FollySwampMitigationSite

PAW
WILDLANDS
ENGINEERING
Letter of Transmittal
To: From:
Mac Haupt Chris Roessler
Company:
NC DWR
Address:
1617 Mail Service Center
Raleigh, NC 27699
Re:
Folly Swamp Mitigation Site
Gates County, NC
Via: ❑ Overnight ❑ Regular Mail
The following items are being transmitted:
COPIES DATE
1 December 5, 2018
1 December 5, 2018
USACE Action ID No.:
2018-02026
Date:
December 5, 2018
❑ Pick -Up
® Hand Delivery
DESCRIPTION
Wildlands Pasquotank Umbrella Mitigation Bank -Draft
Prospectus
Wildlands Cape Fear05 Umbrella Mitigation Bank -Draft
Prospectus CD
Comments/Remarks/Instructions:
Signed: �(,j� To:
Chris Roessler
W Wildlands Engineering, Inc. (P) 919.851.9986 • 312 West Millbrook Road, Suite 225 • Raleigh, NC 27609

PROSPECTUS WILDLANDS PASQUOTANK UMBRELLA
MITIGATION BANK
U t d l L Folly Swamp Stream Mitigation Site
Gates County, NC
Pasquotank River Basin
December 5, 2018 HUC 03020105
USACE Action 1D No. 2018-02025

PREPARED BY:
DRAFT PROSPECTUS
WILDLANDS PASQUOTANK UMBRELLA MITIGATION BANK
Folly Swamp Stream Mitigation Site
Gates County, NC
PasquotankRiver Basin
HUC 03020105
USACE Action ID No. 2018-02026
WILDLANDS
ENGINEERING
Wildiands Engineering, Inc.
312 West Millbrook Rd, Suite 225
Raleigh, NC 27609
Phone: [phone]
December 5, 2018

