o h; ♦NQ�
Q`. ;STR ,. � \�❑ 4J . •
43
�
`� t� SEAL P ah
L ]341 gig)- C I, R. LOWELL HARRIS certify that this plat was drawn under my
• Z�� �@ 'Q . �,�` supervision from (an actual survey made under my supervision) (that
.�a'-'1,;:_!.• D slot3 k• : the a ror of closure as calculated by latitudes and departures Is
■••••-► p` ■` '�' 1: "/ - ). Deed description recorded in Book
�'',i LL �;,,`t. * ,� Pg. . ect.) (Other): that tha pboundaries not surveyed are
�i/frtttat+>>�' NN GOH shown as broken fines plotted from information found In
4'' Boole _ Pg. : that this plat was prepared in accord-
PROPERTY OF
ance with G.S. 47-30 as amended. Witness my original signature
INN COPUNIA4101 CAS r registration number and seal this / r1 day of ( rr•• ,A.O. 19
FR E D W. HICKS JR . 1111.*"`"$certificate-11 \ Survey&
Warty) Itesy Public is L 1341
N tohh ...rumtnt has Irk NTIb and nalawl i�Ae1
Registration Number
nI niC,
si -^'ImolE,,Kpalla 111 OM
GRIFFINS T W S P., NASH C O U N T Y, N. C. 1,._ c_o_c� `f- �-- "North Carolina. 11 County.
A..4, hesater of Deeds 1, a Notary Public of the County and State aforesaid
,J U N E 16 , 1986 SCALE I n = 400 ' certify dime yr i sktRegistered Land Surveyor,
personally appeared before me this day and acknowledged
400 200 0 400 800 1200 the execution of the foregoing instrument. Witness my hand
I W by certify that the Subdivision as elpPfeted Wen= and official stamp or seal, this I ',day of C r y ,
SCALE IN FEET has been granted final approval pt�rsnant to the Nash and
,(1I� -
County Subdivision Regulations. a , V G
V)1,t01 1 19 1 otary Public
R . LOWELL HARRIS ,
_ _ _ - my commission expires /lel .� �'?'.3, D�
R EG, LAND SURVEYOR *th- �t 1 .' 1�
R E ❑ OAK , N. C . , Director 0f Plan ng MARGARET J. HARRIS
NOTARY PUBLIC
NASH COUNTY, N. C.
a -
Book' 16 Page: 29 Seq- 1

PPaJe 1 of
•
•
Prepared by & mail after recording to: Terry W. Alford
11111 Attorney at Law
P. 0. Box 940
Spring Hope, NC 27882
NORTH CAROLINA
NASH COUNTY GENERAL WARRANTY DEED
THIS DEED made this ;00, day of 01)1- 4 , 1992, by
and between
ANNE P. MURRAY and husband,
JOSEPH PHILLIP MURRAY
Route 1, Box 401
Spring Hope, NC 27882, GRANTORS,
and
LINDA FISHER, Unmarried
Route 1, Box 282
Nashville, NC 27856, GRANTEE
Brief Description: 29.10 acres, Griffins Township
WITNESSETH:
Grantors, for a valuable consideration paid by Grantee, the
receipt of which is hereby acknowledged, have and by these
IIII presents do grant, bargain, sell and convey unto the Grantee in
fee simple, all those certain lots or parcels of land situated in
the Griffin& Township, Nash County, North Carolina, and more
particularly described as: 1
{
Being 29.10 acres as shown on plat entitled
"Property of Linda Fisher", said plat having been
prepared by R. Lowell Harris, Registered Land Surveyor,
from survey dated June 23, 1992, said plat being of
record in Plat Book 4/ , Page 77 , Nash County
V CD Registry.
m There is included within this conveyance any and
m 0 ~ all personal property and fixtures located on the 29.10 I
u) — a acres including, but not limited to, implements,
Ti g'cil accessories, fixtures, and improvements.
GRANTORS RESERVE UNTO THEMSELVES, THEIR HEIRS,
ASSIGNS, AND DESIGNEES A 45-FOOT PERPETUAL PERMANENT 1
ACCESS EASEMENT for any and all purposes along the line
6 =• ' of the existing log path as designated on map above
described, the centerline of said access easement being
the centerline of the existing log path.
GRANTORS RESERVE UNTO THEMSELVES, THEIR HEIRS, 1
a ASSIGNS, AND DESIGNEES THE RIGHT OF INGRESS AND EGRESS
over existing paths on the property or, in the
had.,µ_ alternative, along other routes as agreed upon by all
a a Z4 parties to the family cemetery as designated on plat
x u above described for the normal and usual purposes,
111/1
including, but not limited to, burial of family -
members, maintenance of existing graves, and
visitation. 1
I
TD HAVE AND TO HOLD the aforesaid lot or parcel of land and it
all privileges and appurtenances thereto belonging to the Grantee
in fee simple.
BUOK1375P aE 537
,,i - -3�
•
,1-+.1,Ei I , , _ ,, Book 1375 Page 537 Seq 11

PrPatje 3 of
And the Grantors covenant with the Grantee, that the
Grantors are seized of the premises in fee simple, have the right
to convey the same in fee simple, that the title is marketable VP
and free and clear of all encumbrances, and that the Grantors
will warrant and defend the title against the lawful claims of
all persons whomsoever except for the exceptions hereinafter
stated.
Title to the property hereinabove described is subject to
the following exceptions:
1. Reservation of access easement along northern portion
of tract as more clearly described above.
2. Reservation for ingress and egress to family cemetery
as more clearly described above.
3. Public utilities, easements and rights of way of
record.
4. Subject to zoning regulations of Nash County.
IN WITNESS WHEREOF, the Grantors have hereunto set their
hands and seals the day and year first above written.
(SEAL)
P. 1NURRAY ���
. (SEAL)
OSE H PHILLIP MURRAY
/114
NORTH CAROLINA
NASH COUNTY IIIPF
I, a Notary Public of the County and State aforesaid,
certify that ANNE P. MURRAY and husband, JOSEPH PHILLIP MURRAY,
Grantors, personally appeared before me this day and acknowledged
the execution of the foregoing General Warranty Deed.
Witness my hand and official stamp or seal, this ZND6' day
of Tiny , 1992.
p.AA.w _ A. - : —`_a- My commission expire ',: /J jQ 3
NOTARY, PUBLIC -__ __ _7, S--
.. =. - cl. .1a-
A SEAL: •:�;yPJEANEIFE G.AIfORD: -_ .i;;s i'' ;- rn 1.itt 1 rv..:r,
3 -11,: Notary M itc=- ,- �' O p L., • ' ' fl
" �• Nash County NC - ?Iei; :o= y rb
} __ ==s =fit'o
s=' NORTH CAROLINA "- j1 �;i 'y I 7 i = NASH COUNTY' i -
1.1 ? ' ;�I I �ti`€ i r
�i 11 NI : III !�`�t;.. -,-
1° 1
I The;;foregoing [c N. ert.ificate of I ►N ;, , J I ,
I' Notary iPablficllis certified to be co/ect: M [This Ge eral�aWarranty
ii - Deeds wasl Eresented for li'•re.,gistration 'andTOrded in t to f ice
in Book;: 1575,1i� 1i Page 53,7 This theII day of ! I.�Iy_- i- I ,
P- 'r 1992, atU 3 /1,1I o'Jc lock Q• .m. �9I�I [ - I ,/i p/ - 1
il.1'� 1 3M1 ,{- - J ' MARGARET B. DOUGHTIE, REGISTER OF DEEDS
- x:4'ili .. ..„7F - _=-:1 = BY: a I IvJ ! 1 I
III
. ;!, `= Z egister'of Deeds
i
204DEED2.32 •1 - `€{E. E I
-_ BOOK 375FAGE 538
/5k
7r4'.eF t r 3l(
- Ronk 1375 Page- 537 Seq- 7

