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PROSPECTUS YADKIN UMBRELLA MITIGATION BANK
Four Hills Mitigation Site
Submitted for IRT Review Anson County, NC
Yadkin River Basin
November 4, 2021 HUC 03040105
PREPARED BY:
kll 0,41IP
WILDLANDS
ENGINEERING
Wildlands Engineering, Inc.
1430 South Mint Street, Suite 104
Charlotte, NC 28203
Phone: [phone]
Project Manager: Aaron Earley, PE
[e-mail]

CABLE OF CONTENTS
Executive Summary 1
1.0 Mitigation Bank Introduction and Objectives 1
1.1 Introduction 1
1.2 Bank Location 1
1.3 Goals and Objectives 1
1.4 Qualifications of Bank Sponsor 2
2.0 Establishment and Operation of Mitigation Bank 3
2.1 Ownership Agreement 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 the Bank Site 5
3.1 Bank Site Characterization 6
4.0 Mitigation Work Plan 13
4.1 Streams 13
4.2 Wetlands 15
4.3 Vegetation Plan 15
5.0 Determination of Mitigation Credits 15
6.0 Credit Release Schedule 18
6.1 Initial Allocation of Released Credits 19
6.2 Subsequent Credit Releases 19
7.0 Performance Standards and Monitoring Plan 19
7.1 Streams 20
7.2 Wetlands 22
8.0 Maintenance and Long-Term Sustainability 22
8.1 Maintenance 22
8.2 Adaptive Management 23
8.3 Long Term Management Provisions 23
9.0 References 24
TABLES
Table 1. Mitigation Goals and Objectives 2
Table 2. Landowner Information 3
Table 3. Floodplain Soil Types and Descriptions 11
Table 4. Listed Threatened and Endangered Species in Anson County, NC 12
Table 5. Proposed Stream and Wetland Mitigation Credits 17
Table 6. Stream Credit Release Schedule 18
Table 7. Wetland Credit Release Schedule 19
Table 8. Adaptive Management Plan 23
Yadkin Umbrella Mitigation Bank
4111 Four Hills Mitigation Site Draft Prospectus Page i

FIGURES
Figure 1 Vicinity Map
Figure 2 Service Area Map
Figure 3 NCDOT Draft STIP FY 2015-2025
Figure 4a Existing Conditions Map—Overview
Figure 4b Existing Conditions Map—North
Figure 4c Existing Conditions Map—South
Figure 5 USGS Topographic Map
Figure 6 Watershed Map
Figure 7 Soils Map
Figure 8 FEMA Map
Figure 9a Concept Map—Overview
Figure 9b Concept Map—North
Figure 9c Concept Map—South
APPENDICES
Appendix A Recorded Option
Appendix B Landowner Authorization Form
Appendix C EDR Radius Report Summary
Appendix D Existing Geomorphic Data
Appendix E Historic Aerial Photography
Appendix F NCDWR Stream Classification Forms
WYadkin Umbrella Mitigation Bank
Four Hills Mitigation Site Draft Prospectus Page ii

Executive Summary
Wildlands Holdings VIII, LLC (Sponsor) proposes to develop the Yadkin Umbrella Mitigation Bank(Bank).
Wildlands Holdings VIII, LLC is managed by Wildlands Engineering, Inc. (Wildlands) and serves as a
holding company for mitigation banks.The Bank includes this initial site (Bank Site) referred to as the
Four Hills Mitigation Site.The purpose of the Bank is to provide stream and wetland mitigation credits to
offset impacts to Waters of the United States and/or State Waters within the service area, Hydrologic
Unit (HUC)03040105 (Yadkin 05).
1.0 Mitigation Bank Introduction and Objectives
1.1 Introduction
Proposed stream mitigation includes 10,890 LF of restoration, 1,112 LF of enhancement I, 6,471 LF of
enhancement II and 1,983 LF of preservation. Proposed wetland mitigation includes 4.468 acres of re-
establishment and 0.601 acres of rehabilitation.The Bank Site proposes to generate 14,188 warm
stream credits and 4.755 riparian wetland credits.The project will also restore and protect riparian
buffers throughout the Bank Site. Stream,wetland, and riparian degradation at the Bank Site are the
result of stream and floodplain manipulation and incision, bank erosion, floodplain and buffer
degradation due to livestock grazing, and exotic, non-native invasive species.
1.2 Bank Location
The Bank Site is in Anson County approximately thirteen miles northwest of Wadesboro.The Bank Site is
located at latitude (north) 35°8' 31.87" and longitude (west), 80°8' 52.12" (Figure 1) within 8-digit HUC
03040105 and 14-digit HUC 03040105081060 and the North Carolina Division of Water Resources
(NCDWR) Subbasin 03-07-14 (Figure 2).
To travel to the Bank Site from Charlotte,take US-74 E/E Independence Expressway for 43 miles to
Polkton.Turn left onto Williams Street in Polkton and then slight right onto High Street. Continue for 0.5
miles on High Street to Ansonville-Polkton Road. Continue for 4.8 miles on Ansonville-Polkton Road then
left onto Red Hill-Mt.Vernon Road. Continue for 2.4 miles then merge left onto Randall Road. Continue
for 0.5 miles on Randall Road then slight right onto State Road 1619 for 1.0 miles.Turn right onto Little
Creek Road then continue for 1.4 miles on Little Creek Road to gravel access road on left.
1.3 Goals and Objectives
The Bank Site will provide ecological benefits within the Yadkin River Basin. Project benefits include site
specific improvements and watershed scale benefits. Once developed,the Bank Site will contribute to
overall watershed uplift for inputs to Rocky River, identified as priority watershed for restoration and
improvement in the 2008 NCDWR Yadkin-Pee Dee River Basinwide Water Quality Plan.
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 Bank Site will
be monitored after construction to demonstrate success. A detailed monitoring program will be
described in the forthcoming Mitigation Plan.
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Table 1. Mitigation Goals and Objectives
Goal Objective Expected Outcomes
Exclude livestock Install livestock fencing as needed to exclude
from streams and livestock from stream channels and riparian Reduced sediment, nutrient,and fecal
wetlands. areas or remove livestock from adjacent coliform bacteria inputs.
fields.
Reduced sediment inputs from bank
erosion and runoff. Increased floodplain
Restore and enhance Convert active livestock pasture to forested nutrient cycling and storage. Established
native floodplain, riparian buffers. Protect and enhance riparian habitat providing a source of large
streambank, and existing forested riparian buffers.Treat non- woody debris(LWD)and organic material
wetland vegetation. native invasive species. to streams.All stream and wetland
functions supported. Non-native invasive
species managed.
Re-establish Raise ditched/incised stream channels using
wetlands in priority 1 restoration, reconnecting the Restored hydraulic connection between
floodplains adjacent streams to their historic floodplains. the streams,floodplains, and wetlands re-
to ditched or Remove subsurface drainage features and/or established in the floodplain.
channelized streams ditches in wetland re-establishment areas.
Reconstruct stream channels slated for
Reconnect channels restoration and enhancement I with stable Reduced shear stress on channel boundary.
with floodplains and dimensions and appropriate depth relative Reduced sediment inputs from bank
improve stream to the existing floodplain.Add bank
channel stability. revetments and instream structures to erosion.
protect restored/enhanced streams.
Install habitat features such as constructed
steps,cover logs, and brush toes on Increased and diversified habitats for
Improve instream restoration and enhancement I reaches.Add aquatic species colonization and increased
habitat. LWD to channel beds. Construct pools of biodiversity over time.
varying depth.
Permanently protect Establish a conservation easement(CE)on Streams,wetlands,and the associated
the Bank Site from the Bank Site. Exclude livestock from Bank riparian corridor protected from
harmful uses. Site streams,wetlands,and riparian buffers. encroachment and degradation.