TABLE OF CONTENTS
ExecutiveSummary
............................................................................................................................1
1.0
Mitigation Bank Introduction and Objectives.......................................................................1
1.1
Introduction...............................................................................................................................1
1.2
Bank Location.... .........................................................................................................................
1
1.3
Goals and Objectives.................................................................................................................1
1.4
Qualifications of Bank Sponsor- ................................................................................................
2
2.0
Establishment and Operation of Mitigation Bank.................................................................3
2.1
Ownership Agreements.. ........... I ....... I ...... .......... ............................................... ................
3
2.2
Landowner Information.............................................................................................................3
2.3
Proposed Service Area...............................................................................................................3
2.4
Need and Feasibility of Mitigation Bank....................................................................................4
3.0
Ecological Suitability of Site.................................................................................................5
3.1
Bank Site Characterization.........................................................................................................5
4.0
Mitigation Work Plan..........................................................................................................9
4.1
Streams......................................................................................................................................9
4.2
Vegetation Plan........................................................................................................................10
5.0
Determination of Mitigation Credits..................................................................................11
6.0
Credit Release Schedule....................................................................................................11
6.1
Initial Allocation of Released Credits.......................................................................................13
6.2
Subsequent Credit Releases....................................................................................................13
7.0
Maintenance and Long -Term Sustainability.......................................................................14
7.1
Maintenance- ................................. ........................................................................................
14
7.2
Adaptive Management............................................................................................................14
7.3
Long Term Management Provisions........................................................................................14
8.0
References........................................................................................................................15
TABLES
Table 1. Mitigation Goals and Objectives..........................................................................................2
Table 2. Landowner Information......................................................................................................3
Table 3. Floodplain Soil Types and Descriptions................................................................................7
Table 4. Listed Threatened and Endangered Species in Cumberland County, NC................................8
Table 5. Proposed Stream Mitigation Credits..................................................................................11
Table 6. Stream Credit Release Schedule........................................................................................13
Table7. Maintenance Plan.............................................................................................................14
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FIGURES
Figure 1
Service Area Map
Figure 2
Vicinity Map
Figure 3
NCDOT Draft STIP FY 2018-2027
Figure 4
LIDAR Color Ramp Map
Figure 5, 5A, 5B
Existing Conditions Maps
Figure 6
Watershed Map
Figure 7, 7A, 76
Soils Maps
Figure 8
Concept Map
APPENDICES
Appendix A Existing Conditions Geomorphic Data
Appendix B NCDWR Stream Classification Forms
Appendix C EDR Radius Report Summary
Appendix D Project Site Photographs
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Executive Summary
Wildlands Holdings VI, LLC ("Sponsor") proposes to develop the Wildlands Pasquotank Umbrella
Mitigation Bank ("bank"). Wildlands Holdings VI, LLC is wholly owned by Wildlands Engineering, Inc.
(Wildlands) and was developed for the sole purpose of holding the proposed bank. The Bank will be
planned and designed in one phase encompassing land along Folly Swamp and four tributaries on five
parcels in Gates County, NC. The purpose of the Bank is to provide stream mitigation credits to
compensate for impacts to Waters of the United States and/or State Waters within the service area,
Hydrologic Unit 03020105 (Pasquotank 05), as depicted in Figure 1.
1.0 Mitigation Bank Introduction and Objectives
1.1 Introduction
The 47-acre Bank is located on lands that have been historically used for row crop production and
pasture. For the most part, land use at the Bank has remained essentially unchanged since at least 1950
based on review of historic aerial photographs (Appendix D). Logging was conducted on a short section
of Greene Branch and on the north side of Folly Swamp around 1973. At this time, both of these areas
were converted to agricultural use. Jordan Branch was logged in 2014 as part of a timber rotation, with
previous logging on this area conducted around 1993 and 1973. The Site streams are ditched and
straightened channels with varying degrees of bank erosion. Wetlands have been degraded due to
ditching, drain tiles, and stream channelization.
The Sponsor proposes to restore and enhance 16,695 linear feet (LF) of Folly Swamp and five unnamed
Tk, k-,.,Ir . ..II nl— ;1-4, +k.,
excess of the required 50-feet throughout the site in order to generate additional stream credits based
on IRT guidance and GIS tools developed by NC Division of Mitigation Services. Though no wetland
mitigation credit is being proposed, wetlands will be restored and protected throughout the site.
1.2 Bank Location
The proposed Site (36.49" N, 76.590 W) is located in northern Gates County, NC approximately 30 miles
northwest of Elizabeth City, NC and four miles north of Sunbury, NC (Figure 2). The Bank is within the
14-digit Hydrologic Unit Code (HUC) 03010205010010 and the NC DEQ Subbasin 03-01-50.
From Raleigh take US 64 East to exit 488 in Tarboro. Take NC-111 North to NC-11 North to US-13 North in
Winton. Take US-158 East in Tarheel to NC-32 North in Sunbury. Savage Road is 4 miles north on NC-32
from Sunbury and Folly Road is just past Savage Road on the right. Hobbs Road is one half mile north of
Folly Road. The Folly Swamp, Jordan Branch, and Powell Branch areas of the project are off of Savage
Road. Morgan Branch is off of Hobbs Road and Greene Branch is off of Folly Road.
Use 90 Savage Road, Corapeake, NC for mapping purposes.
1.3 Goals and Objectives
The proposed stream mitigation bank described above will provide numerous ecological benefits within
the Pasquotank 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
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monitored after construction to demonstrate success. A detailed monitoring program will be described
in the forthcoming Mitigation Plan.
Table 1. Mitigation Goals and Objectives
Coals
Objectives
Reduce inputs of sediment into streams from eroding
Reconstruct stream channels with stable dimensions.
stream banks.
Add bank revetments and in -stream structures to
protect restored/enhanced streams.
Return networks of streams to a stable form that is
Construct stream channels that will maintain a stable
capable of supporting hydrologic, biolo and water
p g biologic,
pattern and profile considering the hydrologic and
quality functions.
sediment inputs to the system, the landscape setting,
and the watershed conditions.
Install habitat features such as constructed riffles,
Improve aquatic habitat in project streams.
cover logs, and brush toes into restored/enhanced
streams. Add woody materials to channel beds.
Construct pools of varying depth.
-Return local groundwater elevations to a natural
condition and allow for more frequent overbank flows
Reconstruct stream channels with appropriate
to provide a source of hydration for floodplain
bankfull dimensions and depth relative to the existing
wetlands. Reduce shear stress on channels during
floodplain.
larger flow events.
Restore wetland hydrology,
y gy, soils, and plant
Restore riparian wetlands by raising stream beds,
removing surface and subsurface drains, and planting
native wetland species.
Create and improve riparian habitats. Provide a canopy
to shade streams and reduce thermal loadings. Create a
Plant native tree and understory species in riparian
source of woody debris inputs for streams. Reduce
flood flow velocities on floodplain and improve long-
zone.
term lateral stability of streams.
Ensure that development and agricultural uses that
would damage the site or reduce the benefits of project
Establish conservation easements on the sites.
are prevented.
1.4 Qualifications of Bank Sponsor
Wildlands Holdings VI, LLC, the bank sponsor, is wholly owned by Wildlands Engineering, Inc. (Wildlands)
and was developed for the sole purpose of holding the proposed bank. 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 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.
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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 bank Sponsor has signed option agreements with each of the landowners to record conservation
easements on all land proposed for the bank. 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
including the long-term management of the site. 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 site.
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. Landowner authorization forms can be found in Appendix A.
IpUI>� L. Ld11UUW11C1 II II UI IIId LIUIi
Deed Book
Conservation
Landowner
PIN
County
and Page
Address
Easement
Number
Acreage
Saunders Twine Farm
7000578594000,
264-114
Savage Rd,
Gates
14.7 ac
Limited Partnership
7000781397000
264-108
Corapeake, NC
Bryant Farm Limited
7000871662000
Gates
264-111
Savage Rd,
8.8 ac
Partnership
Corapeake, NC
Savage Rd,
Jean C. Powell
7000944759000
Gates
98-415
Corpaeake, NC
5.0 ac
Hobbs Lane,
Rick H. Morgan
7010368536000
Gates
209-756
Corapeake, NC
10.2 ac
Folly Road,
Tommy A. Greene
7010438918000
Gates
216-772
Sunbury, NC
$_3 ac
2.3 Proposed Service Area
The bank will be established to provide mitigation to compensate for impacts to Waters of the United
States and/or State Waters within the service area depicted in Figure 1. This service area shall include
the Pasquotank05 (Hydrologic Unit 03020105), including the municipalities of Edenton, Hertford, Kill
Devil Hills/Kitty Hawk/Nags Head, and Elizabeth City.
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2.4 Need and Feasibility of Mitigation Bank
2.4.1 Need
Basinwide
The Pasquotank 05 Basin, as described in the North Carolina Division of Water Resources (NCDWR) 2007
Pasquotank River Basin Water Quality Plan (RBWQP), begins in the Great Dismal Swamp in Virginia and
consists of an expansive area of flat to gently sloping land surrounding the Albemarle Sound. Several
major highways run through the basin including highways US-64, US-17, US-158, and NC-12. 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.
The expected customers for the bank credits include a combination of private enterprises and public
entities with NCDOT as the primary client. NCDOT roadway construction of TIP projects R-5856 (US-17)
and R-2574 (US-158) will result in approximately 20,000 LF of stream impacts in this basin. In order to
mitigate for these impacts DOT has contracted to purchase credits developed by this bank. Figure 3
depicts the potential projects set forth by NCDOT for fiscal years 2018-2027 within the Pasquotank 05
watershed. This includes transportation projects along several regional and transition highways.
Local Subbasin
The proposed Bank is located in DWR subbasin 03-01-50 and the 03010205010010 14-digit Hydrologic
Unit (HU). There are no current local or state watershed plans associated specifically with this subbasin.
The watershed is dominated by forested land (59%) and agricultural land (40%), and 51% of the stream
buffers are non -forested. Very few water quality studies have been reported in the basin and subbasin.
NCDMS published a River Basin Restoration Priorities (RBRP) plan for the Pasquotank 05 in 2009. Among
the goals listed in the 2009 RBRP that this mitigation project will address are:
Develop additional Strategic Habitat Areas (SHAs) and coordinate data and methodology
improvements with other state and federal agencies
Implement agricultural BMPs to reduce nonpoint source inputs to the estuary
Protect, augment, and connect Natural Heritage Areas and other conservation lands
Also mentioned in the RBRP is that the watershed will benefit from stream restoration projects that
reestablish more natural pattern, hydrology, and habitat, especially in heavily ditched watersheds.
DWR devotes a chapter to the Pasquotank River Basin plan to the 03-01-50 subbasin, however the
chapter is focused on bigger drainage features and does not mention Folly Swamp. The plan documents
a 'need to increase implementation of agricultural best management practices to protect water quality'
Riparian buffers and filter strips are also recommended to remove organic materials, sediment,
nutrients, and pesticides from stormwater runoff. Visual inspections indicate that the primary stressors
in the Folly Swamp watershed come from row crop agriculture, lack of riparian buffers, and stream
channelization.
2.4.2 Feasibility
An EDR Radius Map Report with Geocheck was ordered for the Folly Swamp Mitigation Site through
Environmental Data Resources, Inc. on October 01, 2018. While neither the target properties, nor any
adjacent properties, were listed in any of the Federal, State, or Tribal environmental databases searched
by EDR, one property within 0.5 miles of the Site was identified in the EDR Report on the LAST list. The
Sandefur Fuel Oil company had an aboveground storage tank leak in November 2008. This site does not
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drain to a project stream and is at an elevation lower than the target property. The NC Division of Water
Quality closed out the incident in February 2010 without further action.
Overall, the EDR assessment revealed no evidence of any recognized environmental conditions in direct
connection to the target properties. 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
silviculture. There are currently 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 site between June and
November 2018, Wildlands is confident that the site has substantial potential for the development of a
viable mitigation bank. The project will provide substantial uplift to the local Folly Swamp Watershed
and the Pasquotank River Basin. Although there are no specific planning goals to address, the mitigation
plan will address issues associated the effects of dredging and channelization. The bank will also expand
on high quality habitat in the area by connecting to extensive wooded riparian corridors.
3.0 Ecological Suitability of Site
3.1 Bank Site Characterization
The bank is located on a drainage canal and tributaries to that canal. Figure 4 shows local valley
formation and topography in the immediate vicinity of the Bank. Folly Swamp has been in a drainage
district since the 1950s. The three commissioners of the drainage district are landowners with options
on their property to conduct this mitigation project. The commissioners are familiar with the terms of
the conservation easement and have agreed to permit the project if we show no rise. Wildlands has
committed to making drainage no worse than it is now outside of the future conservation easement.
This will require some floodplain grading, which is expected in this very flat region of the state. Where
grading is required to lower floodplain elevations topsoil will be stockpiled and combined into
subsurface soil to achieve final grades. Additionally, soil samples will be collected and analyzed, and
amendments will be added as necessary to achieve desirable pH and nutrient levels.
Folly Swamp is channelized along its historic valley and is adjacent to a cleared maintenance corridor.
Surrounding land use consists of agriculture, silviculture, and forest with low density residential homes.
The streams are ditched and straightened channels with possible drain tiles running to them. The
existing conditions of each stream reach are described in section 3.1.1 and vegetation in 3.2.2 and
shown in Figure 5.
3.1.1 Existing Streams
As described in the Introduction, the Site streams are ditched and straightened channels with varying
degrees of bank erosion. Wetlands have been degraded due to ditching, drain tiles, and stream
channelization.
Folly Swamp
Folly Swamp has a drainage area of 1.65 miz at the downstream end of the project area and is a second
order stream where it enters the site and a third order stream where it exits the site (Figure 6). Folly
Swamp has been channelized and is maintained as a drainage canal through the Folly Swamp Drainage
District. It is commonly known as the Folly Ditch. A maintained road along the canal within the project
area allows the drainage district to clear debris and accumulated sediment. This project proposes to
implement Priority Level 2 restoration so that the Folly Ditch is reverted to a meandering channel with a
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suitable floodplain. This will essentially convert a deep and narrow ditch to a smaller channel that
meanders over a shallowly excavated floodplain. The expectation is that this will result in a FEMA No
Rise certification and will also convey stormflows so that the Drainage District can fulfill its mission. The
Drainage District knows that it will not be able to clear trees within the conservation easement unless
one is in blocking the stream. In this case, the tree can be removed from the stream channel but should
be unaltered within the easement.
Folly Swamp enters the project area from the northwest as an agricultural ditch that runs through row
crop fields. It has been divided into Reach 1 (R1) and Reach 2 (132) for project purposes, with the divide
at the main tributary entering from the north (i.e., Jordan Branch). R1 has a pilot channel that is roughly
1 foot deep and 1.5 feet wide running through the larger ditch. A sidecast berm is present for most of
the length of Folly Swamp and some of it serves as a ditch maintenance travel way. The larger ditch of
R1 has a bank height ratio (BHR) of 2.5 and an entrenchment ratio (ER) of 1.9. The pilot channel
disappears by R2, which incised with a BHR of 2.1 and entrenched with an ER of 1.3. The width -to -depth
ratio (WDR) is consistent over the length of Folly Swamp R1-R2, ranging from 10.1 to 10.8.
In addition to Folly Swamp, this mitigation project includes five unnamed tributaries that drain to the
maintained canal. For the purposes of this project the tributaries have been given names. From
upstream to downstream, the tributaries are Jordan Branch, Powell Branch, Morgan Branch, Greene
Branch, and Polio Branch. Except for Polio Branch, these are direct tributaries to the Folly Swamp canal.
Polio Branch is a tributary to Greene Branch. All are lower coastal plain ditched channels that lack
bedform diversity. The channel material is largely silt and clay and there are few sections that would be
considered riffles or deep pools.
Raspd nn a rPOPW of hiOnriral apriak, inrhiripd in Annpndix n Pnlly 1;w;;rnn %n/ac rhanna1i7arl hptwi-pn
1950 and 1959. Since that time, the drainage district travel way has been on the left bank and the right
floodplain has largely been cleared of trees. The left floodplain was converted to row crop fields
between 1973 and 1982. A travel way is essentially a wide berm along the left bank, which, on the
downstream end, directs high floods over the right bank toward Savage Road and Douses on it.
Jordan Branch, a first order tributary that runs south to upper Folly Swamp, has been part of a timber
rotation with logging conducted around 1973, 1993, and 2014. It has been a channelized ditch since
prior to 1959. It has a drainage area of 0.29 mil (186 acres). The stream has clearly been straightened
and dredged in the past. However, more recently early successional trees have grown up on the
streambanks and surrounding floodplain. A sidecast berm is present along most of the length of the left
bank of Jordan Branch. The ditch is largely vegetated and bank erosion is infrequent except at animal
crossing locations. Jordan Branch flows through the northeastern part of the property to its confluence
with Folly Swamp. An estimated 2,200 feet of Jordan Branch are proposed to be in the mitigation
project, though it extends another 1,600 feet upstream beyond the Site. Jordan Branch classified as an
intermittent stream during a dry period (i.e., Sept -Nov 2018). The stream is highly incised (BHR = 4.5)
but the ditch widens at the top to yield an ER of 2.0.
Powell Branch is a first order tributary that runs north to Folly Swamp from a 0.18 mi' (115 acres)
drainage area and enters the main canal approximately 1,500 feet downstream of Folly Swamp R2.
Powell Branch has been in its present land use since prior to 1950, with agricultural fields along both
banks until the downstream end and then forest on the left bank for 250 feet and on the right bank for
500 feet. A buffer has been maintained in this forested section, but the timber was harvested beyond
that between 1998 and 2006. Powell Branch, on the downstream end below the wood line, has been
channelized, with a 4-foot high berm situated on the lower left bank and a travel way to maintain the
ditch on the lower right bank. A sidecast berm is also present along most of the upper portion of the
reach. The ditch has sections of vertical, eroding banks. In addition, active rilling is occurring where
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runoff from the agricultural fields accumulates and drops into the ditch. The ditch is deeply incised with
a BHR of 4.6 and has an entrenchment ratio of 3.9.
Morgan Branch flows generally south to Folly Swamp east of NC Highway 32 and has been in its present
land use since prior to 1950. It has a drainage area of 0.34 miZ (215 acres). Row crop agriculture runs to
the stream banks along most of the left bank and approximately half of the right bank. An immature
pine forest is located beyond the right bank on the lower half of the project stream. Four drain tiles
enter the upper half of the ditched channel. The last approximately 540 feet of Morgan Branch before
Folly Swamp has bush hogged wet areas along the left bank and forest, dominated by Chinese privet
(Ligustrum sinense), on the right bank. Bank erosion is present sporadically where the bank angles are
steep. With a BHR of 2.8 and an ER of 1.5, Morgan Branch is incised and moderately entrenched.
Greene Branch flows north to Folly Swamp and enters the main canal approximately 2,400 feet
downstream from the Morgan Branch confluence. More of Greene Branch's drainage area of 0.16 miz
(105 acres) was forested prior to 1982. In the decade prior, a field along the middle portion of Greene
Branch was converted to agricultural use, which included ditching of the branch and several laterals that
drain to it, The upper end of Greene Branch lacks a defined channel and has a ditch running parallel but
uphill from the lowest elevations of the valley. The upper end of the catchment is routed away from
Greene Branch by a diversion ditch on the property line. Greene Branch on the downstream end is a
channelized ditch with a deeply set U-shaped channel. Erosion is hard to see due to the deep setting and
thick blackberry and other brambles. The BHR is 2.0 and ER is 2.2. The field to the southeast of the ditch
has good wetland potential but is grazed by cattle.
Pollo Branch is a small channel that drains to Greene Branch in the vicinity of three actively -farmed
chicken horses. It has a drainage area of 0.066 miZ 147 arrPsl. The rhic-ken houses were built hPtwPen
1973 and 1982. This straightened ditch runs along a fence line where cows have access to the right bank
and sheep to the left bank. There are scattered trees along the left bank of Pollo Branch and a slightly
more dense forest along the right bank. However, cows and sheep have browsed the broader area so
that the understory is lacking.
3.1.2 Soils and Geology
The Folly Swamp Mitigation Site is located in the Mid -Atlantic Flatwoods ecoregion in the middle portion
of the Coastal Plain Physiographic Province. The Mid -Atlantic Flatwoods are characterized by wider
upland surfaces, lower elevation with minimal relief, and poorly drained soils.
The area is underlain by the Yorktown Formation, which consists of Cenozoic fossiliferous clay with
varying amounts of fine-grained sand and bluish gray shell material commonly concentrated in lenses.
The predominant floodpiain soils on site are described in Table 3 below and depicted in Figure 7.
Table 3. Floodplain Soil Types and Descriptions
Soil Name
Location
Description
Bladen soils are generally found in lower to middle
Bladen Loam,
Most common soil on Site, present on
Coastal Plain river valleys. They are very deep, poorly
BnA
major portions of all project reaches.
drained, and slowly permeable soils. They are also very
strongly acidic.
Craven Fine
Mapped along the easement
Craven soils are formed from marine sediments on
Sandy Loam,
boundary on small portions of Greene
Coastal Plain upland flats. They are moderately well
CrA
gr. and Morgan Br., and on segments
.
drained with slow permeability.
of Powell Br. and Jordan Br.
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Soil Name
Location
Description
Exum soils are very deep, moderately well drained,
Exum Silt
Mapped along a short segment of
moderately slowly permeable soils on uplands in the
Loam, ExA
Powell Br.
middle and lower Coastal Plain. They formed from loamy
marine sediments.
Lenoir Loam,
Mapped along much of Folly Swamp,
Lenoir soils consist of somewhat poorly drained, slowly
LeA
Jordan Br., and lower Greene Br.
permeable soils that formed from clayey sediment on
Coastal Plain uplands.
Nawney soils are very deep and poorly drained with
Nawney
Mapped on lower portions of Greene
moderate permeability. They formed from loamy marine
Loam, NaA
Br. and Morgan Br.
and fluvial sediments on floodplains of the Coastal Plain.
Source: Gates County Soil Survey, USDA-NRCS, https://soiIseries.sc.egov.usda.gov/osdname.aspx
3.1.3 Existing Vegetation
Ditch Streambank Areas
Vegetation along the Site ditches is fairly consistent, including species such as sweetgum (Liquidambor
styrocifluo), red maple (Acer rubrum), smooth sumac (Rhus globra), elderberry (Sambucus spp.),
pokeberry (Phytolocca americana), dog fennel (Eupotorium capillifolium), loblolly pine (Pinus taeda),
Chinese privet (Ligustrum sinense), blackberry (Rubus spp.), and many grasses.
Invasive Species
The lower ends of Morcan Branch and Powell Branch are dense stands of Chinese privet. It is present on
all other Sites but the ditch banks have been maintained and are farmed close to the ditch.
3.1.4 Threatened and Endangered Species
Wildlands consulted the US Fish and Wildlife Service (USFWS) databases to search for federally listed
threatened and endangered plant and animal species in Gates County, NC. Four animal species
identified as federally threatened or endangered are currently listed in Gates County (Table 4).
Table 4. Listed Threatened and Endangered Species in Gates County, NC
Species
Federal Status
Common Name
Scientific Name
American Alligator
Alligator mississippiensis
Threatened (Similarity of Appearance)
Northern Long -Eared Bat
Myotisseptentrionalis
Threatened
Red -cockaded Woodpecker
Picoides borealis
Endangered
West Indian manatee
Trichechus manatus
Endangered
Source: httos://www.fws.aovlraleiah/snecieslcntvliWaates.htmand https.YLecosfws.9olecpOlreporis/species by current
range-county?fips=37073
The project area will be assessed for individual species and/or suitable habitat for the four federally
listed species as part of the preparation of the Mitigation Plan. USFWS will be consulted if any suitable
habitat and/or individually federally listed species are identified in the project area, per Section 7 of the
Endangered Species Act.
3.1.5 Cultural Resources / Conservation Lands / Natural Heritage Areas
Generally, the Site is not located near any sites listed on the National Register with the State Historic
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Draft Prospectus Page 8