2- J
11111111111111I1111111««�11/1�fl1t ----
1111111111111111111111111111111111111
❑ac I[7: 0 1as8520)003 Tvae: CRP
Recorded: 0g129/20i5 at 04:26:20 p
Fee Amt: 0976.00 Page i 04 3
Revenue Tax: $ggp 00
Nash County North Carozlna
Anne ,!, Melvin Revis❑❑ter Deeds
��]]af
21
'14is instrument pre ared LT
a licensed North olina r ey.
Delinquent taxes, if an , be paid by the closing attorney to the county T
Coitector upon disbursement of closing proceeds.
NORTH CAROLINA
GENERAL WARRANTY DEED
• Excise Tax: $950.00 Recording Time, Book and Page
Tax Map No. 038632 Parcel Identifier No. 3806009912451J
Mail after recording ta: The Valentine Law Firm, P. D. Box 847, Nashville, NC 27856
This instrument was prepared by: Franklin L. Adams, Jr.
Brief description for the index:
THIS DEED made thisJ9iA day of September, 2015 by and between
GRANTOR
Vickie Sue H. Pittman and husband, Edgar L. Pittman, 155 River Club Way, Youngsville, NC 27596; and
Phyllis H. Campbell and husband, E. Graham Campbell, III, 3524 Chelsea Drive, Rocky Mount, NC, 27803
GRANTEE
Linda E. Fisher, 11901 Cooper Road, Nashville, NC 27856
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors,and assigns,and shall
include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple,all that certain
lot or parcel of land situate in Griffins Township, Nash County, North Carolina and more particularly described as follows:
Tract 11 Parcel E, containing 193,30 acres as shown on survey and map entitled"Property of Fred W. Hicks, Jr.Ann P.
Hicks" by R. Lowell Harris, Surveyor, dated June 16, 1986, recorded in Map Book 16, page 29, Nash Registry, and
particularly described in deed dated June 26, 1986 from Fred Hicks, Jr. and wife, Hortense Hicks to Anne P. Hicks,
recorded in Book 1195, page 338, Nash Registry.
.1
Book: 2795 Page: 219 Seq: 1

PAS 963
Tract 2: Parcel B-1, containing 22.77 acres as shown on survey and map entitled"Division of Property of Fred Hicks, Jr.,
Alfred Cooper Hicks and Sarah H. Womble"by William B. McIntyre, Surveyor, dated July 8, 1980, recorded in Map Back
13, page 293, Nash Registry, and being a portion of that certain property described in deed dated September 1, 1982 from
Fred Hicks, Jr. and wife, Hortense Hicks to Alfred Cooper Hicks, recorded in Book 1107, page 207, Nash Registry.
Tract 3: Parcel C, containing 51.61 acres as shown on survey and map entitled"Division of Property of Fred Hicks, Jr.,
Alfred Cooper Hicks and Sarah H. Womble" by William B. McIntyre, Surveyor, dated July 8, 1980, recorded in Map Book
13, page 293, Nash Registry, and being the identical property allotted to Alfred Cooper Hicks in Report of Commissioners
dated July 31, 1980, recorded in Book 1068, page 114, Nash Registry.
LESS AND EXCEPT:There is excepted from the above-described property the following tracts or parcels of land:
(1) That certain tract or parcel of land containing 29.10 acres as shown on survey and map entitled"Property
of Linda Fisher" by R. Lowell Harris, Surveyor, dated June 23, 1992, recorded in Map Book 21, page 77,
Nash Registry, and particularly described in deed dated July 20, 1992 from Anne P. Murray and husband,
Joseph Phillip Murray to Linda Fisher, recorded in Book 1375, page 537, Nash Registry.
(2) That certain property described in deed dated July 23, 1993 from Anne H. Murray and husband, Joseph P.
Murray to the Department of Transportation, recorded in Book 1419, page 774, Nash Registry.
(3) 8.107 acres, more or less, as shown on survey and plat entitled Minor Final Plat for Phyllis H. Campbell &
Vickie Sue Pittman" dated September 22, 2015 by Donald S. Hilhorst, Surveyor, recorded in Map Book
J 9 , page /SO , Nash Registry
THIS CONVEYANCE IS SUBJECT TO THE FOLLOWING.
(1) The Grantors reserve unto themselves, their heirs and assigns, the Cooper-Hicks Family Cemetery designated
"0.06 ac. cemetery on survey recorded in Map Book 21, page 77, Nash Registry, together with the right of ingress
and egress over existing farm paths or in the alternative along other routes agreed to by the Grantors and Grantee
for access to the family cemetery for the normal and usual purposes including, but not limited to, burial of family
members, maintenance of existing graves and visitation.
(2) The feminine Grantors, namely Vickie Sue H. Pittman and Phyllis H. Campbell, reserve unto themselves or to the
survivor as between them all rights to dig, mine, extract and remove oil, gas, gold, other precious metals, precious
and semi-precious stones located on the premises. Upon the death of the survivor of Vickie Sue H. Pittman and
Phyllis H, Campbell all reserved mineral rights shall immediately cease and terminate and shall vest in the
Grantee, her heirs and assigns, free of all claims of the Grantors.
Alfred Cooper Hicks died a resident of Nash County on February 12, 1986 leaving a Last Will and Testament in
which he devised his property to his wife, Anne P. Hicks, as will appear of record in Estate Fife No. 86-E-86 in the office of
the Clerk of Superior Court of Nash County. Anne P. Hicks married Joseph Phillip Murray on January 1, 1987. Anne P.
Murray died a resident of Nash County on March 20, 2013 leaving a Last Will and Testament in which she devised her
property to her daughters, Phyllis Hicks Campbell and Sue Hicks Pittman, as will appear of record in Estate File No. 13-E-
212 in the office of the Clerk of Superior Court of Nash County.
The above described property does not include the primary residence of the Grantor.
TO HAVE AND TO HOLD the aforesaid lot of parcel of land and all privileges and appurtenances thereto belonging to the
Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the
same in fee simple,that title is marketable and free and clear of all encumbrances,and that Grantor will warrant and defend the
Book: 2795 Page_ 219 Seq: 2

PAcp3B
2__- �
title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this instrument to
be signed in its corporate name by its duly authorized officers), the day and year first above written.
0:618te LcGW J (SEAL) (SEAL)
Vickie Sue H. Pittman Edga
P $4 (SEAL) 1• (SEAL)
Phyllis
is Campbell E. Graham Campbell, Ill
NORTH CAROLINA Nc .sl, COUNTY
I, the undersigned Notary Public of the County of /V(1,54 , and State aforesaid,certify that the following persons
personally appeared before me this day,each acknowledging to me that he or she signed the foregoing document:Vickie Sue
H. Pittman and husband, Edgar L. Pittman_ Witness my hand and official stamp or seal, this the A day of September,
2015.
My Commission Expires: /•/d)•o20/6 4a40o,... 'd 4 -
Notary Public
SUSAN S. SHELTON Print Notary Name:
NOTARY PUBLIC �' , �' S�4.da u
(NOTARIAL SEAL/STAMP) NASH COUNTY, NC
NORTH CAROLINA / /, COUNTY
I,the undersigned Notary Public of the County of_ /1�l�S/, and State aforesaid, certify that the following persons
personally appeared before me this day, each acknowledging to me that he or she signed the foregoing document: Phyllis H.
Campbell and husband, E. Graham Campbell, III. Witness my hand and official stamp or seal, this the G29.i day of
September, 2015.
My Commission Expires: -.y 4',..16I( a J
Notary Public
SUSAN S. SHELTON
NOTARY PUBLIC Print Notary Name: S454, S It14-,
NASH COUNTY, NC
qco. itt
0
v&J
Book: 2795 Page. 219 Seq: 3

PV4B
- - - - - JIIlII1I11JIJIIIIIIIjIIii1111111 1111 111
,1y 1 F l r Doc ID: 0085%2140003 Type: CRP
This instrument prepared by:
�1l11ti . ` . Recorded: 02/12/202 ato03:32:42 PH
a licensed North Carolina attorney. Revenue Tayx: $29.00
AnneNash J. Nelvinrth Registeriof Deeds
Delinquent taxes, if any,to be paid by the closing attorney to the county Tax
Collector upon disbursement of closing proceeds. BK 3 f]3 3 P07 9 4_7 9 6
NORTH CAROLINA
GENERAL WARRANTY DEED
Excise Tax: $29 Recording Time, Book and Page
Tax Map No.: 310420 Parcel Identifier No.: 380600869333
Mail after recording to: Stephen E. Webb, II, Attorney,Nashville NC
This instrument was prepared by: Stephen E. Webb, II,Attorney,Nashville NC
Brief description for the index: 8.01 Acres, Griffins Township
THIS DEED made this /1 day of February, 2020 by and between
(NO TITLE EXAMINATION PERFORMED BY PREPARER)
GRANTOR
Vickie Sue Pittman and husband,Ed Pittman
14 Calhoun Way
Clayton,NC 27527
Phyllis Campbell and husband,Graham Campbell
3524 Chelsea Drive
Rocky Mount,NC 27803
GRANTEE
Linda Fisher,unmarried
11901 Cooper Road
Nashville,NC 27856
The designation Grantor and Grantee as used herein shall include said parties,their heirs,successors,and assigns,and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, fora valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in Griffins Township, Nash County, North Carolina and more particularly described as
follows:
Book: 3033 Page: 794 Seq: T