1.4 Qualifications of Bank Sponsor
The Sponsor was developed for the sole purpose of holding mitigation banks. Wildlands is a
multidisciplinary professional engineering firm with 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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Four Hills Mitigation Site Draft Prospectus Page 2

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 Agreement
The Sponsor executed an option agreement with the landowner associated with the Bank Site
(Appendix A).This agreement allows the Sponsor to record a conservation easement that is compatible
with the mitigation objectives. Following the Prospectus stage,the Sponsor will submit a detailed
Mitigation Plan and an Umbrella Mitigation Banking Instrument (UMBI)for the Bank Site.The UMBI will
provide detailed information regarding bank operation including the long-term management of the Bank
Site. Once the Mitigation Plans 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
The Bank Site occupies four parcels owned by the same corporation.Table 2 lists the landowner, parcel
identification numbers(PIN), deed book numbers, page numbers, address associated with each parcel,
and proposed conservation easement acreage.The landowner access authorization form is included in
Appendix B.
Table 2. Landowner Information
Landowner PIN County Deed Book and Conservation
Address
Page Number Easement Acreage
1621 Plank Rd,
655100613603 Anson 115/235 0.98
Wadesboro, NC
655100613025 Anson 115/235 1621 Plank Rd, 2.06
Four Hills Anson, Wadesboro, NC
LLC 236 Little Creek Rd,
655000689222 Anson 115/235 Wadesboro, NC 35.02
655000478103 Anson 115/235 1619 Little Creek 20.70
Rd,Wadesboro, NC
2.3 Proposed Service Area
The Bank Site will be established to provide mitigation to offset impacts to Waters of the United States
and/or State Waters within the Yadkin 05 (Hydrologic Unit 03040105) service (Figure 2).This service
area includes includes Concord, Kannapolis, Monroe, China Grove, Midland, Indian Trail, Locust,
Burnsville, portions of Cornelius, Moorseville, Mint Hill, Marshville, Polkton, and Albemarle.
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2.4 Need and Feasibility of Mitigation Bank
2.4.1 Need
Basinwide
The Yadkin Pee Dee River Basin (Hydrologic Unit 030401), as described in 2008 NCDEQ River Basin Plan
and the 2009 NCDMS Lower Yadkin Pee-Dee Basin Restoration Priorities (RBRP), is located adjacent to
the City of Charlotte where rapid population growth and associated land use changes, higher water
consumption, greater wastewater production, and stormwater runoff are major contributors to water
quality impairments.The protection and restoration of streams is a high priority in this basin with
ongoing multi-agency efforts to identify goals and mandates.The 2008 and 2009 planning documents
list several recommendations for the Yadkin Pee Dee River Basin, including:
• Improve management of stormwater runoff and develop watershed restoration plans;
• Protect valuable threatened and endangered wildlife resources;
• Continue mitigating impacts as a result of rapid urbanization, keeping the restoration of water
quality in DWQ-identified impaired streams a priority; and
• Encourage and support implementation of best management practices, sediment and erosion
control local programs and local stormwater control ordinances.
In addition,the 2020 Addendum 1 to the 2015 North Carolina Wildlife Resource Commission's Wildlife
Action Plan (WAP) includes the following Yadkin Pee Dee River Basin specific recommendations:
• Improve degraded habitats that have resulted from secondary and cumulative impacts to water
quality and riparian vegetation;
• Support land protection with emphasis on riparian area acquisition or easements;
• Support well-planned stream restoration and dam removal work;
• Reduce sedimentation and erosion to streams by implementing livestock exclusion practices;
• Reintroduce or augment rare mollusk and fish species populations in areas where water quality
and stream habitats have recovered sufficiently to support them; and
• Continue to identify areas critical to aquatic ecosystem health that can be conserved or
restored.
The Bank Site drains into the Rocky River, which is a 303d listed stream and classified in the WAP as a
Tier 1 HUC, a basin of highest priority for developing conservation strategies focused on Species of
Greatest Conservation Need. Land use changes and urban expansion in the Yadkin 05 basin are the
greatest threats to stream degradation and water quality.The WAP also notes habitat degradation
within the Yadkin 05 is the result of severe bank erosion, channelization, and sedimentation.
Restoration of Bank Site streams will directly and indirectly address stressors identified in the planning
documents by excluding livestock, creating stable stream banks and restoring a forest in agriculturally
maintained buffer areas.These actions will reduce fecal, nutrient, and sediment inputs to downstream
receiving waters including the Rocky River and ultimately the Pee Dee River, as well as reconnect
instream and terrestrial habitats on the Bank Site. Approximately 60 acres of land will be placed under
permanent conservation easement to perpetually protect the Bank Site.
Developing a mitigation bank in the Yadkin 05 will allow for mitigation of unavoidable impacts to Waters
of the United States thereby supporting economic growth of this region 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 including NC Department of Transportation
(NCDOT) and the various municipalities located in the Yadkin 05 service area as described in Section 2.3.
Figure 3 depicts the potential projects set forth by NCDOT for fiscal years 2015-2025 within the Yadkin
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Four Hills Mitigation Site Draft Prospectus Page 4

05 watershed.This includes transportation projects along various interstate, state, regional, and division
highways.
Local Subbasin
The proposed Bank Site is located within the Rocky River subbasin, HUC 03040105081060. Water quality
within this subbasin is influenced by land use and population. As noted above,this subbasin is facing
impacts from increased urbanization and agricultural land uses, which has resulted in stream and habitat
degradation as well as water quality impairments.As a result of the 2008 RBRP,the North Carolina
Division of Mitigation Services (NCDMS)targeted the Rocky River Watershed for water quality and
habitat improvements.The Rocky River is considered a Carolina Slate Belt stream with highly erodible
soils. Many of the streams within this HUC are classified as impaired for poor aquatic life, including the
Rocky River located downstream of the Bank Site. Given the increase in urbanization and associated
point and nonpoint source pollution within the watershed, protecting its natural resources is highly
desirable.
Examples of impacts referenced in the RBRP can be seen at the Bank Site.The streams exhibit obvious
impacts from livestock, including bank trampling and animal waste in the streams.These impacts have
resulted in degraded instream habitat and riparian buffer vegetation. Fluvial erosion and livestock
trampling from the Bank Site is also contributing heavy sediment loads to downstream receiving waters.
Additionally, most streams within the Bank Site include areas with non-forested buffers and/or limited
buffer widths, encouraging sediment contributions from the floodplain to the stream. Portions of
streams within the Bank Site with established wooded riparian buffers will be protected where feasible.
2.4.2 Feasibility
Environmental radius report reviews were performed in July 2021 by Environmental Data Resources,
Inc. (EDR) for the Bank Site(Appendix C). Neither the target property nor the adjacent properties were
listed in any of the federal,state, or tribal environmental databases searched by EDR.The assessment
revealed no evidence of any recognized environmental conditions in connection with the target
property.
Based on the preliminary existing conditions assessments performed at the Bank Site, Wildlands is
confident that the site has substantial potential for the development of a viable mitigation bank. The
Bank Site will provide restoration, enhancement, and preservation of streams as well as enhancement of
wetlands along Little Creek and fourteen tributary systems to the Rocky River.The mitigation activities
will address issues associated with agricultural operations,which was noted as a recommendation in the
WAP, by eliminating livestock access to all Bank Site streams and wetlands.The Bank Site will also
address issues of degraded riparian buffers, also identified in the watershed planning documents, by
creating stable stream banks and restoring and protecting forested buffers in agriculturally maintained
areas.
3.0 Ecological Suitability of the Bank Site
The Bank Site includes Little Creek and fourteen unnamed tributaries. Unnamed tributaries have been
assigned numbers by Wildlands for this Prospectus and the duration of the project as shown in Figures
4a,4b, and 4c. Cross-sections have been field surveyed on representative reaches proposed for
restoration and enhancement I. Due to hydrologic impairment(e.g., impounded water), stream
parameters are not presented for some proposed restoration reaches. Field data for the proposed Bank
Site is included in Appendix D, and locations of each cross-section are depicted on Figures 4b and 4c.
Topography of the Bank Site is shown on Figures 4b and 4c and Figure 5.
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Four Hills Mitigation Site Draft Prospectus Page 5

3.1 Bank Site Characterization
The Bank Site is comprised of four parcels all within the same ownership.The property is primarily
maintained as an active livestock farm with the exception of a few areas in which livestock are excluded.