Preservation Office (SHPO). The Great Dismal Swamp National Wildlife Refuge begins approximately 0.5
miles downstream from Greene Branch's confluence with Folly Swamp.
All appropriate cultural resource agencies will be contacted for their review and comment prior to any
land disturbing activity.
3.1.6 FEMA Floodploin Compliance
Folly Swamp, through the Site, is part of the regulatory floodway and has been mapped as FEMA Zone
AE. Wildlands will seek a No -Rise certification for this area and a floodplain development permit as part
of the mitigation project. The tributaries are in Zone A or X but are not modeled by FEMA.
3.1.7 Water Rights
There are no known surface water withdrawals related to this project and no known water rights issues.
As discussed in Section 3.1, Folly Swamp is part of a Drainage District. The commissioners are familiar
with the terms of the conservation easement and have agreed to permit the project if we show no rise.
3.1.8 Existing Site Constraints
The only crossings that exist on the site currently run across Folly Swamp in two locations and Greene
Branch on the downstream end. These crossings will need to be maintained in order for the landowner
to have access to their property.
Additionally, an overhead electric line easement crosses Powell Branch. A utility pole will be moved so
that the rroccinP is nprnpndim lar to the rPGtnrPd ,trpam and mncPrvatinn Paspmpnt
There are no areas where buffer widths will be constrained. In fact, the site is proposed with wider than
required buffers throughout that will generate additional stream credit.
Beaver activity has not been observed on the Site to date. However, if beaver activity commences after
project construction, Wildlands will contract with the U.S. Department of Agriculture to remove them.
4.0 Mitigation Work Plan
4.1 Streams
The proposed bank includes 15,800 linear feet of stream restoration on five perennial or intermittent
streams. Enhancement Level II is proposed for 895 linear feet of Pollo Branch and the middle reach of
Greene Branch. Folly Swamp is perennial while the other project streams are intermittent. Restoration
of these streams is the best approach to provide the highest degree of ecological uplift to the system;
otherwise, the channels would remain close to agricultural ditches. Restoration will reduce bank
erosion, improve floodplain connectivity and extent, as well as improve habitat diversity. Further
description is provided below and Figure 8 provides an overview of proposed mitigation activities on the
sites.
Folly Swamp will be restored beginning at the upstream property fine and continuing through the
conservation easement to the downstream property line. At the upstream end of the project Folly
Swamp will be gradually raised with Priority Level 2 restoration. It is expected to have a shallow but
wide floodplain of at least four times bankfull width. As with all reaches, the highest floodplain elevation
attainable will be targeted. A No Rise certification will be required on Folly Swamp so that is likely the
limiting factor to how much the channel may be raised. The side cast berm along the existing ditch will
be mostly removed.
WWildlands Pasquotank 05 Umbrella Mitigation Bank
Draft Prospectus Page 9