'NU 963
BEING all of that tract containing 8.107 acres, including 0.271 acre in right of way of SR 1403 (Cooper Road), as shown on
map entitled "Minor Final Plat for Phyllis H. Campbell and Vickie Sue Pittman, dated September 22, 2015, by Donald S.
Hilhorst, Professional Land Surveyor, recorded in Map Book 39, page 180, Nash Registry, said map being incorporated by
reference for a more complete description. The above-described property is part of the tract described in Deed recorded
in Book 1195, page 338, Nash Registry.
The above-described property does not include the primary residence of the Grantor.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the
Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the
same in fee simple,that title is marketable and free and clear of all encumbrances,and that Grantor will warrant and defend the
title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this instrument to
be signed in its corporate name by its duly authorized officer(s), the day and year first above written.
(SEAL)
Vickie Sue Pittman
(SEAL)
Ed Pittman
Pie4..- (SEAL)
Phyllis ampbell
(SEAL)
raham Campell
STATE OF 4-00110!ti'a.,-- Na511"-\ COUNTY
I, the undersigned Notary Public of the County ofKa21,-", , and State aforesaid, certify that Vickie Sue Pittman and
husband, Ed Pittman personally appeared before me this fiay, each nowledging to me that he or she signed the Deed.
Witness my hand and official stamp or seal, this the day of Fe !i 2Q
My Commission Expires: It-27- 21)23 111111.4)1 0'
Nci ublic
J.RENElE ADAMS Print Notary Name: Il?e?!/te1
4fiamis
NOTARY PUBLIC
NASH COUNTY, NC
STATE OF COUNTY
Book: 3033 Page: 794 Seq: 2

PAW 3 9
c-fth oC Nor-#t- Cara tram C D F J1fact, 14 6
I, the undersigned Notary Public of the County of 17" , and State aforesaid, certify that Phyllis Campbell and
husband, Graham Campbell personally appeared before me this day, each acknowledging to me that he or she signed the
Deed. Witness my hand and official stamp or seal, this the I 14-k day of ce.1044i1 , 2420
My Commission Expires: 10-27- 2- 23 ,t,' /704k1447,----
N.• - Public
r.....F..__ _______
J. RENEE ADAMS Print Notary Name: _ ��i 1156iNd
NOTARY PUBLIC
NASH COUNTY, NC
,_6.°
Book: 3033 Page: 794 Seq: 3

'740
—This certifies that them are no delinquent sit valorem al _ I!I1!1IIIIIIIIIIIIIIIIIIIR11IIIIIIIfIIIIIIIIII IIII'III,IIIII l'fl
re Doc ID: 009264680003 Type: CRP
County Tax Collector is ch• $ed with collecting,Ihat are a ken on:csrsre tares,which the Nash Recorded: 04/05/2021 at 03:52:10 PM
> Fee Rmt: $26.00 Page 1 of 3
PtnNe:rnbcr: CJ C{ Revenue Tax: $0.00
Nash County North Carolina
This not a cc rificati❑ hat this Nash County Tax Department Anne J. Melvin Register of deeds
n C F tvnens Pin Number matches this RK 3 "�1 i 1 9 P 3 7 0 0_7 0 2
Tax Collector,Deputy Tax Collector,Tax Clerk Date_ R L]D—
J
QUITCLAIM DEED
Prepared by and return to Jason R. Page, P.O. Box 1724, Wilson, NC 27894.
The drafting attorney has not certified title or conducted a closing.
STATE OF NORTH CAROLINA Revenue Stamps: $0.00
COUNTY OF WILSON Out of Parcel No. 380600991245U
THIS DEED is made this j day of March 2021, by and between:
GRANTORS: Vickie Sue Pittman, and husband, Edgar L. Pittman
14 Calhoun Way
Clayton, N.C. 27527
Phyllis H. Campbell,and husband, E.Graham Campbell
3524 Chelsea Dr.
Rocky Mount,NC 27803
GRANTEE: Linda E.Fisher
11901 Cooper Rd. E—
Nashville,NC 27856
This property is not the principal residence of Grantor. The designation "Grantors" and
"Grantee" as used herein shall include the parties, their heirs, successors and assigns, and
shall include singular,plural, masculine, feminine or neuter as required by context.
WITNESSETH: That the Grantors, for valuable consideration paid by the Grantee, the
receipt and sufficiency of which is hereby acknowledged, have and by these presents do
hereby remise, release, and forever quitclaim unto the Grantee all of the Grantor's right,
title and interest in and to all mineral rights within 100 feet of each stream, creek, and
riparian wetlands on that certain parcel or tract of land located in Nash County, North
Carolina, currently identified as Nash Co. Parcel No. 380600991.245U, and more
particularly described in the deed to the Grantee recorded in Book 2795, Page 219, Nash
County Registry.
TO HAVE AND TO HOLD the aforesaid property interest, together with the privileges
and appurtenances thereto belonging to the Grantee in fee simple.
BUT, NEVERTHELESS, expressly subject to all restrictions, easements, rights of way,
and permits of record.
Book. 3119 Page: 700 5eq: 1

fin1
IN TESTIMONY WHEREOF, Grantor has hereunto executed this instrument the day and
year first above written.
*OC.-0-(-SEAL)
Vic
kie Sue Pittman
(SEAL)
Edgar L.Pittman
STATE OF NORTH CAROLINA
COUNTY OF }
I certify that the following person(s) personally appeared before me this day, acknowledging
to me that he or she voluntarily signed the foregoing document for the purpose stated
therein and in the capacity indicated:Vickie Sue Pittman and Edgar L.Pittman
Date: 0/A2e) /
Signs e N tart' ublic
(Notary Seal) Printed Name: eil 1 P, 1,0 kI
\\�11+ti,�►ft� �/1 4-5
\��P� �pk �rrr My Commission expires:
\• ❑1"ARr
PUBt-\C v =
/#/71''?'Ok CCz"% \'\�
Book. 3119 Page: 700 Seq: 2

70L
IN TESTIMONY WHEREOF, Grantor has hereunto executed this instrument the day and
year first above written.
(SEAL)
Phyllis H. Campbell
(SEAL)
E. Graham Campbell
STATE OF NORTH CAROLINA }
COUNTY OF }
I certify that the following person(s) personally appeared before me this day, acknowledging
to me that he or she voluntarily signed the foregoing document for the purpose stated
therein and in the capacity indicated: Phyllis H. Campbell and E. Graham Campbell
Date:
Signature of Notary Public
(Notary Seal) Printed Name:
My Commission expires:
(7, °o
Book' 3119 Page: 700 Seq: 3

Rig 4 bif33
'7 0 3
This nudges that there are no delinquent ad valorem rear estate mixes.which the Nash
n ^I 1111111 iiijuuuiuflT
Cowtty Tax Collector is char ed with collecting,that ore a lien on
jl (0 Doc ID: 009264690003 Type: CRP
t „r„�e. Recorded: 04/05/2021 at 03:52:32 PM
ent pin Number matches this
Fee Amt: $26.00 Page 1 of 3
This is not a certifiuSson tftat this Nash County Tax 17ep + Revenue Tax: $0.00
�![_ } .r� Nash County North Carolina
e gate: Anne J. Melvin Register of Deeds
Tax Co lector,Deputy ax Collector,Tax Clerk BK 3 119 PG7 0 3 7 0 5
QUITCLAIM DEED
Prepared by and return to Jason R. Page, P.D.Box 1724, Wilson, NC 27894.
The'drafting attorney has not certified title or conducted a closing_
STATE OF NORTH CAROLINA Revenue Stamps: $0.00
COUNTY OF WILSON Out of Parcel No. 380600991245U
THIS DEED is made this 1 day of March 2021, by and between:
GRANTORS: Vickie Sue Pittman, and husband, Edgar L. Pittman
14 Calhoun Way
Clayton, N.C1. 27527
Phyllis H. Campbell,and husband, E. Graham Campbell
3524 Chelsea Dr.
Rocky Mount, NC 27803
GRANTEE: Linda E.Fisher
11901 Cooper Rd.
Nashville, NC 27856
This property is not the principal residence of Grantor. The designation "Grantors" and
"Grantee" as used herein shall include the parties, their heirs, successors and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH: That the Grantors, for valuable consideration paid by the Grantee, the
receipt and sufficiency of which is hereby acknowledged, have and by these presents do
hereby remise, release, and forever quitclaim unto the Grantee all of the Grantor's right,
title and interest in and to all mineral rights within 100 feet of each stream, creek, and
riparian wetlands on that certain parcel or tract of land located in Nash County, North
Carolina, currently identified as Nash Co_ Parcel No_ 38060099124511, and more
particularly described in the deed to the Grantee recorded in Book 2795, Page 219, Nash
County Registry.
TO HAVE AND TO HOLD the aforesaid property interest, together with the privileges
and appurtenances thereto belonging to the Grantee in fee simple_
BUT, NEVERTHELESS, expressly subject to all restrictions, easements, rights of way,
and permits of record.
3
Book. 3-1-19 Page: 703 Seq: 1