A review of historic aerials shows most of the Bank Site's forested areas were cleared for agricultural
purposes in the early 1960's. Historic aerial photos are enclosed in Appendix E.The current condition of
each stream reach is described in section 3.1.1 and vegetation is described in section 3.1.3.
3.1.1 Existing Conditions-Streams
Little Creek
Little Creek flows north onto the Bank Site as a perennial stream under Little Creek Road.The riparian
zone upstream of the road is primarily forested with some agricultural fields higher in the watershed.
Within the site limits, Little Creek flows through a narrow, mature wooded buffer with an understory
dominated by Chinese privet (Ligustrum sinense) and pasture beyond. While livestock are generally
excluded from the narrow,wooded buffer, a ford at the downstream extent allows livestock to move
between pastures and sections of downed fence allow intermittent access to the channel.
Within the project limits, Little Creek is incised and disconnected from its historic floodplain.The current
landowner noted that the Little Creek floodplain was heavily manipulated by prior landowners to
increase pasture drainage and suggested that creosote treated telephone poles may be buried in the
floodplain to provide preferential flow paths (Hill, ,. . ,
David, personal communication, October 29,
2021). Near Little Creek's confluence with UT1 -F t
and UT3,there is some evidence of buried
floodplain drainage features entering Little Creek. `
Little Creek has areas of outer meander bend
erosion and areas of inner berm or bankfull bench
formation, suggesting that Little Creek may be in
Stage V-Aggrading and Widening, of Simon's %,04,
channel evolution model (Simon, 1989). Bedform
is moderately diverse and includes riffles and
pools with some undercut banks and woody debris Little Creek floodplain—impacted wetland near
in the channel. UT2
UT1
UT1 originates onsite west of Little Creek. While
the intermittent stream flows primarily through a 4 ' 1
forested riparian corridor, livestock access the Y�
entire reach.The upper portion of the watershed , a 44%01 f +
also contains livestock pasture. From its origin, ''
UT1 flows through a confined valley and drops
over numerous, active headcuts. UT1 is incised
and entrenched with a bank height ratio (BHR) of � „�s�� -
3.8 and an entrenchment ratio (ER) of 1.2.As UT1 - -.
enters the Little Creek floodplain,the valley slope
decreases, and the riparian buffer is entirely
pasture grasses (Festuca sp.). UT1 loses some UT1-deep incision in woods
channel definition and bedform variability within
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Four Hills Mitigation Site Draft Prospectus Page 6

the Little Creek floodplain due to sediment deposition,trampling, low slopes, and pasture grasses
choking out portions of the channel.
UT2
UT2 originates at a headwater seep within the Bank Site and flows as an intermittent stream west to
Little Creek.The riparian corridor along UT2 Reach 1 is approximately 100 feet wide and primarily
consists of a native, mature overstory. Understory and herbaceous species composition are limited due
to livestock access.The stream flows through a confined valley and contains multiple headcuts. Areas of
channel aggradation due to sedimentation associated with hoof shear and stream bed/bank trampling
are common within the lower gradient portions of this reach. UT2 Reach 2 is located within the Little
Creek floodplain. The stream is moderately incised (BHR1.8) downstream of a bedrock nick point before
entering the maintained pasture. UT2 Reach 2 loses channel definition and bedform variability in areas
within the pasture due to sediment deposition and hoof shear.As a result,the hydrology within this
lower reach splays out, resulting in a wetland with limited stream features.
UT3 and UT3A ,
UT3 originates offsite within a forested watershed. a
Within the project limits, UT3 Reach 1 continues
through a mature forested riparian buffer as a
perennial stream with good instream habitat, bed
form, substrate variability, and LWD. UT3 Reach 1 r
transitions to Reach 2 at an existing culvert
crossing. UT3 Reach 2's riparian corridor remains
forested but is accessed by livestock. Hoof shear ,
and trampling have damaged both the bed and
banks within UT3 Reach 2, degrading instream
habitat. UT3 Reach 2 transitions to Reach 3 once UT3 Reach 3 poor channel definition within
Little Creek floodplain
the stream enters the open pasture within the
Little Creek floodplain. Sediment deposition, hoof
shear, and livestock trampling have resulted in further degraded instream habitat and bedform
variability within this reach. In the non-aggraded sections of UT3 Reach 3, the channel is both incised
(BHR 1.7) and entrenched (ER 2.0).
UT3A begins as a spring seep at a stable headcut and drains intermittently to the upper portion of UT3
Reach 1. While this reach has limited bedform variability and instream habitat due to the small
watershed size,the spring system likely provides suitable habit for amphibian species.
UT4 and UT4A
• t ° �
UT4 Reach 1 and UT4A Reach 1 originate onsite as p 5 t. i � ,it.
intermittent, headwater seeps within a forested '`
valley fenced from cattle. UT4 Reach 1 and UT4A 4* I i 11, ,,17100_
Reach 1 both transition to Reach 2 at large
LV: I 4 � �
headcuts.These streams are incised with a bank �� 3 �
height ratio of 3.1 for UT4 Reach 2 and 7.7 for d y,
UT4A Reach 2. UT4A Reach 2 ends at its ' V (
a . �� � ff �r A, `,q
confluence with UT4 Reach 2. While UT4 Reach 2 ; ��
continues through a forested valley fenced from
livestock, this reach has numerous active
headcuts, areas of incision, associated sediment UT4 and UT4A confluence,looking upstream at
deposition from instream erosion, and areas of headcuts
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limited channel definition from aggradation. Approximately midreach, UT4 Reach 2 enters an active
livestock pasture. While a narrow, wooded riparian corridor extends along both banks for much of this
reach, livestock heavily utilize the stream corridor for shade and watering.The downstream section of
UT4 Reach 2 is incised with a bank height ratio of 1.5 to 1.9. Several active headcuts are present along
the reach. As is the case with other streams within active livestock areas; the bed, banks, and instream
habitat have been extensively impacted by hoof shear and livestock trampling.
UT4B and UT4B1
UT4B originates onsite at a headcut seep and flows as a perennial system through a narrow, forested
corridor. Bedrock grade control features are relatively common within this reach which has prevented
the incision seen elsewhere at the Bank Site. Livestock have access to this reach,with hoof shear and
trampling impacts located in the upper extents and livestock crossing impacts located in the lower
extents. While not dominant, Chinese privet is common along this reach and the native understory has
been degraded due to livestock.
UT4B1 originates on the property as an impounded headwater system. Downstream of the dam the
stream,wetland, and vegetation are extensively degraded due to livestock trampling.The livestock
impacts as well as the hydrologic impairment due to the dam have resulted in poor bedform diversity
and heavy sedimentation within this reach.
UT4C
UT4C Reach 1 originates onsite as an intermittent stream at a spring seep discharge from the base of a
headcut.The majority of this reach is forested; however, the understory and mid-story species
composition and density are impaired due to livestock grazing. UT4C Reach 1 transitions to Reach 2
where incision increases. Reach 2 continues as an incised system until the valley broadens and slopes
decrease downstream.The stream bed and banks are undefined within the lower portion of Reach 2
because of sediment deposition associated with large brush piles, livestock crossings, and trampling.
Both bedform diversity and instream habitat are impaired throughout due to livestock impacts and the
resulting sedimentation.
UT5
UT5 Reach 1 currently originates onsite as an impounded, ` • _ <
headwater system. Below the dam,the stream bed and banks . ' '� !
are not discernable due to the lack of hydrology and extensive 4,9
livestock trampling.The buffer is accessed by livestock and
tree-of-heaven (Ailanthus altissima) is common. UT5 Reach 1 ' 43 °. ; ; ,:
transitions to Reach 2 at a headcut. The forested buffer ' ;.
condition improves in Reach 2, and this reach has isolated
headcuts and areas of bedrock grade control. Sedimentation
due to hoof shear and impaired hydrology has degraded
instream habitat and bedform diversity within the upper F
t�
portion of Reach 2. Reach 2 transitions to a perennial system
at a large headcut and series of bedrock grade control features ,. '
approximately mid-reach. Bedform diversity improves after - �, ��
the transition to perennial flow; however, livestock impacts, • ; 4 �
such as instream wallows, continue to degrade the instream ``
habitat quality. A perched culvert crossing at the downstream Large headcut on UT5 Reach 1
extent of this reach limits aquatic organism connectivity with
Little Creek.