Unlike Folly Swamp, the tributaries will not be constrained by a no rise condition. The floodplain created
will be at least four times bankfull width. Restoration is proposed for each of the following:
• Jordan Branch will be restored with shallow Priority 2 restoration until it ties into Folly Swamp.
The side cast berm along the existing ditch will be mostly removed. Because Folly Swamp is
being raised, it will be necessary to tie in Jordan Branch at a higher elevation.
• Powell Branch will be restored with shallow Priority 2 restoration until it ties into Folly Swamp.
The side cast berm along the existing ditch will be mostly removed.
• Morgan Branch will be restored with shallow Priority Level 2 restoration until it ties into Folly
Swamp. Priority Level 1 restoration may be possible on some length of Morgan Branch.
• Lower Greene Branch, an incised and maintained ditch, will be restored with shallow Priority 2
restoration until it ties into Folly Swamp,
Upper Greene Branch is complicated by the fact that it is not fed by the drainage area expected based
on the surrounding topography. However, it may be restored using the Coastal Plain headwater valley
approach. The ditch running parallel to the low point of the valley would be filled. A culvert will be
installed at the upstream extent to connect the upstream ditches with their natural drainage path. The
neighboring landowner is amenable to this approach. Additionally, habitat structures would be
incorporated into the low point of the valley and bedform diversity added.
The middle reach of Greene Branch is heavily impacted by livestock but otherwise may be simply
augmented with some woody habitat structures. As such, Enhancement Level II practices are proposed,
including livestock exclusion and adding bedform diversity and habitat features. If upper Greene Branch
is not included in the project, this middle reach is unlikely to be included because of the reduced
dr
Polio Branch is proposed for Enhancement Level II to exclude livestock, add bedform diversity, and
instream habitat. The bed is currently a uniform ditch that will be enhanced by adding large woody
debris in the form of sills and brushy riffles. A buffer will be established between it and the chicken
houses to filter runoff and also to protect the riparian area from grazing by sheep and cows.
All restoration reaches will be designed to create a new stable, functional stream channel based on
reference reach and sediment transport analysis. Dimension, pattern and profile will be designed on all
restoration reaches to provide stable, well -vegetated bank slopes, a well-connected floodplain that
allows for frequent overbank flooding, and improvements to aquatic habitat enabling biological lift.
Establishing vertical and lateral stability will provide hydrologic connectivity between streams
floodplains and riparian wetlands. A diverse bedform will be established using in -stream structures
appropriate for the geomorphic setting.
Stream Crossings
The only crossings that exist on the site currently run across Folly Swamp on the upstream end and
Greene Branch on the downstream end. These crossings will need to be maintained in order for the
landowners to have access to their property. Culverted crossings are proposed.
4.2 Vegetation Plan
The bank sites will be planted and seeded with a combination of early and later successional native
vegetation chosen to create a coastal plain bottomland hardwood forest community. The specific
species composition will be selected based on the community type, observations of the occurrence of
species in the existing buffer, and best professional judgment on species establishment and anticipated
site conditions in the early years following project implementation.
WWildlands Pasquotank D5 Umbrella Mitigation Bank
Draft Prospectus Page 10

Potential species to be planted in the floodplain and wetland areas of the bank sites include Atlantic
white -cedar (Chomaecyparis thyoides), bald cypress (Taxodium distichum), swamp chestnut oak
(Quercus michauii), willow oak (Quercus phellos), sycamore (Platanus occidentalis), river birch (Betula
nigra), swamp blackgum (Nyssa biflora), and green ash (Fraxinus pennsylvanica). Stream banks may be
planted with species such as black willow (Salix nigra), silky willow (Salix sericea), button bush
(Cephalanthus occidentalis), and silky dogwood (Cornus amomum). Understory species such as dwarf
witch -alder (Fothergilla gardenii) and tag alder (Alnus serrulato) may be planted in areas where mature
trees currently exist.
5.0 Determination of Mitigation Credits
Use of credits from the bank to offset stream, riparian wetland, 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
Table 5. All stream mitigation credits are designated as warm water stream credits. A proposed credit
release schedule is provided in Table 6 following the current IRT Mitigation Banking Instrument
Template.
Table 5. Proposed Stream Mitigation Credits
Stream Reach
Mitigation
i Ylie
Existing
Lt'116LII t1ti
Proposed
LU116UI t1L1.
Mitigation
rciLLUI
Stream
Mitigation
Credits
Folly Swamp
R
3,790
4,927
1.0
4,927
Jordan Branch
R
2,350
2,887
1.0
2,887
Powell Branch
R
1,370
1,781
1.0
1,781
Morgan Branch
R
2,973
3,865
1.0
3,865
Greene Branch Reach 1
R
1,260
1,640
1.0
1,640
Greene Branch Reach 2
R
515
515
2.5
206
Greene Branch Reach 3
R
700
700
1.0
700
Pollo Branch
R
380
380
2.5
152
Additional Credits from Wider
Buffers
_
TBD
Totals
13,338
16,695
16,158
1. Existing stream length estimated based on GIs data. These values will be revised based on survey data for the mitigation
plans.
2. Proposed lengths are estimates only. These values will be revised based on survey data and final design alignments for the
mitigation plans.
6.0 Credit Release Schedule
All credit releases will be based on the total credit generated as reported by the as -built surveys of the
bank sites. Under no circumstances shall any mitigation 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 Interagency Review Team
(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
WWildlands Pasquotank 05 Umbrella Mitigation Bank
Draft Prospectus Page 11

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 be in compliance with the Monitoring Requirements and Performance
Standards for Compensatory Mitigation in North Carolina, dated February 9, 2013. The proposed credits
are shown below in Table 5.
WWildiands Pasquotank 05 Umbrella Mitigation Bank
Draft Prospectus PIge 12

Table 6. Stream Credit Release Schedule
Credit
Interim
Total
Release
Credit Release Activity
Release
Released
Milestone
Bank Establishment
1
15%
15%
Completion of all initial physical and biological improvements made
15%
30%
2
pursuant to the Mitigation Plan
First year monitoring report demonstrates channels are stable and
10%
40%
3
interim performance standards have been met
Second year monitoring report demonstrates channels are stable and
10%
50%
4
interim performance standards have been met
(60%')
Third year monitoring report demonstrates channels are stable and
o
0
5
interim performance standards have been met
Fourth year monitoring report demonstrates channels are stable and
65%
6
interim performance standards have been met
5�°
(75%')
Fifth year monitoring report demonstrates performance standards are
10%
75%
7
being met
(85%')
Sixth year monitoring report demonstrates performance standards are
5%
80%
8
being met
(90%')
Seventh year monitoring report demonstrates that channels are stable,
10%
90%
9
performance standards have been met.
(100%)
*A 10% reserve of credits to be held back until the bankfull event performance standard has been met.
6.1 Initial Allocation of Released Credits
I IIC IIIIUdI a1lVl,dL1UIl U1 ICICdJCU l.lCUILJ IS UCIIIICU dJ DCIIK CJLdULIJIIII1CllL 111 LIIC LU1J vY;; III�LVII LIIJLl IL.L
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, as well as delivery of a title opinion that is
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.
6.2 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.
WWildlands Pasquotank 05 Umbrella Mitigation Bank
Draft Prospectus
Page 13

7.0 Maintenance and -Long -Term Sustainability
7.1 Maintenance
The Site shall be monitored on a regular basis and a physical inspection of the site 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 7.
Table 7. 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,
Vegetation
pruning, mulching, and fertilizing. Exotic invasive plant species affecting the viability of the
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 USAGE 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 Bank 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 Bank Sponsor will institute a Long Term Management Plan responsible for assessing the condition of
the mitigation site and implementing maintenance provisions to maintain performance of the site. The
proposed conservation easement will help to ensure that only IRT-allowable activities take place. This
WWildlands Pasquotank 05 Umbrella Mitigation Bank
Draft Prospectus Page 14

easement 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). UP25ave 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 sites remain 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 (MRCS), 2011. Web Soil Survey.
http://websoilsurvey.nres.usda.gov/app/HomePage.htm
I VUI 111 l.Ql Ullll❑ VIVIIIVII Ul ,VY QLCI IICdV UI L.C� 1Nc4 ;1VV k\; LIJVI f -Q_JL, uvlQlln IVVCI UQ�IIIVV IUC ,VV aLCI �uQiuy
Plan (RBWQP), accessed at: https://deg.nc.gov/about/divisions/water-resources/planning/basin-
Ip anning/water-resource-plans/pasguotank
Wildlands Pasquotank 05 Umbrella Mitigation Bank
Draft Prospectus Page 15