PAS 6if 33
"7.554
IN TESTIMONY WHEREOF, Grantor has hereunto executed this instrument the day and
year first above written.
(SEAL)
Vickie Sue Pittman
(SEAL)
Edgar L, Pittman
STATE OF NORTH CAROLINA }
COUNTY OF )
I certify that the following person(s)personally appeared before me this day, acknowledging
to me that he or she voluntarily signed the foregoing document for the purpose stated
therein and in the capacity indicated:Vickie Sue Pittman and Edgar L. Pittman
Date:
Signature of Notary Public
(Notary Seal) Printed Name:
My Commission expires:
Book 3119 Page: 703 Se6: 2

33
7
IN TESTIMONY WHEREOF, Grantor has hereunto executed this instrument the day and
year first above written.
(SEAL)
Phylliis H. Cam ell r
‘24 (SEAL)
E. Graham Campbell
STATE OF NORTH CAROLINA }
COUNTY OF e4 Ci
I certify that the following person(s)personally appeared before me this day, acknowledging
to me that he or she voluntarily signed the foregoing document for the purpose stated
therein and in the capacity indicated:Phyllis H. Campbell and E, Graham Campbell
Date: 3- `/--2-0.2I
ature of Notary Public
(Notary Seal CPu Printed Name:‘JC�CtaI T U i
yip 'G • My Commission expires: 'a11�
at„.
Book: 3119 Page 703 Seq: 3

PIPAe 1 o°f
l'' - !--
NORTH CAROLINA
NASii COUNTY
TillS DEED OF Iiiva;T, ilade this 22 day of iuiay, 1)34, between A . i .Cooper and wife
Uallie 3. Cooper, of Nash County, NorthCarolirra, -parties of the first part, to Dr " L.
voice, ir'.V.Avent , and C. W. Coghill, all of hash County, North Caroline , as trustees
for cars ing into effect the trust hereinafter provides , parties of the secono past,
'iIlTNIeSSLiii:
That whereas , the 2paities of the first; part, being; .nterested in boys, not o rly
boys but as the men to tomorrow , and believing than the buys of today are afforded=
through membership in the hoy Scouts of Lmerica the greatest opportunity for quaLify.
the meelves for future good citizenship thiough the building of character and health
and traininL-a in industry, and desiring to have some part in the furtherance of tiheBoy
Scout Movement by deeding and conveying to the parties ofthe second part, and to their
successors in interest, the land hereinafter described . k
NO`,:, THEI-dialiE, said parties of thefirst :part. in consideration of the premses3i and of the sum of one Dollar to them paid by t-ae parties of the second part ,the
of which is hereby acknowledged, have bargained and sold , and by these presents Moser
brain, and sell and grant and convey to the said ,,nirties ofthe second part, and 'to
their successors in interest, as hereinafter provided, subject tothe c r aitions of tru ru
inthis deed hereinafter specified, a certain tract or parcel of land in Sriffin 's
Township, Nash County, State of North Carolina, descri eed as follows ;
. BEG-IND:I11 at an iron stake on the west st bank of Swift Creek at the point where
the .southern fence of the A . vi. Coop_ r pasture loins the creek; thence along thew+lest
bank o : the creek, by direct line N. 9° 5)' L . 2b0 feet to a stake ate :end in the
creek; thence alongthe north bcnk of the creek, by direct line c5° 29' E. 25b eet
to an iron axle, by direct line N . jy 45' E. 100 feet to an iron stake• thence i�. 48
0 W. 523 feet to a pine tree• thenceS . 4L" 52 ' 'f . 53i, feet to a stake ; thence S . 46°
i 9' . along_ the pasture fence 3b5 feet to a stake • hence continuing along the fence
. 54° 45 ' t. 1.4 feet to the beginning, cuntainin�-• b.6 acres more or less, according to
survey by Frank M.Doar, C .L. , made in April, 1934.
le HAVE AND TO HOLD the aforesaid real estate, together with all appurtenances
thereunto appertaining, untothe said parties ofthe second part, and their successors
in interest, forever, subject to the following conditions , tto-wit ;
rr-\ L . TIB said real estate shall be held for the use and benefit of troops of Boy
Scouts of hmerica now organized and existing , or hereafter organized also existin4N in
the City of Rocky Mount, Nash County, i', . C . ,wherein the membership is confined to ersor
1 of the Oaucae ion rac e,pro vid ed that if at any time the 'organization known as the Boy. Scout
L- of America shall be merged with and lose its itentity in an organization of some other
name, which shall thereafter carry on the purposes and objects of the LoyScouts of
America , the said real estate shall be held for the use and benefit of the units
organized and existing in Rocky Mount, N.C . of such organization, whether such or-.
Lion shall be national in its scope or shall be sectionally limited, or shall be aocalT
to the city ofRocky Mount .
2. The said real estate shell be kept free from debt as it now is and the patties
of the second part, end their successors ininterest as hereinafter provided for, shall
have the right to epact compensation for the use of the above described lands and any
irppr overitents made thereto and laced thereon but such compensation shall be used only
for the purpose of making; iTeproveuients thereto and keeping the improvements and premise
larepair suitable for the uses forwhich the same may have been constructed, ands for
meeLin ; such ordinary expenses as may be incurred or which may accrue and be a charge
age ns t the same .
3 .The -parties of the first part andtheir descendants shall have she right an
privi ehe o' gra2inc cattle on the lands hereby coned and of passiee and repass r�,
over an across said lands, so long as they, or any of them, shall ,� k'
adjoining Lands now owned by the parties of the first art hold title iv J e
part, such rights end privr�l.#eges
to cease and terminate immediately when title to all adjoining lands has passed ottt of
the parties cr the first part and heir lineal descendants ( the term "ad jaininµ, lads"
not including lands situate across Swift Creek from the lands hereinbefore described) .
4. Any dam to be erected or constructed across the brook running through the above
describes lands must be limited Ln height so that the sater backed up thereby shall not
be forced out of the present banks of the brook at a point above ''The Old StilliJarn°, "
5. The parties of the first part and their neal d escenants shall have free access
to thelands lineal
hereby conveyed and shall make such use thereof as they maydesir
` that such use thereof shall not defeat the pupposes of this conveyance . e proyided
6 . If at an; time hereafter the BoyScouts of America shall cease to function and
no local, sectional or national organization shall, within three
succeed to the purposes and ob 'ec �, of �; pears thereafter,`
I p jsaid Boy scouts of America and make use, ib
kec ping with the puruoses ofi this conveyance, of the lands above described, then and
intnat event the title to the above describes: lands shall thereupon revert to
of the first part" or, if they be not then living, the pantie
be it.g the a me nt and purpose of the parties ofthe first epe then living nany tofime
trine, i-
after there shall be no organization, national, sectional or that if at any here-
sirnilar to those now performed by the BoyScot of' pert
local performing functions
objects and purposes, and t,'rzelac k thereof hall continuer for ica and period pursuingits Identical s;
an in that event the trust hereby created , shall cease and terminatethree years; then
and the title to
— Book: 377 Page Se ence: 75