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UT6
UT6 Reach 1 enters the property as a perennial stream. Livestock are excluded from the stream within
the upper limits of this reach. While the existing forested area within this upstream extent is intact, non-
native invasive species including tree-of-heaven were noted. s -, a . t. i !
An existing, perched culvert crossing is present just upstream ° ,� ,, v "'� , _
of the UT6A confluence. Livestock have access to the stream , ` r°
from approximately 200 feet upstream of the crossing to the tF (
downstream edge of the crossing; livestock are excluded from -
the crossing to the downstream property boundary. As a '• . °° r�,
result of livestock exclusion, stream bedform diversity and om, > 4' " ,'x
habitat is generally good despite isolated areas of incision and .
stream bank erosion. Erosion areas are primarily located where : }�� '
woody vegetation is limited or absent due to livestock grazing �v# .� ,-,:.::„. - ,,,,,,. ..4�' T§
in the adjacent pasture. UT6 Reach 1 transitions to Reach 2 just 3 " -��
upstream of another perched culvert crossing. Downstream of � - 3 `:t
the crossing, the stream was relocated and channelized along s.4,. Y µ
the right valley toe.While this reach is not excessively incised �.' * r , = `
(BHR 1.4),the stream lacks sinuosity and a right floodplain. ""' F"�`110, " ��'
Furthermore, pool habitat is limited within the reach due to UT6A—deep incision
historic channelization practices.While livestock are excluded
from the reach,the streambank vegetation is dominated by
Chinese privet.
UT6A
UT6A begins within the project limits as an impounded, headwater system. Below the dam, UT6A flows
as an intermittent system through a mature forested corridor in which livestock are excluded.Tree-of-
heaven is common closer to the dam.This reach is deeply incised, however many of the once active
headcuts have stabilized at bedrock nick points within the reach. Bank erosion is present in areas along
the reach. Instream habitat and bedform features are primarily composed of riffles with limited pool
formation as a result of reduced discharge/scour due to the headwater impoundment.
UT6B „. .� Ai, ,.1 .
UT6B Reach 1 originates onsite as an intermittent r y � fig.
stream within an open livestock pasture onsite. .¢; <'• � � �l
a -3 oYak'' .fi -4 �t f:-* F� -; ' -'
The reach flows through a narrow,forested ': � ' ; r
corridor accessible to livestock. Hoof shear and v x : "; ;7,a j ,
trampling has resulted in both stream bed and n' .� =p 0
bank degradation. UT6B Reach 1 transitions to .
Reach 2 at the backwater from an impoundment. �,
Below the dam, UT6B Reach 2 flows as a perennial
system through a narrow,forested corridor before " i� ." � •,.
transitioning to managed pasture within the lower '-' " ' ~� , -, , t,` , ;
portion of this reach.The stream channel within UT6B Reach 2—inline pond
the confined valley below the impoundment is
incised (BHR 3.9) and entrenched (ER 1.1). While
stream incision decreases as it approaches the confluence with UT6, stream pattern and profile remain
degraded within the lower portions of Reach 2.As is the case within Reach 1, hoof shear and trampling
have resulted in significant impacts to the stream bed and banks, especially within the open pasture
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Four Hills Mitigation Site Draft Prospectus Page 9

within the downstream portion of this reach.The culverted stream crossing near the confluence of UT6
is perched, preventing aquatic organism connectivity.
UT7
UT7 Reach 1 begins at a headcut and flows as an _ ".
intermittent system through an intact,forested
corridor.The forested corridor is accessible to _ ,k. AI
livestock with tree-of-heaven and Chinese privet
present throughout the reach. Headcuts withi
associated isolated areas of incision are common
within Reach 1. UT7 Reach 1 transitions to Reach 2
several hundred feet upstream of backwater from �eeaq .:x.r .-:;
an impoundment. Reach 2 exhibits more systemic �^ °_
'� may..:• � t � . � � _
erosion, incision, and active headcuts upstream of : ._ :.f,.. •: _' ,
the impoundment. The pond dam outlet is perched,
further exacerbating aquatic organism connectivity. UT7 Reach 2—inline pond
3.1.2 Existing Conditions—Wetlands
The Site includes approximately 0.601 acres of existing wetlands which are accessed and grazed by
livestock. Of these, 0.517 acres are within maintained, herbaceous pasture, and 0.084 acres are within a
forested corridor lacking appropriate understory vegetation due to grazing pressure. Hydrology in
existing wetlands is impaired due to adjacent incised, relocated streams and infrequent out of bank
events.
An additional 4.468 acres of the Bank Site contains hydric soils that lack a contemporary wetland
hydrology regime. Wetland hydrology in these areas has been altered by old subsurface pasture
drainage to Little Creek or through the drainage effects of nearby incised, relocated streams.These
areas are appropriate candidates for wetland reestablishment through construction of appropriately
sized stream channels connected to their floodplains.
3.1.3 Soils and Geology
The Bank Site is located in the Carolina Slate Belt of the Piedmont physiographic province.The Piedmont
province is characterized by rolling,well rounded hills and long low ridges, with elevations ranging from
300 to 1,500 feet above sea level.The underlying geology of the Bank Site is mapped as the Cid
formation (CZmd2) composed of thin to thick bedded metamudstone and meta-argillite.The Cid
formation from the late Proterozoic to Cambrian Period (500 to 900 million years in age) is described as
having bedding plane and axial-planar cleavage interbedded with metasandstone, metaconglomerate,
and metavolcanic rock.The predominant floodplain soils on the Bank Site are described in Table 3 and
depicted on Figure 7.
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Table 3. Floodplain Soil Types and Descriptions
Soil Name Location Description
BaB—Badin BaB soils are located within the upstream
channery loam, 2 extent of both UT4B and UT4B1.
to 8%slopes
BaC soils are located along UT4C, UT6A, and Badin soils are found on interfluves and
BaC—Badin UT6B.This soil type is predominant along the hillslopes on ridges with gently sloping to
channery loam,8 upper extents of UT5 and UT6 and is located steep uplands in the Piedmont.They are
to 15%slopes along portions of UT4, UT4B,and the upper moderately deep,well-drained soils that
limits of UT7. are typically not flooded or ponded.
BgD—Badin BgD Soils are found along UT4A,the majority of
Goldston complex, UT7, and portions UT4, UT4B, and UT5.
15 to 25%slopes
ChA—Chewacla ChA soils are located with the floodplain of This soils series is found along floodplains
loam,0 to 2% Little Creek including the downstream extent of and toe of slope.These soils are
slopes the unnamed tributaries within the Little Creek frequently flooded,somewhat poorly
floodplain. drained,with moderate permeability.
GoD—Goldston GoD soils are located within the confined This soil series is typically found on
channery silt loam, valleys along UT1, UT2, UT3, and UT3A.This soil hillslopes on ridges, either on a back or
15 to 25%slopes type is also located along the upper portions of side slope.These are well drained soils
Little Creek outside of the floodplain. with very low permeability.
Source:Soil Survey of Anson County,North Carolina,USDA-NRCS,
https://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx
3.1.4 Existing Vegetation
Vegetation at the Bank Site is primarily maintained pasture with areas of mature forest of which the
majority is accessible by livestock.The open pasture areas are dominated by fescue species (Festuca
sp.). Canopy species throughout the forested area of the Bank Site include sweetgum (Liquidambar
styraciflua), green ash (Fraxinus pennsylvanica), willow oak(Quercus phellos), sycamore (Platanus
occidentalis),tulip poplar(Liriodendron tulipifera), black walnut (Juglans nigra),white oak(Quercus
alba), red oak(Quercus rubra), and hickory (Carya sp.). Mid-story and understory species include black
gum (Nyssa sylvatica), eastern red cedar(Juniperus virginiana), mulberry(Morus alba), black cherry
(Prunus serotina), Chinese privet,flowering dogwood (Cornus florida), ironwood (Carpinus caroliniana),
and Eastern redbud (Cercis canadensis). Herbaceous species within the forested areas primarily include
dogfennel (Eupatorium capillifolium),Japanese stiltgrass (Microstegium vimineum), smartweed
(Polygonum sp.), and wingstem (Verbesina alternifolia).