APPENDIX A
Folly Swamp Mitigation Site
Existing Conditions Cross Sections

0
-2
4
c 'g
0
M
m
w
-10
-12
XS1 Morgan Branch R1
11 5 10 15 20 25 30 35 40 45 53
i
Bankfull Dimensions
7.2
x-section area (ft.sq.)
6.7
width (ft)
1.1
mean depth (ft)
1.5
max depth (ft)
7.8
wetted perimeter (ft)
09
hydraulic radius (ft)
6.1
width -depth ratio
0
-2
-6
r
-8
w
-10
w
-12
-14
-16
Width (ft)
Flood Dimensions
14.0 W flood prone area (ft)
2.1 entrenchment ratio
4.3 low bank height (ft)
2.8 low bank height ratio
XS2 Folly Swamp R1
2D 30
Width (ft)
Bankfull Dimensions
Flood Dimensions
14.1 x-section area(ft.sq.)
22.7
W flood prone area (ft)
11.9 width (ft)
1.9
entrenchment ratio
1.2 mean depth (ft)
5.8
low bank height (ft)
2.3 max depth (ft)
2.5
low bank height ratio
14.1 wetted perimeter(ft)
1.0 hydraulic radius (ft)
10.1 width -depth ratio
Folly Swamp Stream Mitigation Site Prospectus
USACE Action 10 No. SAW-2018-02026
Appendix A — Existing Geomorphology
November 2O18

XS3 Jordan Branch R1
11 5 10 15 20 25
i
Bankfull Dimensions
6.4
x-section area (ft.sq.)
8.8
width (ft)
0.7
mean depth (ft)
1.0
max depth (ft)
9.3
wetted perimeter (ft)
0.7
hydraulic radius (ft)
12.1
width -depth ratio
Width (ft)
Flood Dimensions
17.8 W flood prone area (ft)
2.0 entrenchment ratio
4.6 low bank height (ft)
4.5 low bank height ratio
XS4 Folly Swamp R2
l
I
Bankfull Dimensions
Bankfull Dimensions
202
x-section area (ft-sq_)
14.8
width (ft)
1.4
mean depth (ft)
2.5
max depth (ft)
16.0
wetted perimeter (ft)
1.3
hydraulic radius (ft)
10.8
width -depth ratio
Width (ft)
Flood Dimensions
19.0 W flood prone area (ft)
1.3 entrenchment ratio
5.1 low bank height (ft)
2.1 low bank height ratio
Folly Swamp Stream Mitigation Site Prospectus Appendix A—E>as6ng Geomorphology
USACE Action ID No. SAW-2018-02026 November2018

0
-1
-2
-3
_ -4
a
-5
m -6
m
w -7
-8
-g
Bankfull Dimensions
41
x-section area (ft.sq _)
14
width (ft)
1.2
mean depth (ft)
1.5
max depth (ft)
5.6
wetted perimeter (ft)
0.7
hydraulic radius (ft)
2.7
width -depth ratio
XS5 Greene Branch R2
Width (ft)
Flood Dimensions
7.5 W flood prone area (ft)
22 entrenchment ratio
3.0 low bank height (ft)
2.0 low bank height ratio
XS6 Powell Branch R1
10 20 30 40 50
Width (ft)
Bankfull Dimensions
Flood Dimensions
4.7 x-section area (ft.sq.)
26.5
W flood prone area (ft)
6.8 width (ft)
3.9
entrenchment ratio
0.7 mean depth (ft)
6.0
low bank height (ft)
1.3 max depth (ft)
4.6
low bank height ratio
7.8 wetted perimeter (ft)
0.6 hydraulic radius (ft)
9.7 width -depth ratio
Folly Swamp Stream Mitigation Site Prospectus
USACE Action ID No. SAW-2018-D2026
Appendix A— Existing Geomorphology
November 2018

NC DWQ Stream Identification Form Version 4.11
Date:
Project/Site:L �2 �J
atitude:
Evaluator:
County. l
Longitude:
Total Points:
Stream is at least intermittent 7G_`
v
Stream Det mirre circle one)
r
Ephemeral , ntermlttent Perennial
Other
e.g. Quad Name:
If 2 19 or renniallfz 30* !i
rl
A. Geomorphology (Subtotal =
Absent
Weak
Moderate
Strong
1'- Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thaiweg
0
1
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
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
1
2
3
9. Grade control
ICIV
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes 3
of lu lud uiwuca a1611u 1amu, bCC VA ' S*"J 5 11� n1d11Y's
B. Wdrologv (Subtotal
12. Presence of Baseflow
0
�1
2
3
13. Iron oxidizing bacteria
0
;
3
14. Leaf litter
1.5
1
0.5)
0
15. Sediment on plants or debris
0
0
1
1.5
16.Organic debris lines or piles
0
0.5 2
1
1.5
17. Soil -based evidence of high water ble?
No = 0
Yes = 3 0
G. tilologv (Subtotal = /- C-J ) (J
18. Fibrous roots in streambed
3
1
0
19. Rooted upland plants in streambed
3
1
0
20. Macrobenthos (not diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
LW1
2
3
22. Fish
0
a.
1
1.5
23. Crayfish
0
1.5
24. Amphibians
0
.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
•perennial streams may also be Identified using
cfher methods. See p. 35 of manual.
Notes:
-
?
Sketch:
7
JJ
Sit S

NC DWO Stream Identification Form Version 4.11
Date: l
Pro)ectlSite:
Latitude:
Longitude:
Evaluator: Cr
County:
Total Points:
Stream is at least intermittent D z'
Stream Determination (circle one)
Other
if a 19 orrennla! if t 3D'
Ephemeral Intermittent Perennial
e.g. Quad Name:
S
A. Geomorphology (Subtotal =/�J-" )
Absent
Weak
Moderate
St g
10, Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
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
2
3
5. Active/relict floodplain
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1 -51
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = b
Yes = 3
al-AMAW UIRA1e5 2Ad nut Fatcu, act; u15tx15910na In manual
B. Hvdrolociv (Subtotal = )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
(7-27
3
14. Leaf litter
1.5
.5
0
15. Sediment on plants or debris
0
0.Y
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Sal -based evidence of high wate ble?
No = 0
aes = 3
G. 1310100v (Subtotal = /U. /D 1
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1.5
23. Crayfish
0
CM2
1.5
24. Amphibians
0
0.5
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0,75, OBL = 1.5 Other = 0
*perennial streams may also be Identified us' A other methods. See p. 35 of manu I. 2,
Notes: +��A /S /
y 2 C e
Sketch: & ""' j /
v ice"

NC DWO Stream Identification Form Version 4.11
Date: �i
Projectfslte: /-Z rli .��,
Latitude:
Evaluator: Cr
County:r i
Longitude:
Total Points:
Stream is at least intermittent
Stream Determination (circle one)
Ephemeral Perennial
Other
e.g. Quad Name:
it 2! 19 or perennial ff z 30'
A. Geomorphology (Subtotal =
Absent
Weak
Moderate
Strong
18 Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ri le- ool se uence
0
1
2
3
4. Particle size of stream substrate
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1)
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
2
3
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 - 0
Yes = 3
nturruar urtoricu are nut raccv; see ursouuNons in manual -
B. Wdroloav (Subtotal = 4 R )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
2
3
14. Leaf litter
1.5
0.5
0
15. Sediment on plants or debris
0
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high wale t 7
No = 0
es =
U. biolow (Subtotal =
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0)
1
3
21. Aquatic Mollusks
1
2
3
22. Fish
0
1
1.5
23. Crayfish
0
0.
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 t. Other = 0
'perennial streams may also be Identified using
other methods. See p. 35 of manual.
Notes: d4=64 /S fir, c
i
a
4
Sketch: CO

NC DWQ Stream Identification Form Version 4.11
Date: /f (Q
c)
Project/Site: D `
Latitude:
Evaluator: f��
L/
County:
Longitude:
Total Points:
Stream Determination (circle one)
Other
Stream is at least Intermittent
if z 19 orperennial if z 30' '37
Ephemeral Intermittent Perennial
e.g. quad Name:
A. Geomorphology (Subtotal =
Absent
Weak
Moderate
St g
1' Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
(2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple-poolsequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Activelrelict floodplain
0
1
2
3
B. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
8. Headc uts
1
2
3
9. Grade control
0.5
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
aruncaar wtures are nvL raMU, see arscu ons m manual L_f
B. Hvdrologv (Subtotal = }
12. Presence of Basellow
0
1
2
3
13. Iron oxidizing bacteria
0
2
3
14. Leaf litter
1.5
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)
1.5
17. Soil -based evidence of high water table?
No = 0
es = 3
C. Biolotav (Subtotal = /0 1 �`
18. Fibrous roots in streambed
3
2)
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
C 1
1.5
24. Amphibians
0
0.5
•1.
25. Algae
0
0.5
1.5
26. Wetland plants in streambed
FACW = 0.75; OB = 1.5 Other = 0
'perennial streams may also be identified using o er metlwds. See p. 5 of manual.
Notes: i C�
/�442
�]/S
! !.[
Sketch: �(/ ,�%
L
!e
/l 0% h1l `S .
�
Chi
�'j