PO e3ofP
1
the lands hereby conveyed shall pass back toLhe parties of the first part or their
then living nest of kin.
7 . In order that full use and enjoyment may be had of the above describes lands,
the parties of tne first part do give and (_,rent to the parties ofthe second part,
and their successors in Interest, an easement and right-of-way over and across
the adjoining lands of the parties of the f t rst part to the end that all persons who
may hereafter lawfully use, by virtue of this cor,veyance, the id lands, shall and
wil have at all times a convenient r ;ght-of-vlay for ingrees nd egress from the
smile . 4
E. in the event o f the death, removal from the city o f pocky "Aunt and/or i sh 1
county, or the resignation of either of the said Tparties of the second part, the • 1
remaininFa; survivingparties of the second arb snail have the right , anu it shall •
be their cuty to select from among the actual residents of the airy of Rocky Mount
and/or Nash County, a successor to fill such vacancy as the same may occur; if the
remainimn surviving parties of the accord part shall fail to agree in the selection
of a successor to fill such vacancy, then ,he Clerk of theL4uperior Court of Nash County,
shall f; ll same; and said successor shall be under Lhe same obligations , and have the
same right to fill any further vacancies v:hich may occur? inthe sam e manner as herein .j
conferred upon the said parties of the second part, herein named .
Is7i1TNES ; HEREN, said parties of the firs ,, part have hereunto set their hands
and seals, this the day and yeef• first above written.
A . . Cooper ( SEAL)
,
Sallie S . Cooper (SEAL)
NORTH CAi1CLINA, Edgecombe County: •
h
I ,Luther T . Bulluck, a Lotary Public, do h?reby certify that A . V .Cooper and wife, •
Sallie S .Cooper , his wife, personally appeared before me Lilt day and acknowledged the
due execution ofthe foregoing conveyance; andthe said Sallie S .Cooper, being by me
privately examined , separate and apart from her said husband, touching her voluntary
execution ofthe eame, doth state that she signed the same freely and voluntarily, •
without fear or compulsion of her said husbend , or of any other person, and that she
doth still voluntarily assent thereto . `
iitness my han3 and notarial seal,this the 22 day of May, 1934 .
4 com. expires ?3-28-35 (L . S . ) Luther T . Bulluck , Notary Public .
de, the undersigned, parties of the second part; herewith by .our signatures, ' {
receive as trust geantees the premises inthe foregoing deed r; n;ioned, and agree to i
hold , manage and control same,as honorary Lrus Lees, and without compensation, subject
to the conditions and instructions inthe foregoing deed specified .
witness our hands and seals, this 22day of i,iay, 1934 .
E . S .}voice (SEAL •
ii .4.Av ent (SEAL
C .W.Coghill (SEAL
•
No: th Carolina) '
Nash CounLy )
The foregoing certificate of Liner T .Bulluc k, a Notary Public of Edgecombe County,
is adjudged to be correct . Lei, the instrument with the certil' Lca's beregistered .
Witness my hand this the 22 day of May, 1934.
Louise J . Si1ls,Dept .C .S . C. ,.
.t1.,ED for registration iiay 22, 1934, at 4 p .m. - J. B. Boddie ,Reisterof Deeds .
I d
,
t NChTH CAROLINA
. ASH COUNTY
This deed made this the 9th day of May, 1934, by Jesse R.Clark ,Jr. , Trustee,
party of the first- part,to The Union Cantral Life Insurance Company of Hamilton,
County, Ohio, a Corporation created, organized and existing under and by tirtue . `)
of the laws of the State of Ohio, with its principal office and Tilaceof business , I
in the City of Cinci enati, Ohio, party of the secondpart, witiesseth:
That whereas , on the 22nd day of June, 1927, William K. Joyner, and wife, Ida -
Lay Joyner, executed and delivered unto the said Jesse R .Clark,Jr . ,Trustee a
certain Deed of Trust which is recorded in the office of the t-cegister of Deeds of
NashCoun uy, in Book 327, page 7o .
and whereas, there was default in the paymentof the indebtedness uherely I''
secured . as therein pr ided , and under and by virtue of the authority conferred by
said Deed of Tiust, in accordance withthe terms and stipulations of the same, and after
due advertisement as in said Deed of Trust prescribed, and by thelaw directed, •
the said Jesse R.Clark,Jr . 'trustee, did on Wednesday the 28th day of March, 1934,
at about the hour of One O'Clock P ..i. , expose to public sale at the Courthouse
door of NashUounty, the lands hereinafter described where and when the Union f
Book: 377 Page Se. 'ence: 76

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— - ----- ---- Book- 377 Page Sequence 6

P�aee4of (I
t•
Central Life Insurance Corripan became the last and highest bidder for the same at the
price of ThirtyFive Hundred ($3500.00) Dollars .
And whereas , report of said sale was immediately file n the office of the Clerk
of theuperior Court of said County, where it has remained ikre than ten days, and no
one. has offered to raise the said bid or requested a re-sale of the said property.
And whereas , the said purchase price has been fully paid as in ;sEid Deed of Trust
prescribe d .
iNow, theref ore, in consideration of the premises and the sum of Thirty--five Hundred
($3500.00) Dollars, paid to the said party of the first part by the said party of
the second parr, the receipt of which is hereby ackrrwledged and underand by virtue
of the execution of the power and authority by the said said Deed of Trust conferred,
the said Jesse R.Clark,Jr . ,Trustee, aforesaid, does h€reby bargairi, sell and convey
untothe said The Union Central Life Insurance Company, aforesaid, its successors and
assigns, the fclloring described real-estate:
Situated in Coopers Township,County of Nash, State of North Carolina, to-wit:
Beginning at a stake/ in the center of theCounty road leading from the Wilson-
Nashvilre Highway tothe old Raleigh and Tarboro Road, H. R.Winstead ' s corner , and runs
thence down the said road South degrees, 45' West 1309 feet to an iron stake; thence
continuing down said road South 21 ,degrees East 278 feet to a stake, M. K. Joynees
corner; thence along said Joyper ' s line North 67 deg. 155' East 1184 feet to Sweet-gum
pointers on a small branch;thence down said branch North 30 deg. East 355 feet to an
iron stake, Mrs .s . Ida Pridgen' s dower corner; thence said Dower line South 20 deg. 15'
East 840 feet to a stake on a path, said Dower corner ;thence along said path, the
Dower line North 60 deg. 45' East 554 feet to a stake, .said Dower corner; thence along
said Dower line North 20 deg. 1 ' West 129E feet to a stake, W. K. Joyr r s line ; thence
along said Joyner' s line North 3E, deg. 15' East 200 feet to a Cypress on Sappony Creek;
thence down said Creek to a dead ash, J. H. Cockrell ' s corner in J . D. -and' s line;
thence alonga said Cockrell' s, line, South 20 deg. 15' East 1556 feet to stake in
S .G.Pridge ' s line ; thence withthe line of S. G. Pridgen' and Nathan Cockrell South 63
deg. 30 ' West 126') feet to a stake, NathanCockrell 's corner; thence along his line
South 19 deg. 15' East 740 feet to a stake, W. K. Joyner 's corner;thence along said
Joyner's line Suuth 72deg. West 2105 feet to an iron stake in May B.Fridgen' s line;
thence along her line North 20 deg. 15' West 171 feet to a stake, said Liary B.Pridgen' s
corner; thence along her line South 3 degrees 40 ' rest 495 f eet to a stake; another
corner for said i'.iary B.Pridgen;thence along her line and B. C. Joyner ' s line North 87
deg. 30' West 2010 feet to a stake, H. H. Winstead 's corner in B. C . Joyner ' s line ;
thence dongViinstead ' s line North 2 degrees 15' East 2192 feet to the beginning, con-
taining 20) acres, by actual survey, and being a part of the lands allotted to the heirs
of Drewery Pridgen byCommissioners in the division of his la nds in 1912, and also a
part of the tract of land conveyed by R . B. Bottoms and wife, to W. K. Joyner by deed
recorded in Book 196, at page 590, Nash Courr£yRegistry.
TO HAVE AND TO HOLD said lands and premises and all privileges and appurtenances
thereto belonging: unto the said The Union Central Life Insurance Company, as aforesaid,
it,s successors and assigns fcrver in as full and ample manner as the said Jesse H .
Clark,Jr . , is authorized and empowered to convey the same .
In witness whereof the said Jesse R.Clark ,Jr . ,Trustee as aforesaid, has hereunto
set his hand and affixed his seal, the day aid year first above written.
Jesse R. Clark,Jr . ,Trustee (SEAL)
State of Ohio,
County of Hamilton.
I, Vim. H.Bardes, a Notary rublic of Hamilton County and State aforesaid do hereby
certify that Jesse R. Cla_rk, Jr . ;Trustee, personally appeared he fore me thissday and
acknowledged the due execution of the foregoing instrument .
Wiiness my hand and official seal, this the 9th day of May,1934.
My commission expires: Jan. 22, 1937 (L.S . ) Wm. H. Bandes, Notary Public .
North Carolina
County of Nash.
• The foregoing certificate of Wm. H. Bardes, a Notary Public of Hamilton County,
State of Ohio, is adjudged to be correct . Let the instrument and certificates be
registered .
Witness my hand this the 22 day of May, 1934.
Louise J . 5il1s ,
Dep. Clerk of the Superior Court of Nash County.
iIL1 T) for regitration May 22,1934, at 10:30 a.m. - J. B. Boddie ,Register of Deeds .
( $3 . 50 rev. enue stamps attached)
Book: 377 Page Sequence: 77