3.1.5 Threatened and Endangered Species
Wildlands searched the US Fish and Wildlife Service (USFWS) and The NC Natural Heritage Program
(NHP) databases for federally listed threatened and endangered plant and animal species in Anson
County, NC. Currently,there are four species federally listed for this specific county(Table 4). Wildlands
conducted pedestrian surveys in August and September 2021.Those surveys indicated that while the
Bank Site provides potential habitat during the summer roosting season for the northern long-eared bat,
no observations of this species were noted at the time of the survey. No instances of the other listed
threatened and endangered species were identified on the Bank Site.
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Table 4. Listed Threatened and Endangered Species in Anson County,NC
Species
Federal Status
Common Name Scientific Name
Schweinitz's sunflower Helianthus schweinitzii Endangered
Red-cockaded woodpecker Picoides borealis Endangered
Carolina heelsplitter Lasmigona decorata Endangered
Northern long-eared bat Myotisseptentrionalis Threatened
Species and habitat information Source:https://ecos.fws.gov/ipac/
3.1.6 Cultural Resources/Conservation Lands/Natural Heritage Areas
Wildlands viewed the North Carolina State Historic Preservation office HPOWEB 2.0 site to determine
the location of potential cultural resources on the Bank Site or in proximity. No historical or cultural
documented sites are located within five miles of the Bank Site. All appropriate cultural resource
agencies will be contacted for their review and comment prior to any land disturbing activities.
The NHP Managed Areas reference one Catawba Land Conservancy,four Three Rivers Land Trust
Easements,three USFWS easements, and four NCDMS conservation easements within 5 miles of the
Bank Site. In addition,there are five Significant Natural Heritage Areas within five miles of the Bank Site,
one of which is immediately downstream of the Bank Site. See Figure 1 for locations of protected lands
within proximity to the Bank Site.
3.1.7 FEMA Floodplain Compliance
The Bank Site is represented on Anson County Flood Maps 3710655100K and 3710655000J. Little Creek
is mapped in a Zone AE Special Flood Hazard Area within the project limits and Zone X at the
downstream extent of the project limits(Figure 8). Hydraulic modeling for this stream will be obtained
from the NC Floodplain Mapping Program. Wildlands will attempt to design and implement the
proposed activities without adversely affecting the mapped Base Flood Elevation (BFE). If a no-rise
condition is not attainable,then Wildlands will coordinate with the appropriate parties and prepare a
Conditional Letter of Map Revision (CLOMR).Wildlands' engineers are experienced with conducting
flood studies and assessing and reporting potential impacts to the mapped BFE. If a CLOMR is required,
Wildlands will complete a Letter of Map Revision (LOMR) following construction to document
constructed conditions and the corresponding BFE.
3.1.8 Water Rights
There are multiple existing wells located at the Bank Site that will remain and be maintained by
landowner to provide water for existing operations and infrastructure.
3.1.9 Existing Site Constraints
Seven internal easement crossing locations are reserved for access across the Bank Site (Figures 9b and
c). Five of these crossings will replace existing crossings at the site, several of which include perched
culverts.The existing crossing on UT3 is not perched and will remain at its current location.
No additional known utilities are present within the proposed conservation easement area.
The proposed easement boundaries around all streams proposed for mitigation credit meet or exceed
the required 50-foot minimum riparian buffer for Piedmont streams. The proposed easement area can
be accessed for construction, monitoring, and long-term stewardship from Little Creek Road and/or
Plank Road.
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4.0 Mitigation Work Plan
4.1 Streams
The proposed Bank Site includes a combination of restoration, enhancement levels I and II, and
preservation.Activities have been selected to provide the highest degree of ecological uplift to the
system while also preserving existing forested communities. Figures 9a,9b, and 9c provide an overview
of proposed mitigation activities on the Bank Site. Livestock will be excluded from all streams and
wetlands and buffers will be planted as described in Section 4.3. In reaches where non-native invasive
species are present, management efforts will be implemented prior to buffer planting.
Restoration
Restoration is proposed for Little Creek, UT1, UT2
Reach 2, UT3 Reach 3, UT4 Reach 2, UT4A Reach 2, Priority 1 Stream Restoration
UT4B Reach 3, UT4B1 Reach 1, UT5 Reach 1, UT6 NIAW r N .
f «,
h 4*.
Reach 2, UT6A, UT6B Reach 2, and UT7 Reach 2. 4'414 ., Y •
. �
Restoration of these reaches will result in �..
floodplain connection at bankfull and greater
storm events; stable, self-maintaining channels; I '44 i r Y # t
diversified instream habitats; increased woody f 4 '
debris; and ecological lift. Reference streams will
be identified and will serve as a guide for "�► W "'
developing the stream design. Generally,
Wildlands will base the design for each stream on
a targeted discharge range that, in most cases, will approximate the bankfull discharge but will be
selected to meet the objectives of the design.The discharge will be determined through detailed
hydrologic analyses using the best available information such as local or regional stream gage records,
empirical regional stream flow relations, and reference stream flows. Other discharges (such as
baseflow or flows to support instream habitat features) will also be considered during the design
process based on the specific project objectives.
Little Creek's incision, which confines peak flows and drains the adjacent floodplain, will be corrected
through priority 1 restoration. Raising the stream and reconnecting it to the broad floodplain will
support riparian wetland re-establishment and will restore the stream/wetland complex that was likely
present prior to extensive agricultural manipulation.
While the upper portion of UT1 is forested,the ongoing livestock degradation and systemic incision and
erosion cannot be addressed through spot treating isolated areas. A priority 1 restoration approach is
proposed The lower portion of UT1, UT2 Reach 2, and UT3 Reach 3 all flow through open pasture and
display degraded bedform and weak stream definition from aggradation, hoof shear, and trampling.
Restoration will hydrologically reconnect these reaches to their floodplains and to Little Creek,
improving aquatic organism passage while also restoring sediment transport capacity and bedform to
Priority l 4• •
stream ; •
. .
restoration = ,
through
agricultural 1..-..• -
field
f;:�•.!'r� J U NE 2012 J ULY 2013 JUNE 2014
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these reaches. If needed, short,transitional segments of priority 2 restoration will be implemented to
step these channels down to join Little Creek.
The upstream half of UT4 Reach 2 and all of UT4A Reach 2 are forested but exhibit systemic incision that
cannot be addressed through spot treatment. The lower portion of UT4 Reach 2 and all of UT4B Reach 3
also display systemic incision and erosion in addition to being extensively impacted by livestock.These
reaches will be restored using priority 1 restoration,with a transitional length of priority 2 restoration at
the downstream project boundary of UT4 Reach 2.
All or portions of UT4B1 Reach 1, UT5 Reach 1, UT6A Reach 1, UT6B Reach 2, and UT7 Reach 2 are
currently impounded waters. Existing dams will be removed from these reaches and a priority 1
restoration approach will be utilized to construct a natural stream channel.
UT6 Reach 2 was historically channelized and is confined against the toe of the valley.A priority 1
restoration approach will be utilized to relocate the stream within the central portion of the floodplain
and to restore pattern and profile along this reach.
Enhancement I
Enhancement I is proposed along UT4B Reach 2 Low impact enhancement I construction around
and UT4C Reach 2.These reaches begin at large, existing trees
active headcuts. Enhancement I will include using tip; ; : y -
smaller equipment to work the channels in place,
protecting the existing tree canopy to the greatest - rL
extent possible. On UT4B Reach 2, stream work : `�4 \ P ;►
will focus on raising the existing channel in place
to address incision and provide hydrology to the z14' :" �. u
re-established floodplain wetlands.This work will
also allow for a smooth transition to priority 1 ;;*
restoration on UT4B Reach 3. Large piles of brush r _, �,
that are currently blocking UT4C Reach 2's flow, _ 44 �• 7411_ �;e= 4y`
causing valley aggradation,will be cleared and a
geomorophically stable channel will be constructed. Instream structures will be installed on both
reaches to diversify instream habitats and non-native invasive species within the riparian zone will be
treated.A native,woody riparian zone will be restored to the disturbed and unforested areas within the
buffer.