NC DWO Stream Identification Fnrm Vercian 4.11
Date: '� ��
Project/Slte: p��t -n-ly /�l-
Latitude:
Evaluator:
County:
Longitude:
Total Points: /
Stream is at least intermittent
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
v /!!!//J
i!a 19orperenniafifa30• `
e.g. Quad Name:
►9
A. Geomorphology (Subtotal = X }
Absent
Weak
Moderate
St ong
1a. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
c2n
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
2
3
5. Active/relict floodplain
0
1
2)
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
1
2
3
8. Headcuts
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
.0
0.5
12
1.5
11. Second or greater order channel
No = 0
Yes = 3
-artificial ditches are not rated; see discussIgns in manual
B. Hvdroloov (Subtotal = --)_
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
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
1.5
17. Soil -based evidence of high water table?
No = 0
t qes = 3
G. BiC)iCpv (Subtotal = S( . 1,-A� )
18. Fibrous roots in streambed
3)
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20_ Macroben thos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
,
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24_ Amphibians
0
r0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants In streambed
FACW 0.75 BL = 1.5 Other = 0
'perennial streams may also be identified usi g other methods. ijite p. 35 of manual.
Notes:
Sketch:Zvn7�C�

NC DWQ Stream Identification Form Version 4.11
Date: �� 7 / B
ProjectlSite: % ����
Latitude:
Evaluator: CC
County:
longitude:
Total Points: n /
Stream is at intermittent g
Stream Determin circle one)
Ephemeral lnterm Perennial
Other
Name:
rpere nist
tf _ 19 or perennial if z 30` ��
e.g. Quad
A. Geomorphology (Subtotal = / U j
Absent
Weak
Moderate
Str ng
1a_ Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3. In -channel structure: ex. riffle -pool, step -pool,
ripple sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Activetrelict floodplain
0
2
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
0
0.5
1
1.5
10. Natural valley
0
_ 0.5
1
1.5
11. Second or greater order channel
o = 0
Yes = 3
atulHAal ultQnes are not ratea, see WSCUsslQns In Manual
B. Hvdrologv (Subtotal = // )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
CV
14. Leaf litter
1.5
0.5
0
15. Sediment on plants or debris
0
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high wat ble?
No = 0
Yes = 3
G. Biolow (Subtotal = /_ /) ) -* --------- -
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
2
0
20. Macrobenthos (note diversity and abundance)
1
3
21. Aquatic Mollusks
1
2
3
22. Fish
0
0.5
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
" 1.5
25. Algae
0
0.5
1
26. Wettand plants in streambed
FACW 0.75; OBL = 1.5 Other = 0
`perennial stre s may also be Identified usi
other methods, See . 35 of manual.
Notes: e2l 'Ae? IS /1-1
G o
G [fir
UZy
cu' l -
Sketch: /� ��� ll ze�
khe-411-
,5-�-
�ir/r/�j�
�2s

N!' i xun C+-Moroi fiiratinn Fnrm Vprcinn 4.11
Date: f ? ,
ProjectlSite: C f j6'r
Latitude:
Evaluator: Cl�
County: lay
Longftude:
Total Points:
Stream Determination tcircle one)
Other
Stearn is at least intermittent
7�
Ephemeral ,lnte a Perennial
e_g. Quad Name:
!
d z 19 or mnnial it ? 30' t
A_ Geomorphology (Subtotal =, / 6 )
Absent
Weak
Moderate
Strong
1 a Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
2
3
3. In -channel structure: ex. riffle -pool, step -pod,
ri i sequence
0
1..
2
3
4. Particle size of stream substrate
0
2
3
5. Activelrelict floodplain
0
1
2
3
6. Depositional bars or benches
7. Recent alluvial deposits
8. Headcuts
0
0
1 '
1
2
2
2
3
3
3
9. Grade control
0
0.5
1.6
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
aruncWi Unct es ao c slu -, - -wo
R l..lvrirnlnnv lcz"M-fa! = 1
1"
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
1
3
14. Leaf litter
1.5
1
0.5,
170
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 _
r, Rinlnnv /Sl 1htnf=1 = V 2
16_ Fibrous roots in streambed
3
2
KJ '
0
19. Rooted upland plants in streambed
3
2
0
20. Macrobenthos (note diversity and abundance)
0
1
3
21. Aquatic Mollusks
1
2
3
22. Fish
0
0.5
1
1-5
23. Crayfish
b
0.5
1
1.5
24. Amphibians
0
©.5
i
1.5
25. Algae
0
i
1.5
26. Wetland plants in streambed
FACW = 0.7 OBL = 1.5 Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

APPENDIX C
PROJECT SITE PHOTOGRAPHS

WILDLANDS PASQUOTANK UMBRELLA MITIGATION BANK
W Appendix C: Project Site Photographs

Powell Branch - downstream
Powell Branch - XS
Powell Branch — rill erosion from adjacent farm field I Morgan Branch - upstream
Morgan Branch - middle I Morgan Branch - downstream
WWILDLANDS PASQUOTANK UMBRELLA MITIGATION BANK
Appendix C: Project Site Photographs

w.t
16"
`i

APPENDIX D
Folly Swamp Mitigation Site
EDR Summary Reports and Historical Aerials

Folly Ditch 1
Savage Road
Corapeake, NC 27926
Inquiry Number: 5438402.2s
October 02, 2018
6 Armstrong Road. 4th floor
Shelton. CT 06484
Toil Free: 800.352.0050
CE DR' www.edrnet.com

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
SAVAGE ROAD
CORAPEAKE, NC 27926
100IO]7I REAM
Latitude (North):
Longitude (West):
Universal Tranverse Mercator:
UTM X (Meters):
UTM Y (Meters):
Elevation:
36.4949590 - 36" 29' 41.85"
76.5957840 - 76 35' 44.82"
Zone 18
357071.0
4039831.0
33 ft. above sea level
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property Map: 5946185 SUNBURY, NC
Version Date: 2013
North Map: 5946770 CORAPEAKE, NC
Version Date: 2013
AERIAL PHOTOGRAPHY IN THIS REPORT
Portions of Photo from: 20141005, 20140701
Source: USDA
TC5438402.2s EXECUTIVE SUMMARY 1

Target Property Address.
SAVAGE ROAD
CORAPEAKE. NC 27926
Click on Map ID to see full detail.
MAP
ID SITE NAME ADDRESS
.[8PL.Tl:19W1 f:W;riN1kN97
MAPPED SITES SUMMARY
DATABASE ACRONYMS
RELATIVE DIST {ft. & mi
ELEVATION DIRECTION
5438402.2s 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-CORPACTS 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-CESQG--------------- RCRA - Conditionally Exempt Small Quantity Generator
Federal institutional controls / engineering controls registries
LUCIS------------------------ Land Use Control Information System
US ENG CONTROLS --------- Engineering Controls Sites List
TC5438402.2s EXECUTIVE SUMMARY 3

OVERVIEW MAP - 5438402.2S
N
Target Properly
A
Sibs at elevallone higher then+
or equal to the target property
•
Silas at devatlons lower than
the tit prop"
M anulacYsed teas Plarne
E]
Nallonel Pdo ft Ust Shea
F '
Dept Defense Sites
0 114 lit 1 YO••
Inien Raerveftne BIA ® Upgradent Area
Power tranernisdon Ines Hasardow 8uhstwm
® IN -year good zone Disposal
Shas
® sob -year Hood zone
. National Wetland Inventory
State Wetlands
This report includes Interactive Map Layers to
displa and/or hide map information. The
legend Includes only those icons for the
default map view.
SITE NAME: Folly Ditch 1 CLIENT: Wildlands Eng, Inc.
ADDRESS: Savage Road CONTACT: Andrea Eckardt
Corapeake NC 27926 INQUIRY #: 5438402.2s
LAT/LONG: 36.494959 / 7&595784 DATE: October 02, 2018 9:58 am
CODAM a 2018 EM Im 0 2015 TumT= RA 2015.

Folly Ditch 2
Savage Road
Corapeake, NC 27926
Inquiry Number: 5438412.2s
October 02, 2018
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
CEDR' www.edrnet.com

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
SAVAGE ROAD
CORAPEAKE, NC 27926
COORDINATES
Latitude (North):
36.4866790 - 36' 29' 12.04"
Longitude (West):
76.5864280 - 76' 35' 11.14"
Universal Tranverse Mercator:
Zone 18
UTM X (Meters):
357893.9
UTM Y (Meters):
4038898.8
Elevation:
33 ft. above sea level
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property Map:
Version Date:
North Map:
Version Date
AERIAL PHOTOGRAPHY IN THIS REPORT
Portions of Photo from
Source:
5946185 SUNBURY, NC
2013
5946770 CORAPEAKE, NC
2013
20141005,20140701
USDA
TC5438412.2s EXECUTIVE SUMMARY 1

MAPPED SITES SUMMARY
Target Property Address:
SAVAGE ROAD
CORAPEAKE, INC 27926
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
5438412-2s 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-CESQG--------------- RCRA - Conditionally Exempt Small Quantity Generator
Federal institutional controls / engineering controls registries
LUCIS------------------------ Land Use Control Information System
US ENG CONTROLS--------. Engineering Controls Sites List
TC543a412.2s EXECUTIVE SUMMARY 3

OVERVIEW MAP - 5438412,2S
Target Property
0 1/4
1R 1 U&N
A
Sites at elevations higher than
or equal to the target property
Indian Reservations BIA
❑ Upgradient Area
•
Sites at elevations lower than
Power transmission lines
Hazardous Substance
the target property
Disposal Sites
A
Manufactured Gas Plants
❑
100-year flood zone
13
National Priority List Sites
❑
500-year flood zone
� '
Dept_ Defense Sites
�
National Wedand Inventory
❑
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: Folly Ditch 2 CLIENT: Wildlands Eng, Inc.
ADDRESS: Savage Road CONTACT: Andrea Eckardt
Corapeake NC 27926 INQUIRY#: 5438412.2s
LAT/LONG: 36.486679 / 76.586428 DATE: October 02, 2018 10:02 am
Ca Oydght n 2018 EDR_ Inc ^ 2015 TomTom ReL 2015.