Pis o �
NORTH CAROLINA
NASH COUNTY
THIS DEED, made this 23 day of May, 1934, by J. H. Bartholomew and wife,
I . E. Bartholomew of Nash County, North Carolina , ofthe first part, to J. E.
Mitchell of Franklin County, State of North Carolina, of the second part:
ViITNESSETH: That whereas , on Decemlo r 30,1913, the parties of the first
part, togethet with James Lamm and others, executed and delivered to the party
of thesecond part, a deed conveying the tract of land hereinafter described
together with the Forty nine (49) acre tract of land lying, ana being in Franklin
County, North Carolina, which said deed is recorded in Book 376, page 518, in
I/
the office of the Register of Deeds for Nash County, North Carolina ; and whereas,
through inadvertence or�mistake of the draftsman the following language was in-
corporated in the aforesaid deed immediately following the description of the
tract of land hereinafter described: "This one acre in conveyed by James Lamm
and wife, Lecy Lamm; " and whereas the said tract of Tand hereinafter described
was never owned by James Lamm or his wife, Lecy Lamm, but was on the date of the
aforesaid deed owned by and in the possession of J. H. Bartholomew and his wife,
L . E. Bartholomew;and whereas said partbs of the first part herein desire to
perfect title tothe tract of land hereinafter described;
NOW,THER FORE, in consideration of the premises and the sum of One ( $1 .O0)
Dollar in hand paid ito the parties of the first part by the party of the secono
part, the receipt of which is hereby acknowledged, have bargained and sold, and
by these presents do hereby bargain, sell, release, quit-clai,r, and convey unto
the party of the second part, his heirs and assigns, all their right, title and
interest, inand tothe following described tract of land, to-wit :
Lying and bei44 in luannings Township, Nash County, North Carolina, adjoining
the lands of J.E.iaitchell, and others, and bounded es follows: Beginning at a
stake in' an old road or path, J. H. Bartholomew 's corner (now J . E . liiiitchell) ;
thence his line North 32-1/2 degrees East 101 yards to a corner stake; thence
South 57 degrees East &yards to a. stake _ thence South 32- 1/z degrees hest 101
yards to a stake on said old road or path; thence along said path North 52 degrees
West to thebeginning , containing one acre .
TO HAVE AND TO HOLD the said tract or parcel of landand all privileges and
appurtenances thereto Belonging; tothesaid party of the secondpart, his heirs
qnd assigns, in fee simple forever.
IN FIII'NESS WHEREOF, said parties of the first part have hereunto set their
hands and seals, the day and year first above written.
J. H. his x mark Bartholomew : (SEAL)
M.E. her x mark Bartholomew ( SEAL)
NORTH CAROLINA ,
NASH COUNTY.
I, Theo . Lason, a Notary Public , do hereby certify that J. H. Bartholomew and wife,
M. E.Bartholomsw, personally ap]eared before me thisd ayand acknowledged the due
execution ofthe foregoing instrument ;and the said N.E. Bartholomew, wife of J. H.
Bartholomew, being by me privately examined , separate andapart from her said husband,
touching her voluntary execution of the same, doth state that ehe signed the same
freely and voluntarily, without f ear or coffipulsionof her said husband , et any other
person, and that she dothstill voluntarily assent thereto .
Witness my hand and notartl seal, this the 23 day of 'thay,1934.
Liy commission expires: 1-6-35 (L.S . ) Theo .Easom, Notary Public . .
North Carolina )
Nash County
The foregoing certificate of Theo .Easom, a Notary Public of Nash County, is
adjudged to be correct .Let the instrument, pith the certificates, be registered .
Witness my hand this the 24 day of i ay, 1934.
J. C . Ellis, Asst . Clerk Superior Court .
FILED for registration i.ay 24,1934, at 1:45 p.m. - J. B.Boddie, Register of Deeds .
Book: 377 Page Sequence: 78

Phe of F , -,1
e o 0
TRUSTEE'S D D Telegram Presses,Reeky Mount,N.0.
NOR CAROLINA, NashMa 22 County. c
THIS DEED, Made this the.. . .day ofR Y 193 by .. .. . . . ... ...
Iy.
l a t ee' E.Carter.. .... ... .. .. . . . ... ...
Trustee, party of the first part, to .... ... .. .. . . . ... ...
of Nash County State of North Carolina part...Y of the second part
{
WITNESSETH: That whereas, on the 0 day of January 193 1
DeLeon Carter and nife,Mattie E .Carter
executed and delivered unto the said Roger Bailey Trustee,
a certain deed of trust,which is recorded In the office of the Register of Deeds for Nash County, in Book..35.5 , Page 205•
AND WHEREAS, there was default in the payment of the indebtedness thereby secured as therein provided, and under and by virtue of the authority
conferred by the said deed of trust, and in accordance with the terms and stipulatenps of the same, and after due advertisement as in said deed of trust
prescribed and by law provided, the said i oge r alley Trustee,
did, on the 24th day of July , 1933..., at... 12 o'clock M., at
•..CO.Ur.t..HOUsQ in Nashville North Carolina, exp
ose to public
sale the lands hereinafter described, where and when r. o..i41irs Matt' eE.C.
Fire Thousa'n ,_tir E.Carter
un red Eighty.Vour - 7.1/1G0
became the last and highest bidder for the same at the price et Dollars:
AND WHEREAS, the said bid was not raised within the time allowed by law:
AND WHEREAS, the said purchase price has been fully pakirc .airazighe to.p� ili;as Vitil d�_ilaed,Dfr.t$r1t pt�5I ty Four G 71/100
NOW THEREFORE, in consideration of the premises and the sum of J illlt� tiU 1 lltdtdU Dollars
paid to the said party of the first part by the said part.Y...of the second part, the receipt of which is hereby acknowledged and under, by virtue and in execu-
. tion of the power and authority by the said deed of trust conferred, the said { >,LQg.,�Qr�...Bee.iley Trustee
-' as aforesaid, does hereby bargain, sell and convey unto the said XrA r.. 'e�.}}M�t ie..Er.V.oa. ..4u h.Qr heirs
and assigns ,the following described real estate, situate in Nash County North Carolina, to-wit:
Beginning at a stake in the south line of the Nashville Railroad, corner of Lot No .2 in the
survey of the lands belonging tothe estate of S .E.Westray, deceased,and running thence along
the ; ane of Lot. No .2 S .1 j 0 E. 22 chains and 96 links to a pine ; thence 3 . 5 30 W.21 chains
and .)2 links aJiong,a fence to a stake at the bend ;thence S . 31 30 W. along the fence ani hedge-
row 15 chains and 31 links to a persimmon tree on the run of Fountain' s Branch; thence up the
run og said branch to the crossing of the new road ; thence along saidroad to the Nashville
Branch Railroad ; thence along the railroad line 21 chains and b4links tL the first s tation,co n- ,
taining 196-1/4 acres and called the new road tract, and being the same property conveyed to M.J. '
Hedrick by F.B.Ricks, et al , by deed recorded in Book 132,page 383, Nash Registry, save and
"except, however, from the aforesaid land the following t 1 . Beginning at stake
in old road on RR right of way; thence east along righttracts, to-wit :
of way107 feet to a stake w road,
I/
theme along new road 150 feet to a stake ( in a southerly d irection) ; thence west 7 ne
0 feet to old
road ; thence along old road 150 feet to the beginning,being the same land conveyed by the par-
ties of the first part to E.H.Viinstead Book 204, page 597 . 2. Beginning at stake, i .J.Robbins
corner on new road ; thence along road 185 feet to Mapple Creek to the bridge; thence aloe old
road in a rnrtherly direction 185 feet to an irons take in Robbins ' corner, containing all the
land on the west side of road ; thence alongRobbins ' line 70 feet to the beginning, bee the
same land conveyed by the parties of the first art to Alford Edwards, Book 220,page 195 .
3 . Beginning 20C feet south of railroad right Q way on new road ; thence south 50 feet to a
stake;thende E. 100 feet to a stake; thence N. 50 feet to a stake; thence W. 100 feet to the
beginning, being lot No . 5 of the M. J.Hedrick land, being the first lot , conveyed to WileySutton, Book 212, page 24b. 4. Beginning 460 feet from right of way of the railroad, thence
east 150 feet to a sake; thence south 75 feet to a stake; thence west 15G feet to a stake;
thence north 75 feet to the beginning, being lot No .1 on Maple Street in VJestrays, and being
the second lot conveyed to'>;!i leySutton, Book 212,page 248.
i
TO HAVE AND TO HOLD the said described real estate, with its privileges and appurtenances. unto the part..y. of the second part, .her
heirs and assigns, in fee forever, in as full and ample manner as the said trustee, party of the first part, is authorised and empowered to convey the same
IN TESTIMONY WHEREOF, the said party of the first part has hereunto set his hand and affixed his seal, this the day and year first above written
Roger Bailey (Sear
Trustee.
NORTH CAROLINA, Nash County.
V s1ma Tetterton , Notary Public, do hereby certify that I
Roger Bailey
Trustee, personally appeared before me this day, and acknowledged the
due execution of the foregoing instrument.
Witness my hand and notarial seal, this 22 day of May 193.....
My commission expires 7/12/35 (L. sa Velma Tetterton,
Notary Public.
NORTH CAROLINA, Nash County.
The foregoing certificate of ode l mi Tetterton;
a Notary Public of
Nash County, is adjudged to be correct. Let the instrument, with these certificates, be registered.
Witness my hand, this 22 .day of il?.y , 193..4
J. N. gills,
Clerk Superior Court.
h
Deputy Clerk Superior Court.
Filed for registration Lay Z2, 198..4 10:3C) A J . b. BeaQ 1 e
.., at M. Register of Deeds.
($5.50 revenue stamps attached)
• Book: 377 Page Sequence: 79,4

Appendix E
EDR Radius Report Summary

Great Meadows
Cooper Road
Whitakers, NC 27891
Inquiry Number: 6602411 .2s
August 02, 2021
The EDR Radius Map TM Report with GeoCheck®
6 Armstrong Road,4th floor
Shelton,CT 06484
Toll Free:800.352.0050
,EDR" www.edrnet.com
FORM-LBE-MGA