Enhancement II
Enhancement II practices are proposed for perennial reaches experiencing spot erosion and incision, as
well as for intermittent stream reaches experiencing both spot and widespread erosion and incision.
Reaches proposed for enhancement II treatment include UT2 Reach 1, UT3 Reach 2, UT4B Reach 1,
UT4B1 Reach 2, UT4C Reach 1, UT5 Reach 2, UT6 Reach 1, UT6B Reach 1, and UT7 Reach 1. Work on
these streams will include livestock exclusion, bed and bank repair as needed, and non-native invasive
species treatment.This approach allows the flexibility to preserve existing stream sections exhibiting
good bedform and terrestrial habitat.The perched existing culvert crossing between UT3 Reach 1 and 2
culvert will remain in place and UT3 Reach 2 will be raised to meet the outfall elevation of the culvert.
Native, woody riparian vegetation will be restored to disturbed or unforested portions of the buffer.
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Preservation
Preservation is proposed for UT3 Reach 1 and for UT4 Reach 1-proposed for preservation
UT3A, a headwater, spring seep driven system
which joins UT3 Reach 1 near the upstream it t _ r
project boundary. Similarly, UT4 Reach 1 and UT4A j _'
Reach 1 within the southeastern portion of the =- } • t�
Bank Site are headwater, spring seep driveny ,,
systems in which livestock have been excluded. 4"2 lt4 "" ` ` } `
The preservation reaches are geomorphically fi r '
stable with diverse bedform and have mature, , , ,f
forested buffers.The buffers surrounding the ' 4-
preservation reaches will be treated for non-native °, a �
invasive species as needed. ., s <. r b•
4.2 Wetlands
Wetlands proposed for restoration (re-establishment) are currently non-jurisdictional areas that will be
rehydrated via the restoration of an adjacent stream channel and/or via the reduction of drainage
effects from existing buried drainage features. These areas exhibit signs of drained or borderline hydric
soils. Wetlands slated for rehabilitation are areas that are expected to delineate as jurisdictional
wetlands, but have been negatively impacted by reduced hydrology, anthropogenic manipulation,
livestock degradation, or vegetation issues such as invasive species.The goal of wetland restoration and
enhancement at the Site will be to restore stream and wetland complexes to increase floodplain
retention times and reduce overall pollutant loads from adjacent agricultural runoff. Non-forested areas
of proposed wetland crediting will be planted to restore an appropriate native vegetated wetland
community as described in Section 4.3. Wetland re-establishment and rehabilitation zones are depicted
in Figures 9b and c.
4.3 Vegetation Plan
Restored riparian buffers will connect to existing forested areas at the Bank Site to provide an
uninterrupted riparian corridor along the project reaches. Native riparian buffers, a minimum of 50 feet
from the proposed top of bank, will be planted along restored and enhanced stream reaches. All
currently unforested wetland areas will be planted with native wetland species. Most onsite streams will
have buffers extending past the required 50 feet.The designed planting plans are likely to have several
zones based on existing and proposed site conditions and will vary in proposed community type
accordingly.
The Bank Site will be planted following construction of the project.The planting plan will be based on an
appropriate nearby reference community and past project experience.The plan will be developed to
restore appropriate strata (canopy, understory, shrub, and herbaceous layers).
The canopy will be restored through planting of bare root trees.The understory and shrub layers will be
restored through a combination of planting bare root, low growth species and installing live stake shrub
species.The herbaceous layer will be restored by seeding the disturbed area with a native seed mix.
5.0 Determination of Mitigation Credits
Use of credits from the Bank Site to offset stream and riparian wetland impacts authorized by federal
permits or state water quality certifications must comply 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 Mitigation Plan and
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execution of the banking instrument, recordation of the conservation easement, and establishment of
appropriate financial assurances.
The Bank Site will include a combination of stream restoration, enhancement, and preservation totaling
14,188 stream credits.The mitigation credit calculation was derived using the US Army Corps of
Engineers' Stream Mitigation Guidance and was based on Wildlands' conceptual design for maximum
ecological uplift. Given the existing conditions of the stream channels,the disturbance factors, and the
constraints, management objectives and credit ratios for each reach have been established. In general,
stream restoration is proposed at a 1:1 credit ratio, stream enhancement I at a 1.5:1 credit ratio, stream
enhancement II at a 2.5:1 credit ratio, and stream preservation at an 8:1 credit ratio.The exceptions to
this include UT5 Reach 2 and UT7 Reach 1, where enhancement II activities are proposed at a 3.5:1 and
a 4:1 credit ratio, respectively.These higher ratios were developed to reflect more stable channel
conditions and fewer observed livestock impacts compared to other enhancement II reaches. The
management objective,the mitigation type, and proposed amount of mitigation are presented in Table
5. All stream credits are designated as warm water stream credits.
Wetland rehabilitation activities will generate 4.755 wetland credits. Wetland re-establishment in
unforested areas is proposed at a 1:1 credit ratio while rehabilitation is proposed at a 2:1 credit ratio for
unforested wetland areas and 3:1 credit ratio for forested wetland areas.All wetland credits are
designated as riparian wetlands. A proposed credit release schedule following the current IRT Mitigation
Banking Instrument Template is provided in Tables 6 and 7.
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Table 5. Proposed Stream and Wetland Mitigation Credits
Stream Credits
Mitigation i 2
Stream Reach Length(ft) Ratio Stream Credits Temperature
Type
Little Creek n/a R 2,530 1:1 2,530 Warm
UT1 n/a R 887 1:1 887 Warm
1 ElI 793 2.5:1 317 Warm
UT2
2 R 216 1:1 216 Warm
1 P 970 8:1 121 Warm
UT3 2 ElI _ 138 2.5:1 55 Warm _
3 R _ 282 1:1 282 Warm _
UT3A n/a _ P 150 8:1 19 Warm _
UT4 1 P _ 442 8:1 55 _ Warm
2 R 2,254 1:1 2,254 Warm
UT4A 1 P 421 8:1 53 Warm
2 R 98 1:1 98 Warm
1 ElI 1,003 2.5:1 401 Warm
UT4B 2 El 556 1.5:1 371 Warm
3 R 391 1:1 391 Warm
UT4B1 1 R 266 1:1 266 Warm
2 ElI 256 2.5:1 102 Warm
UT4C 1 ElI 163 2.5:1 65 Warm
2 El 556 1.5:1 371 Warm
1 R 909 1:1 909 Warm
UT5 2 ElI 1,496 3.5:1 427 Warm
UT6 1 ElI 1,547 2.5:1 619 Warm
2 R 389 _ 1:1 _ 389 Warm
UT6A n/a R 1,415 _ 1:1 _ 1,415 Warm
1 ElI 358 2.5:1 143 Warm
UT6B
2 R 840 1:1 840 Warm
1 ElI 717 4:1 179 Warm
UT7 2 R 413 1:1 413 Warm
Total 14,188 Warm
Wetland Credits
Mitigation Wetland Vegetation Area'(ac) Ratio Wetland Credits Wetland Type
Type
Re-
establishment Non-forested 4.468 1:1 4.468 Riparian
Rehabilitation Non-Forested 0.517 2:1 0.259 Riparian
Rehabilitation Forested 0.0836 3:1 0.0279 Riparian
Total 4.755 Riparian
1: Proposed lengths are estimates only.These values will be revised based on survey data and final design alignments for the
mitigation plan.
2:No credits are proposed for internal easement crossings.The width of each crossing has been removed from the credit totals
for reaches with crossings.Stream credits are rounded to the closest whole number.
3:Area is approximate based on preliminary delineation and best professional judgement.
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6.0 Credit Release Schedule
Tables 6 and 7 summarize the credit release schedule for the Bank Site.All credit releases will be based
on the total credit generated as reported by the as-built surveys of the Bank Site. 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 IRT, will determine if performance standards
have been satisfied sufficiently to meet the requirements of the release schedules below. In cases where
some performance standards have not been met, credits may still be released depending on the
specifics of the case. Monitoring may be required to restart or be extended, depending on the extent to
which the site fails to meet the specified performance standards.The release of project credits will
comply with the 2016 Wilmington District Stream and Wetland Compensatory Mitigation Update
Guidance Document.