Folly Ditch 3 and 4
Folly Road
Corapeake, NC 27926
Inquiry Number: 5438419.2s
October 02, 2018
6 Armstrong Road, 4th floor
Shelton. CT 06484
Toll Free: 800.352.0050
(rEDR'- www.edrnet.com

TABLE OF CONTENTS
SECTION
PAGE
Executive Summary-------------------------------------------------------
ES1
Overview Map
------ 2
Detail Map-------------------------- --------------------------------
---- 3
Map Findings Summary--------------------------------
MapFindings------------------------------------------------------------
8
Orphan Summary
Government Records Searched/Data Currency Tracking - - - - - - - -
- - - - - - - - - - - - GR-1
GEOCHECK ADDENDUM
Physical Setting Source Addendum- _ _ _ _ _ _ _ - - - _ _ _ _ A-1
Physical Setting Source Summary-------------------------------------------. A-2
Physical Setting Source Map------------------------------------------------ A-7
Physical Setting Source Map Findings---------------------------------------- A-8
Physical Setting Source Records Searched_ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PSGRA
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data
Resources. Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from
other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL
DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION,
MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL
ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,
ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL,
CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. 15 STRICTLY
LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS Any analyses, estimates, ratings,
environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor
should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any
property. Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2018 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole
or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited wRhout prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other
trademarks used herein are the property of their respective owners.
TC5438419.2s 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
FOLLY ROAD
CORAPEAKE, NC 27926
COORDINATES
Latitude (North):
Longitude (West):
Universal Tranverse Mercator:
UTM X (Meters).
UTM Y (Meters):
Elevation:
36.4800000 - 36 28' 48.00"
76.5688890 - 76' 34' 8.00"
Zone 18
359453.0
4038132.0
38 ft. above sea level
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property Map: 5946185 SUNBURY, NC
Version Date: 2013
North Map: 5946770 CORAPEAKE, NC
Version Date: 2013
AERIAL PHOTOGRAPHY IN THIS REPORT
Portions of Photo from: 20141005, 20140701
Source: USDA
TC5438419.2s EXECUTIVE SUMMARY 1

MAPPED SITES SUMMARY
Target Property Address:
FOLLY ROAD
CORAPEAKE, NC 27926
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION
1 SANDEFUR FUEL OIL RE 15 THICKET ROAD LAST Lower 178, 0.034. NNW
54384192s 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-CESQG--------------- RCRA - Conditionally Exempt Small Quantity Generator
Federal institutional controls / engineering controls registries
LUCIS------------------------ Land Use Control Information System
US ENG CONTROLS--------. Engineering Controls Sites List
TC5438419.2s EXECUTIVE SUMMARY 3

EXECUTIVE SUMMARY
US INST CONTROL Sites with Institutional Controls
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
SWFILF---------------------- List of Solid Waste Facilities
OLI___________________________ Old Landfill Inventory
State and tribal leaking storage tank lists
LUST------------------------. Regional UST Database
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
Local Lists of Landfill / Solid Waste Disposal Sites
HIST LF______________________ Solid Waste Facility Listing
TC54384192s EXECUTIVE SUMMARY 4

EXECUTIVE SUMMARY
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 / NLf---------
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
FTTS-------------------------
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
MIST FTTS___________________
FIFRA/TSCA Tracking System Administrative Case Listing
DOT OPS--------------------
Incident and Accident Data
CONSENT___________________
Superfund (CERCLA) Consent Decrees
INDIAN RESERV-------------
Indian Reservations
FUSRAP_____________________
Formerly Utilized Sites Remedial Action Program
UMTRA______________________
Uranium Mill Tailings Sites
LEAD SMELTERS___________
Lead Smelter Sites
TC5438419.2s EXECUTIVE SUMMARY 5

EXECUTIVE SUMMARY
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
ECHO________________________
Enforcement & Compliance History Information
UXO --------------------------
Unexploded Ordnance Sites
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
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 identified in the following databases
Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on
a relative (not an absolute) basis. Relative elevation information between sites of close proximity
should be field verified. Sites with an elevation equal to or higher than the target property have been
differentiated below from sites with an elevation lower than the target property.
Page numbers and map identification numbers refer to the EDR Radius Map report where detailed
data on individual sites can be reviewed.
Sites listed in bold italics are in multiple databases.
Unmappable (orphan) sites are not considered in the foregoing analysis.
STANDARD ENVIRONMENTAL RECORDS
State and tribal leaking storage tank lists
LAST: A listing of leaking aboveground storage tank site locations.
A review of the LAST list, as provided by EDR, and dated 08103/2018 has revealed that there is 1 LAST
TC543&419.2s EXECUTIVE SUMMARY 6

EXECUTIVE SUMMARY
site within approximately 0.5 miles of the target property.
Lower Elevation
SANDEFUR FUEL OIL RE
Close Out: 02/15/2010
Incident Number: 88832
Current Status: A
Address
15 THICKET ROAD
Direction I Distance Map ID Page
NNW 0 - 1/8 (0.034 mi.) 1 8
TC5438419.2s EXECUTIVE SUMMARY 7

OVERVIEW MAP - 5438419.2S
/V
Target Property
a 114 in
1 miles
Sites at elevations higher than
or equal to the target property;',
Indian Reservations BIA
{_
L_1 Upgradlent Area
•
Sites at elevations lower than
Power transmisslon lines
Hazardous Substance
the target property
100»year flood zone
Disposal Sites
L
Manufactured Gas Plants
1Z
500-year flood zone
National Priority List Sites
.
National Wetland Inventory
Dept. Defense Sites
0
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: Folly Ditch 3 and 4 CLIENT: Wildlands Eng, Inc.
ADDRESS: Folly Road CONTACT: Andrea Eckardt
Corapeake NC 27926 INQUIRY #: 5438419.2s
LAT/LONG: 36.48176.568889 DATE: October 02, 2018 10:09 am
Copyright o 201B EDR. Inc. c: 2015 TomTom Rel. 2015.

DETAIL MAP - 5438419.2S
Target Property
o ,ra 114
1nulhs
A Sites at elevations higher than
or equal to the target property',
Indian Reservations BIA
Hazardous Substance h,
+ Sites at elevations lower than
Power transmission lines
Disposal Sites
1
the target property
El
100-year flood zone
t Manufactured Gas Plants
500-year flood zone
Sensitive Receptors
National Wetland Inventory
National Priority list Sites
State Wetlands
Dept. Defense Sites
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: Folly Ditch 3 and 4 CLIENT: Wildlands Eng, Inc.
ADDRESS: Folly Road CONTACT: Andrea Eckardt
Corapeake NC 27926 INQUIRY #: 6438419.2s
LAT/LONG: 36.48176.568889 DATE: October 02, 2018 10:12 am
Copy,Ight 2018 ECR. Ina � 2015 TomTom Ref. 2015.

Folly Ditch 1
Savage Road
Corapeake, NC 27926
Inquiry Number: 5438402.5
October 02, 2018
6 Armstrong Road, 4th floor
Shelton, CT 06484
CrEDR° Toll Free: 800.352.0050
www.edrnet.com

EDR Aerial Photo Decade Package 10/02/18
Site Name: Client Name:
Folly Ditch 1
Savage Road
Corapeake, NC 27926
EDR Inquiry # 5438402.5
Wildlands Eng, Inc.
1430 South Mint Street
Charlotte, INC 28203
Contact: Andrea Eckardt
Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist
environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR's
professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo
per decade.
Search Results:
Year
Scale
Details
Source
2016
1"=875'
Flight Year: 2016
USDA/NAIP
2012
1"=875'
Flight Year: 2012
USDA/NAIP
2009
1"=875'
Flight Year: 2009
USDA/NAIP
2006
1"=875'
Flight Year: 2006
USDA/NAIP
2000
1"=875'
Flight Date: March 26, 2000
USGS
1998
1"=875'
Flight Date: January 21, 1998
USGS
1993
1"=875'
Flight Date: March 07, 1993
USGS
1982
1"=875'
Flight Date: April 01, 1982
USDA
1973
1"=875'
Flight Date: April 01, 1973
USGS
1961
1 "=875'
Flight Date: June 18, 1961
USGS
1959
1 "=875'
Flight Date: December 08, 1959
USGS
When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE
ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more
information contact your EDR Account Executive.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot
be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY
EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY
DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE
OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE,
WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING,
WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL
DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report"AS IS". Any
analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to
provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.
Additionaliy, the information provided in this Report is not to be construed as legal advice
Copyright 2018 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of
Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are
the property of their respective owners.
5438402 - 5 page 2

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Folly Ditch 2
Savage Road
Corapeake, NC 27926
Inquiry Number: 5438412.5
October 02, 2018
6 Armstrong Road, 4th floor
Shelton, CT 06484
EDR® Toll Free: 800.352.0050
www.edrnet.com