TABLE OF CONTENTS
SECTION PAGE
Executive Summary _ ES1
Overview Map 2
Detail Map 3
Map Findings Summary 4
Map Findings 8
Orphan Summary 9
Government Records Searched/Data Currency Tracking GR-1
GEOCHECK ADDENDUM
Physical Setting Source Addendum A-1
Physical Setting Source Summary A-2
Physical Setting SSURGO Soil Map_ A-5
Physical Setting Source Map_ A-14
Physical Setting Source Map Findings A-16
Physical Setting Source Records Searched PSGR-1
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer-Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data
Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from
other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL
DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION,
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environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor
should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property.Only a Phase I
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TC6602411.2s Page 1

EXECUTIVE SUMMARY
A search of available environmental records was conducted by Environmental Data Resources, Inc(EDR).
The report was designed to assist parties seeking to meet the search requirements of EPA's Standards
and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for
Environmental Site Assessments (E 1527-13), the ASTM Standard Practice for Environmental Site
Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited
Environmental Due Diligence:Transaction Screen Process(E 1528-14)or custom requirements developed
for the evaluation of environmental risk associated with a parcel of real estate.
TARGET PROPERTY INFORMATION
ADDRESS
COOPER ROAD
WHITAKERS, NC 27891
COORDINATES
Latitude(North): 36.1295870-36° 7'46.51"
Longitude (West): 77.9523140-77° 57'8.33"
Universal Tranverse Mercator: Zone 18
UTM X(Meters): 234308.5
UTM Y(Meters): 4002159.0
Elevation: 143 ft. above sea level
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property Map: 5945845 ESSEX, NC
Version Date: 2013
South Map: 5946153 RED OAK, NC
Version Date: 2013
AERIAL PHOTOGRAPHY IN THIS REPORT
Portions of Photo from: 20140616, 20140524
Source: USDA
TC6602411.2s EXECUTIVE SUMMARY 1

MAPPED SITES SUMMARY
Target Property Address:
COOPER ROAD
WHITAKERS, NC 27891
Click on Map ID to see full detail.
MAP RELATIVE DIST(ft. &mi.)
ID SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION
NO MAPPED SITES FOUND
6602411.2s Page 2

EXECUTIVE SUMMARY
TARGET PROPERTY SEARCH RESULTS
The target property was not listed in any of the databases searched by EDR.
DATABASES WITH NO MAPPED SITES
No mapped sites were found in EDR's search of available ("reasonably ascertainable ") government
records either on the target property or within the search radius around the target property for the
following databases:
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL National Priority List
Proposed NPL Proposed National Priority List Sites
NPL LIENS Federal Superfund Liens
Federal Delisted NPL site list
Delisted NPL National Priority List Deletions
Federal CERCLIS list
FEDERAL FACILITY Federal Facility Site Information listing
SEMS Superfund Enterprise Management System
Federal CERCLIS NFRAP site list
SEMS-ARCHIVE Superfund Enterprise Management System Archive
Federal RCRA CORRACTS facilities list
CORRACTS Corrective Action Report
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF RCRA-Treatment, Storage and Disposal
Federal RCRA generators list
RCRA-LQG RCRA- Large Quantity Generators
RCRA-SQG RCRA-Small Quantity Generators
RCRA-VSQG RCRA-Very Small Quantity Generators(Formerly Conditionally Exempt Small Quantity
Generators)
Federal institutional controls/engineering controls registries
LUCIS Land Use Control Information System
TC6602411.2s EXECUTIVE SUMMARY 3

EXECUTIVE SUMMARY
US ENG CONTROLS . Engineering Controls Sites List
US INST CONTROLS Institutional Controls Sites List
Federal ERNS list
ERNS Emergency Response Notification System
State-and tribal-equivalent NPL
NC HSDS Hazardous Substance Disposal Site
State-and tribal-equivalent CERCLIS
SHWS . Inactive Hazardous Sites Inventory
State and tribal landfill and/or solid waste disposal site lists
SWF/LF List of Solid Waste Facilities
DEBRIS Solid Waste Active Disaster Debris Sites Listing
OLI Old Landfill Inventory
LCID Land-Clearing and Inert Debris(LCID) Landfill Notifications
State and tribal leaking storage tank lists
LUST . Regional UST Database
LAST Leaking Aboveground Storage Tanks
INDIAN LUST Leaking Underground Storage Tanks on Indian Land
LUST TRUST State Trust Fund Database
State and tribal registered storage tank lists
FEMA UST Underground Storage Tank Listing
UST Petroleum Underground Storage Tank Database
AST AST Database
INDIAN UST . Underground Storage Tanks on Indian Land
State and tribal institutional control/engineering control registries
INST CONTROL . No Further Action Sites With Land Use Restrictions Monitoring
State and tribal voluntary cleanup sites
VCP Responsible Party Voluntary Action Sites
INDIAN VCP Voluntary Cleanup Priority Listing
State and tribal Brownfields sites
BROWNFIELDS Brownfields Projects Inventory
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS A Listing of Brownfields Sites
TC6602411.2s EXECUTIVE SUMMARY 4

EXECUTIVE SUMMARY
Local Lists of Landfill/Solid Waste Disposal Sites
HIST LF Solid Waste Facility Listing
SWRCY Recycling Center Listing
INDIAN ODI Report on the Status of Open Dumps on Indian Lands
DEBRIS REGION 9 .Torres Martinez Reservation Illegal Dump Site Locations
ODI Open Dump Inventory
IHS OPEN DUMPS Open Dumps on Indian Land
Local Lists of Hazardous waste/Contaminated Sites
US HIST CDL Delisted National Clandestine Laboratory Register
US CDL National Clandestine Laboratory Register
Local Land Records
LIENS 2 CERCLA Lien Information
Records of Emergency Release Reports
HMIRS Hazardous Materials Information Reporting System
SPILLS Spills Incident Listing
IMD Incident Management Database
SPILLS 90 .SPILLS 90 data from FirstSearch
SPILLS 80 .SPILLS 80 data from FirstSearch
Other Ascertainable Records
RCRA NonGen/NLR . RCRA- Non Generators/No Longer Regulated
FUDS Formerly Used Defense Sites
DOD Department of Defense Sites
SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing
US FIN ASSUR- . Financial Assurance Information
EPA WATCH LIST . EPA WATCH LIST
2020 COR ACTION .2020 Corrective Action Program List
TSCA_ Toxic Substances Control Act
TRIS Toxic Chemical Release Inventory System
SSTS Section 7 Tracking Systems
ROD Records Of Decision
RMP Risk Management Plans
RAATS RCRA Administrative Action Tracking System
PRP Potentially Responsible Parties
PADS PCB Activity Database System
ICIS Integrated Compliance Information System
FITS FIFRA/TSCA Tracking System- FIFRA(Federal Insecticide, Fungicide, &Rodenticide
Act)/TSCA(Toxic Substances Control Act)
MLTS Material Licensing Tracking System
COAL ASH DOE Steam-Electric Plant Operation Data
COAL ASH EPA_ Coal Combustion Residues Surface Impoundments List
PCB TRANSFORMER PCB Transformer Registration Database
RADINFO Radiation Information Database
HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing
DOT OPS Incident and Accident Data
CONSENT Superfund (CERCLA)Consent Decrees
TC6602411.2s EXECUTIVE SUMMARY 5

EXECUTIVE SUMMARY
INDIAN RESERV Indian Reservations
FUSRAP Formerly Utilized Sites Remedial Action Program
UMTRA_ Uranium Mill Tailings Sites
LEAD SMELTERS Lead Smelter Sites
US AIRS Aerometric Information Retrieval System Facility Subsystem
US MINES Mines Master Index File
ABANDONED MINES Abandoned Mines
FINDS . Facility Index System/Facility Registry System
UXO Unexploded Ordnance Sites
ECHO Enforcement&Compliance History Information
DOCKET HWC Hazardous Waste Compliance Docket Listing
FUELS PROGRAM EPA Fuels Program Registered Listing
AIRS Air Quality Permit Listing
ASBESTOS ASBESTOS
COAL ASH Coal Ash Disposal Sites
DRYCLEANERS Drycleaning Sites
Financial Assurance Financial Assurance Information Listing
NPDES . NPDES Facility Location Listing
UIC Underground Injection Wells Listing
AOP .Animal Operation Permits Listing
PCSRP . Petroleum-Contaminated Soil Remediation Permits
SEPT HAULERS Permitted Septage Haulers Listing
CCB .Coal Ash Structural Fills(CCB)Listing
MINES MRDS Mineral Resources Data System
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP EDR Proprietary Manufactured Gas Plants
EDR Hist Auto EDR Exclusive Historical Auto Stations
EDR Hist Cleaner . EDR Exclusive Historical Cleaners
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt.Archives
RGA HWS . Recovered Government Archive State Hazardous Waste Facilities List
RGA LF Recovered Government Archive Solid Waste Facilities List
RGA LUST Recovered Government Archive Leaking Underground Storage Tank
SURROUNDING SITES:SEARCH RESULTS
Surrounding sites were not identified.
Unmappable(orphan)sites are not considered in the foregoing analysis.
TC6602411.2s EXECUTIVE SUMMARY 6