Table 6. Stream Credit Release Schedule
Credit
Release Credit Release Activity Interim Total
Milestone Release Released
1 Bank Site Establishment 15% 15%
2 Completion of all initial physical and biological improvements made 15% 30%
pursuant to the Mitigation Plan
3 First year monitoring report demonstrates channels are stable and 10% 40%
interim performance standards have been met
Second year monitoring report demonstrates channels are stable and 4 10%o 50%
interim performance standards have been met
Third year monitoring report demonstrates channels are stable and 5 10% 60%
interim performance standards have been met
Fourth year monitoring report demonstrates channels are stable and 65%
6 interim performance standards have been met 5/0 (75%*)
7 Fifth year monitoring report demonstrates performance standards are 10% 75%
being met (85%*)
8 Sixth year monitoring report demonstrates performance standards are 5% 80%
being met (90%*)
Seventh year monitoring report demonstrates that channels are stable, 0 90%
9 performance standards have been met. 10% (100%)
*A 10%reserve of credits to be held back until the bankfull event performance standard has been met.
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Table 7. Wetland Credit Release Schedule
Credit
Release Credit Release Activity Interim Total
Milestone Release Released
1 Bank Site Establishment 15% 15%
2 Completion of all initial physical and biological improvements made 15% 30%
pursuant to the Mitigation Plan
3 First year monitoring report demonstrates that performance standards 10% 40%
have been met
4 Second year monitoring report demonstrates that performance 10% 50%
standards have been met
5 Third year monitoring report demonstrates that performance standards 15% 65%
have been met
6 Fourth year monitoring report demonstrates that performance standards 5% 70%
have been met
7 Fifth year monitoring report demonstrates that performance standards 15% 85%
have been met
8 Sixth year monitoring report demonstrates that performance standards 5% 90%
have been met
9 Seventh year monitoring report demonstrates that performance 10% 100%
standards have been met
6.1 Initial Allocation of Released Credits
The initial allocation of released credits is defined as Bank Site Establishment in the Mitigation
Monitoring 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 Mitigation Plan.
c. The mitigation bank site must be secured.
d. Recordation of the conservation easement, as well as delivery of a title opinion that is
acceptable to the USACE.
e. Delivery of the financial assurances described in the Mitigation Plan.
f. 404 permit verification for construction of the Bank 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.
7.0 Performance Standards and Monitoring Plan
The performance criteria for the Bank Site will follow approved performance criteria presented in the
Mitigation Monitoring Guidance Document.Annual monitoring and semi-annual site visits will be
conducted to assess the condition of the completed project. Specific performance standard components
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are proposed for stream morphology, hydrology, and vegetation.The stream restoration and
enhancement I reaches of the project will be assigned specific performance criteria components for
hydrology,vegetation, and geomorphology.The re-establishment wetlands will be assigned specific
performance criteria for hydrology and vegetation, and the enhancement II reaches and rehabilitation
wetlands will be assigned specific performance criteria components for vegetation only. Performance
criteria will be evaluated throughout the (up to) seven years of post-construction monitoring. If all
stream,vegetation, and hydrologic performance criteria have been successfully met and at least four
bankfull events have occurred during separate years, Wildlands may propose to terminate stream,
wetland, and/or vegetation monitoring after five years with written approval from the USACE and IRT.
An outline of the performance criteria components follows.
7.1 Streams
7.1.1 Stream Morphological Parameters and Channel Stability
Dimension
In order to assess channel dimension performance, permanent cross-sections will be installed on
restoration and enhancement I reaches per the Mitigation Monitoring Guidance Document. Each cross-
section will be permanently marked with pins to establish its location. Cross-section surveys will include
points measured at all breaks in slope, including top of bank, bankfull, edge of water, and thalweg.
Cross-section and bank pin surveys (if applicable)will be conducted in monitoring years one, two,three,
five, and seven.
Riffle cross-sections on the restoration reaches should be stable and should show little change in
bankfull area, bank height ratio, and width-to-depth ratio. Riffle cross-sections should fall within the
parameters defined for channels of the appropriate stream type. If any changes do occur,these changes
will be evaluated to assess whether the stream channel is showing signs of instability. Changes in the
channel that indicate a movement toward stability or enhanced habitat include a decrease in the width-
to-depth ratio in meandering channels or an increase in pool depth.These type of bed changes do not
constitute a problem or indicate a need for remedial actions. If channel changes indicate a movement
toward stability, remedial action will not be taken.
Profile and Pattern
Longitudinal profile surveys will be conducted during the as-built survey but will not be conducted
during the seven-year monitoring period unless other indicators during the annual monitoring indicate a
trend toward vertical and lateral instability.
Substrate
Riffle 100 pebble counts will be performed at riffle cross-sections during as-built baseline monitoring
only unless observations indicated a trend toward finer substrate and a comparison is needed. Riffles
are expected to remain coarser than pools over time.
7.1.2 Hydrology
Four bankfull flow events, occurring in separate years, must be documented on the restoration and
enhancement I reaches within the seven-year monitoring period. Stream monitoring will continue until
success criteria in the form of four bankfull events in separate years have been documented. Bankfull
events will be documented using photographs and either a crest gage or a pressure transducer, as
appropriate for onsite conditions.The selected measurement device will be installed in the stream
within a surveyed riffle cross-section. Photographs will also be used to document the occurrence of
debris lines and sediment deposition.
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Where restoration and enhancement I activities are proposed for intermittent streams, monitoring
gages will be installed to track the frequency and duration of stream flow events. Continuous surface
water flow within the tributaries must be documented to occur every year for at least 30 consecutive
days during the seven-year monitoring period.This 30-day period of flow can occur at any point during
the year. Additional monitoring may be required if surface water flow cannot be documented due to
abnormally dry conditions.
7.1.3 Vegetation
The final vegetative success criteria will be the survival of 210 planted stems per acre in the open
riparian corridors at the end of the required monitoring period (year seven).The interim measure of
vegetative success for the Bank Site will be the survival of at least 320 native species stems per acre at
the end of the third monitoring year and at least 260 stems per acre at the end of the fifth monitoring
year in the open riparian corridors.Also,trees must average seven feet in height at the end of the fifth
monitoring year, and ten feet in height at the end of the seventh monitoring year. If understory planting
in established canopies where invasive species are removed is required, different performance
standards and monitoring criteria will be negotiated given higher mortality rates anticipated with
shaded plantings. If this performance standard is met by year five and stem density is trending towards
success (i.e.,vigor), and exotic invasive species are not threatening ecological success, monitoring of
vegetation on the Bank Site may be terminated with written approval by the USACE in consultation with
the IRT.The extent of exotic invasive species coverage will also be monitored and controlled as
necessary throughout the required monitoring period.
Vegetation monitoring quadrants will be installed across the Bank Site to measure the survival of the
planted trees.The number of monitoring quadrants required, and frequency of monitoring will be based
on the October 2016 IRT Mitigation Monitoring Guidance.Vegetation monitoring will follow the CVS-EEP
Protocol for Recording Vegetation (2008).
7.1.4 Photo Reference Stations
Representative digital photos of each permanent photo point, cross-section, and vegetation plot will be
taken when the stream and vegetation assessments are conducted.The photographer will make every
effort to consistently maintain the same area in each photo over time. Photographs should illustrate the
Bank Site's vegetation and morphological stability on an annual basis. Cross-section photos should
demonstrate no excessive erosion or degradation of the banks. Permanent markers will be established
and located with GPS equipment, so that the same locations and view directions on the Bank Site are
photographed each year. Photos will be used to monitor restoration and enhancement areas, as well as
vegetation plots.
Longitudinal reference photos will be established at regular intervals along the channel by taking a
photo looking upstream and downstream. Longitudinal photos should indicate the absence of persistent
mid-channel bars within the channel or vertical incision. Grade control structures should remain stable.
Deposition of sediment on the bank side of vane arms is preferable. Maintenance of scour pools on the
channel side of vane arms is expected. Cross-section photos will be taken of each permanent cross-
section looking upstream and downstream. Reference photos will also be taken for each of the
vegetation plots.