EDR Aerial Photo Decade Package 10/02/18
Site Name: Client Name:
Folly Ditch 2
Savage Road
Corapeake, NC 27926
EDR Inquiry # 5438412.5
Wildlands Eng, Inc.
1430 South Mint Street
Charlotte, NC 28203
Contact Andrea Eckardt
CEDW
Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist
environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR's
professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo
per decade.
Search Results:
Year
Scale
Details
Source
2016
1 "=500'
Flight Year 2016
USDA/NAIP
2012
1 "=500'
Flight Year: 2012
USDA/NAIP
2009
1 "=500'
Flight Year: 2009
USDA/NAIP
2006
1 "=500'
Flight Year: 2006
USDA/NAIP
1998
1 "=750'
Flight Date. January 21, 1998
USGS
1993
1 "=500'
Acquisition Date: March 07, 1993
USGS/DOQQ
1982
1"=500'
Flight Date: April 01, 1982
USDA
1973
1"=500'
Flight Date: April 01, 1973
USGS
1961
1 "=500'
Flight Date: June 18, 1961
USGS
1959
1 "=500'
Flight Date: December 08, 1959
USGS
1950
1 "=500'
Flight Date: November 01, 1950
USGS
When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE
ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more
information contact your EDR Account Executive.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources. Inc. it cannot
be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY
EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY
DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES. INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE
OR PURPOSE- ALL RISK IS ASSUMED BY THE USER, IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE,
WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING,
WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL
DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report"AS IS". Any
analyses. estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to
provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.
Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2018 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of
Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are
the property of their respective owners.
5438412 - 5 page 2

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YEAR: 2009
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A. 4
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INQUIRY #: 5438412.5
YEAR: 1959 — iN
= 500' (rEDR'

Folly Ditch 3 and 4
Folly Road
Corapeake, NC 27926
Inquiry Number: 5438419.5
October 08, 2018
6 Armstrong Road, 4th floor
Shelton, CT 06484
(CEDR:' Toll Free: 800,352.0050
www.edrnet.com

EDR Aerial Photo Decade Package 10/08/18
Site Name: Client Name:
Folly Ditch 3 and 4
Folly Road
Corapeake, NC 27926
EDR Inquiry # 5438419.5
Wildlands Eng, Inc.
1430 South Mint Street
Charlotte, NC 28203
Contact: Andrea Eckardt
CEDR
Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist
environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR's
professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo
per decade.
Search Results:
Year
Scale
Details
Source
2016
1"=1000'
Flight Year: 2016
USDA/NAIP
2012
1"=1000'
Flight Year: 2012
USDA/NAIP
2009
1"=1000'
Flight Year: 2009
USDA/NAIP
2006
1 "=1000'
Flight Year. 2006
USDA/NAIP
1998
1 "=1000'
Flight Date: January 21, 1998
USGS
1993
1 "=1000'
Acquisition Date: March 07, 1993
USGS/DOQQ
1982
1"=1000'
Flight Date. April 01, 1982
USDA
1973
1"=1000'
Flight Date: April 01, 1973
USGS
1961
1 "=1000'
Flight Date: June 18, 1961
USGS
1959
1 "=1000'
Flight Date: December 08, 1959
USGS
1950
1 "=1000'
Flight Date: November 01, 1950
USGS
When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE
ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more
information contact your EDR Account Executive.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot
be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY
EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT ENVIRONMENTAL. DATA RESOURCES. INC. SPECIFICALLY
DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES. INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE
OR PURPOSE. ALL RISK IS ASSUMED BY THE USER, IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE,
WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING,
WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL
DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report"AS IS". Any
analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to
provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.
Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2018 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or formal, in whole or in part, of any report or map of
Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Iric or its affiliates. All other trademarks used herein are
the property of their respective owners.
5438419 - 5 page 2

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INQUIRY #. 5438419-5 ,
YEAR: 2016 --- N
= 1000' (rEDR
IN
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GATES
BERTIE
CHOWAN
River Basin Boundary
- Pasquotank River Basin 03010205
8-Digit HUC Boundary
WASI
County Boundary
Project Location
Statewide Highway
Regional Highway
Division Highway
Transition Highway
- Other Highway
Division Bike/Pedestrian
•� Transition Rail
• Bridge Project
Statewide Highway
Regional Highway
f
- Division Highway
Statewide Aviation
- Regional Aviation
PAMIIco
- Division Aviation
Division Ferry
Statewide Rail
- - Regional Rail
- - Division Rail
Other Rail
�- Regional Public Transit
Division Transit
Division Bike/Pedestrian
-- Other Highway
Project Location
CURRITUCK
4-
r +y CAMDEN '
7 J
PASOUOTANK + I�yry
r
PEROUIMANS
�+ -N
rr' 1
I I
Iv v .5
4 I
•y HYDE ,4
}I �4
I
r+ tip•— .�
Pasquotank River Basin 03010205
Figure 3 NCDOT Draft STIP FY 2018-2027
WILDLANDS Folly Swamp Mitigation Site
ENGINEERING 0 10 20 Miles Pasquotank River Basin 03010205
1 1 1 Gates County, NC

t
,ad
I
10,
oar ^
DDfo ../ / North Carolina Swine Ruyout Eas anew I
a �wm/ . •
DMebanrne i: �.., r
Torn Cowervation � Enhancement Program Eesem
VIRGINIA
\o NORTH CAROLINA
FS •.ti
Con rvation Reserve Enhan temew Pro imrl EaHmMt �! �•� Great Dismal Swamp National
\;&'�� Wildlife Refuge and Vicinity , •`r..
JIM FIElD MIEPORr Location
N•r
Projtsct
\ Great Dismal Swamp 1 I A9s . yp
t National VAIdlife Refuge
6nservation Reserve Enhancement Program Easement
o1oT05o1o0fo _ _ \
�
Corkervati— Reserve Enhancement Program Easement
US Division of Mitigation Services Easement
Conservation Reservev / \ G
Merchants Wilpond Stnt Park ` Enhancement Program Easement���
Merchants Millpond State Park
\ �'SunSory Hhtterk,136�,(a121I do.) 16E '\
Nortleet-Cross Farm /
1
/�D—
Nel1RYFmE Smarr-�[rl i{etfam.F RND,ARRPDRT `
Z I \
• i US Fish and Wildlife service Easemerd �\
- 1 1Jy'0301oIo3odoDtO •`
rb ---01
� 61,
\ i �
� ali CIV�M�`Nr'
pE
�� a°'—�4 owfozoawoo3o c„a eo,R
L _ Five Mile Radius Pasquotank River Basin Significant Natural Heritage Areas
- Project Location i Hydrologic Unit Code It4-Digit) - NC Natural Heritage Program Managed Areas
OState Boundary Targeted Local Watersheds © Airports
! County Boundary NC Historic Preservation Areas
Figure 2 Vicinity Map
WILD LANDS Folly Swamp Mitigation Site
ENGINEERING 0 0.75 1.5 Mlles Pasquotank River Basin 03010205
1 1 1 1 Gates County, NC

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Figure 5 Existing Conditions Overview Map
W I L D L A N D S Folly Swamp Mitigation Site
Alip ENGINEERING 0 1,000 2,000 Feet Pasquotank River Basin 03010205
1 1 1 1
Gates County, NC

Figure 5-A Existing Conditions Map
W I LD LA N D S Folly Swamp Mitigation Site
ENGINEERING 0 400 800 Feet A Pasquotank River Basin 03010205
1 1 1 1 /�-// Gates County, NC

Figure 5-B Existing Conditions Map
WILD LANDS Folly Swamp Mitigation Site
ENGINEERING 0 400 800 Feet Pasquotank River Basin 03010205
1 1 1 1 1 Gates County, NC

Figure 6 Watershed Map
f WILD LANDS Folly Swamp Mitigation Site
ENGINEERING 0 1,200 2,400 Feet Pasquotank River Basin 03010205
1 1 1 1 1 Gates County, NC

Figure 7 Soils Overview Map
`i� , WILD LANDS Folly Swamp Mitigation Site
� ENGINEERING 0 1,000 2,000 Feet Pasquotank River Basin 03010205
1 1 1 1 1 Gates County, NC

T -
0111141
' � W
�y R
R
LeA
Project Location
"'r Proposed Conservation
Easement
\
BnA- Bladen Loam, 0 to 2%
\
Slopes
CrA- Craven Fine Sandy Loam,
0 to 1 % Slopes
CrB- Craven Fine Sandy Loam
BnA
1 to 4% Slopes
ExA- Exum Silt Loam, 0 to 2%
�l Slopes
17 `� • �'ExA
LeA- Lenoir Loam, 0 to 2%
.'crA Slopes
NaA- Nawney Loam, 0 to 2%
w 'LeA �„ , Slopes, Frequently Flooded
Stream Restoration
Stream Enhancement II
Existing Streams
yN
Figure 7-A Soils Map
W WILDLANDS / Folly Swamp Mitigation Site
ENGINEERING 0 400 800 Feet q Pasquotank River Basin 03010205
11 1 1 11 1 i 'N/ Gates County, NC

Figure 7-B Soils Map
ON WILDLANDS Folly Swamp Mitigation Site
ENGINEERING 0 400 800 Feet Pasquotank River Basin 03010205
1 1 1 I 1 Gates County, NC

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