EXECUTIVE SUMMARY
There were no unmapped sites in this report.
TC6602411.2s EXECUTIVE SUMMARY 7

OVERVIEW MAP - 6602411.2S
1 w/
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iii
/
1 I if/
•
/ ? // ..
y '
0
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ii
j\ Target Property o 1/4 1/2 1 Miles
A Sites at elevations higher than
or equal to the target property - Indian Reservations BIA Hazardous Substance
• Sites at elevations lower than Special Flood Hazard Area(10/0) Disposal Sites
the target property
I Manufactured Gas Plants rA 0.2%Annual Chance Flood Hazard
National Wetland Inventory
National Priority List Sites
1 1
1 Dept.Defense Sites State Wetlands
This report includes Interactive Map Layers to
display and/or hide map information.The
legend includes only those icons for the
default map view.
SITE NAME: Great Meadows CLIENT: Wildlands Eng, Inc.
ADDRESS: Cooper Road CONTACT: Carolyn Lanza
Whitakers NC 27891 INQUIRY#: 6602411.2s
LAT/LONG: 36.1 29587/77.952314 DATE: August 02,2021 3:17 pm
Copyright©2021 EDR,Inc.n 2015 TomTom Rel. 2015.

Appendix F
LSS Hydric Soil Report

S& Soil & Environmental Consultants, PA
E
I 1010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone:[phone] • Fax: [phone]
www.SandEC.com
PRELIMINARY HYDRIC SOIL INVESTIGATION
Great Meadow Mitigation Site
11901 Cooper Rd., Nashville, NC
PIEDMONT
Tar-Pamlico River Basin
Nash County, North Carolina
Prepared for:
Mr. Charlie Neaves
Wildlands Engineering, Inc.
312 West Millbrook Rd, Suite 225
Raleigh, NC 27609
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April 9, 2021
1

INTRODUCTION
Soil & Environmental Consultants, PA (S&EC, PA) was retained to perform a preliminary
evaluation to assess the presence and extent of hydric soils onsite. The project areas are
primarily covered with mixed hardwoods and contains several areas in fields planted with
herbaceous grass. Soils with hydric indicator F3 were observed on all areas containing hydric soil
with the exception of one area on the southern portion of the site which contained soils with
hydric indicator F19.
METHODOLOGY
On March 23rd and 24th, 2021 S&EC, PA staff performed a hydric soil evaluation at the site. Hand
auger borings were advanced on the property at locations as appropriate to approximately
estimate the location and extent of hydric soils within the project area (Figure 1. Hydric Soils
Map). Each soil boring was evaluated to assess the presence or absence of hydric soil indicators.
Hydric soil indicators were identified utilizing the NRCS Field Indicators of Hydric Soils in the
United States -A Guide for Identifying and Delineating Hydric Soils (Version 8.2, 2018).
RESULTS
Approximately 50 soil borings were performed within the study area in March of 2021. Soil
characteristics were evaluated and all areas identified as containing hydric soils met the hydric
soil criteria described below. Soil boring locations are indicated on the attached Figure 1. Hydric
Soils Map. All hydric soil areas had a depleted matrix within 10" of the current land surface (F3
Indicator) except for borings 46 and 47 which had soils meeting the criteria for an F19 indicator.
Hydric soil areas on the Shard Branch, Fox Branch, and Gideon Swamp are associated with
existing wetlands.
Indicator F3: Depleted Matrix
Technical Description: A layer that has a depleted matrix with 60 percent
or more chroma of 2 or less and that has a minimum thickness of either:
(a) 2 in. (5 cm) if the 2 in. (5 cm) is entirely within the upper 6 in. (15 cm)
of the soil, or
(b) 6 in. (15 cm) starting within 10 in. (25 cm) of the soil surface.
Indicator F19: Piedmont Floodplain Soils
On active flood plains, a mineral layer at least 15 cm (6 inches) thick, starting at a depth <25cm
(10 inches) from the soil surface, with a matrix (60 percent or more of the volume) chroma of
less than 4 and 20 percent or more distinct or prominent redox concentrations occurring as soft
masses or pore linings.
2

All areas evaluated are mapped as the poorly drained Wehadkee soil series (thermic
Fluvaquentic Endoaquepts), the well-drained Georgeville (thermic Typic Kanhapludults), and the
well-drained Wickham (thermic Typic Hapludults). However, hydric indicators were found within
some areas containing each of these mapped soil types. The areas meeting the F3 hydric soil
indicator were most like the Wehadkee (Fine-loamy, mixed, active, nonacid, thermic
Fluvaquentic Endoaquept) and the areas meeting the F19 indicator were most like the Chewacla
(Fine-loamy, mixed, active, thermic Fluvaquentic Dystrudepts) soil series. Non-hydric soils were
also observed in these areas (Figure 1. Hydric Soils Map). Representative soil profile descriptions
are provided in Table 1. Observations regarding depth to hydric indicators and redoximorphic
features in non-hydric soils are provided in Table 2.
The site has evidence of accelerated erosion caused by cattle grazing including incised stream
channels and rills forming in fields. Borings observed during the site visit commonly had soils
with oxidized iron concentrations in the upper portion of the profile and a depleted matrix
beginning at 8 to 12 inches below current land surface. This suggests that incised stream
channels from increased surface runoff in surrounding fields has drawn down the seasonal high
water table within these areas. The presence of these concentrations also indicates reduced
conditions associated with wetlands are not present within the upper portion of the profile. The
presence of a depleted matrix lower in the profile suggests these reducing conditions could be
restored if the water table is raised.
3

Table 1. Representative Soil Profile Descriptions
Soil Profile#1/ Boring Location 9
Hydric Soil Indicator: F3
Series and Taxonomic Class: Wehadkee - Fine-loamy, mixed, active, nonacid, thermic Fluvaquentic Endoaquepts
Horizon Matrix Redox Features
Depth Horizon Color % Texture Notes
(inches) (moist) Color (moist) % Type Location 1
0-8 A 10YR 5/3 80 5YR 5/6 20 C Soft Sandy Loam
masses
I
8-20 Bg 10YR 5/1 80 7.5YR 5/6 20 C Soft Clay Loam
masses
Soil Profile#2/ Boring Location 46
Hydric Soil Indicator: F19
Series and Taxonomic Class: Chewacla - Fine-loamy, mixed, active,thermic Fluvaquentic Dystrudepts
Horizon Matrix Redox Features
Depth Horizon Color % Texture Notes
(inches) (moist) Color (moist) % Type Location
0-10 A 10YR 5/3 80 5YR 5/6 20 C Soft Sandy Loam
masses
10-22 Bw 10YR 5/6 80 5YR 5/6 10 C Soft Sandy Clay
10YR 5/2 10 D masses Loam

Table 2. Soil Boring Observations
Boring Hydric Soil Depth to Hydric Indicator or Redoximorphic
Number Indicator Features
1 None 18" - matrix chroma 3 with redox
2 F3 0"
3 F3 10"
4 F3 10"
5 None 8" -40%depletions with concentrations
6 None 15" -depleted matrix
7 F3 0"
8 None 10" -30%depletions and 30%concentrations
9 F3 8"
10 F3 7"
11 F3 0"
12 F3 9"
13 F3 0"
14 None 9" -40%depletions
15 None 13" -depleted matrix
10" -20%depletions
16 None
20" -50%depletions
24 F3 10"
25 None 15" -30%depletions
26 None 12" -30%depletions
27 F3 0"
28 None
29 F3 0"
10" -40%depletions
30 None
13" -depleted matrix
31 None 12" -depleted matrix
32 None 13" -30%depletions
12" -30%depletions
33 None
17" -depleted matrix
34 None 21" -depleted matrix
16" - buried A horizon
35 None 18" -30%depletions and 30%concentrations
25" -depleted matrix
36 None 15" -40%depletions
37 None
38 None
39 F3 0"
40 F3 10"
41 None
42 None 9" -40%depletions
15" -depleted matrix
43 None 10" -depleted matrix
44 F3 8"
45 None

Boring Hydric Soil Depth to Hydric Indicator or Redoximorphic
Number Indicator Features
46 F19 6"
47 F19 6"
48 None
49 F3 6"
50 F3 0"
*Observations 17-23 were removed from the project area.

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Figure 1. Hydric Soils Map
0 175 350 Feet Great Meadow Mitigation Site
I I I I N Tar-Pamlico River Basin 03020201
INash County, NC