7.1.5 Visual Assessments
Visual assessments should support the specific performance standards for each metric as described
above.Visual assessments will be performed along stream reaches on a semi-annual basis during the
seven-year monitoring period. Problem areas such as channel instability(e.g. lateral and/or vertical
instability, instream structure failure/instability and/or piping, headcuts),vegetation health (e.g. low
W Yadkin Umbrella Mitigation Bank
Four Hills Mitigation Site Draft Prospectus Page 21

stem density,vegetation mortality, exotic invasive species, or encroachment), beaver activity, or
livestock access will be noted.Areas of concern will be mapped and photographed and will be
accompanied by a written description in the annual report. Problem areas will be re-evaluated during
each subsequent visual assessment. Should remedial actions be required, a plan of action will be
provided in the annual monitoring report.
7.2 Wetlands
7.2.1 Hydrology
Groundwater monitoring gages will be established throughout the proposed wetland re-establishment
areas. Generally,the gages will be installed at appropriate locations so that the data collected will
provide an indication of groundwater levels throughout the wetland project area. Groundwater gage
data will be collected twice per year, and the performance standard for wetland hydrology will be a free
groundwater surface within 12 inches of the ground surface for 26 consecutive days (10 percent) of the
growing season.
Growing season dates for the project area are defined as March 11th to November 25th (259 days) by
the Wadesboro, North Carolina WETS table for 50% probability of soil temperatures greater than 28
degrees Fahrenheit. Growing season dates for the project area will be confirmed using soil temperature
probes installed 12 inches deep onsite and soil temperature data will be collected for each individual
monitoring year at the same time groundwater gage data is collected. Based on recent IRT guidance,the
same growing season dates will be maintained for all monitoring years. Vegetative indicators, including
bud burst and leaf drop, will also be recorded during biannual Site visits. Soil profile descriptions will be
recorded at each boring where a gage is installed before and after construction during as-built
monitoring feature installation.The profile descriptions will present a record of the soil horizons, color,
texture, and redoximorphic features.
7.2.2 Vegetation
Where vegetation re-establishment and rehabilitation is proposed within existing non-forested
wetlands,vegetation success criteria will be the same as that for the riparian corridor as described in
Section 7.1.3.
7.2.3 Photo Documentation
Photographs will be taken annually following construction to visually document stability. Permanent
markers will be established so that the same locations and view directions on the Site are monitored
each year.
Four reference photos will be taken at each reference location, oriented north, east, south, and west at
each marker.The photographer will strive to maintain the same area in each photo over time for each
photo.
8.0 Maintenance and Long-Term Sustainability
8.1 Maintenance
The Sponsor will monitor the Bank Site on a regular basis.A physical inspection of the Bank Site will be
conducted annually or more frequently during the post-construction monitoring period and until
performance standards are met. Bank Site inspections may identify components and features that
require routine maintenance.The Sponsor will conduct routine maintenance (as listed in Table 8)to
rectify identified deficiencies.
W Yadkin Umbrella Mitigation Bank
Four Hills Mitigation Site Draft Prospectus Page 22

Table 8. Adaptive Management Plan
Component/Feature Adaptive Management through project close-out
Routine channel maintenance and repair activities may include chinking of in-stream
structures to prevent piping,securing loose coir matting, and supplemental installations
Stream of live stakes and other target vegetation along the channel.Areas where stormwater
and floodplain flows intercept the channel may also require adaptive management to
prevent bank failures and headcutting. Beaver dams that inundate the stream channels
shall be removed and beavers shall be trapped.
Wetland boundaries will be evaluated based on corresponding groundwater gage data.
If consecutive monitoring years of groundwater gage data fail to meet specified
standards,additional gages may be installed to supplement the mapped extents of
groundwater uplift and wetland extents.A basic field re-verification of wetland
Wetland boundaries may also be warranted,which could include the evaluation of the extent of
hydric soils and its development within wetland restoration areas. Mature vegetation
within wetland areas will be evaluated for vigor and, if increased water table elevations
result in tree mortality,supplemental planting will be performed to offset loss in
targeted canopy species.
Vegetation shall be maintained to ensure the health and vigor of the targeted
community. Routine vegetation adaptive management activities may include
Vegetation
supplemental planting, pruning, mulching,and fertilizing. Exotic invasive plant species
affecting the viability of the mitigation site 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 rules and regulations.
Banks Site boundaries shall be identified in the field to ensure clear distinction between
the Bank Site and adjacent properties. Boundaries may be identified by fence, marker,
Bank Site Boundary bollard, post,tree-blazing,or other means as allowed by onsite conditions and/or the
conservation easement. Boundary markers disturbed,damaged,or destroyed will be
repaired and/or replaced on an as-needed basis.
8.2 Adaptive Management
Upon completion of construction,the Sponsor will implement the monitoring protocols identified herein
and conduct minor remedial actions (routine maintenance) as needed for the duration of the monitoring
period.The Sponsor will notify the USACE immediately if monitoring results or visual observations
suggest a trend towards instability, remedial actions are needed, or that performance standards are not
achievable. If major remedial measures are required, the Sponsor will submit a Corrective Action Plan
and coordinate with the USACE to secure authorization to conduct the adaptive management activities.
The Sponsor is responsible for funding and/or providing the services necessary to secure all necessary
permits to support 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.
8.3 Long Term Management Provisions
The Sponsor will institute a Long-Term Management Plan that will support assessments and on-going
maintenance and performance of the Bank Site following the monitoring term.The conservation
easement will prohibit incompatible activities and the Sponsor will transfer the easement to an IRT-
approved non-profit organization upon achievement of the identified performance criteria.The Sponsor
or their assignee will inspect the bank components on a frequent basis to ensure that the Bank Site
remains stable in perpetuity.The Sponsor or assignee will address sources of instability or other
W Yadkin Umbrella Mitigation Bank
Four Hills Mitigation Site Draft Prospectus Page 23

deficiencies.The Sponsor or assignee will manage exotic invasive species as needed to ensure the long-
term survivability of the planned native vegetation community.The Sponsor or their assignee will
document and maintain records related to long-term management activities.
9.0 References
Lee, M.T., R. K. Peet, S. D. Roberts, and T. R. Wentworth. 2008. CVS-EEP Protocol for Recording
Vegetation Version 4.2.
Natural Resources Conservation Service (NRCS), 2011.Web Soil Survey.
https://websoilsurvey.nres.usda.gov/app/HomePage.htm
North Carolina Department of Environmental Quality. 2016. Standard Operating Procedures for the
Collection and Analysis of Benthic Macroinvertebrates. Division of Water Resources. Raleigh, NC
North Carolina Department of Environmental Quality (NCDEQ)Yadkin-Pee Dee River Basinwide Water
Quality Plan 2008.
https://files.nc.gov/ncdeq/Water%20Quality/Planning/BPU/BPU/Yadkin/Yadkin%20PIans/2010%20PIa
n/Yadkin%202008%20PIan%20with%201R%20and%20Bio%20Appendice.pdf
North Carolina Division of Water Resources (NCDWR) 2009 Lower Yadkin Pee-Dee River Basin
Restoration Priorities (RBRP).
https://files.nc.gov/ncdeq/Mitigation%20Services/Watershed Planning/Yadkin River Basin/Lower%2
OYadkin Pee Dee RBRP 2009 Final092010.pdf
North Carolina Interagency Review Team, 2016. Wilmington District Stream and Wetland Compensatory
Mitigation Update. https://saw-reg.usace.army.mil/PN/2016/Wilmington-District-Mitigation
Update.pdf
North Carolina Geological Survey(NCGS), 1985. Geologic map of North Carolina 1:500,000 scale.
Compiled by Philip M. Brown at el. Raleigh, NC, NCGS.
https://ncdenr.maps.arcgis.com/apps/MapSeries/index.html?appid=a8281cbd24b84239b29cd2ca798
d4a10
North Carolina Natural Heritage Program (NCNHP). Element Occurrence database search for project site,
https://ncnhde.natureserve.org
North Carolina State Historic Preservation Office HPOWEB 2.0
https://www.arcgis.com/apps/webappviewer/index.html?id=79ea671ebdcc45639f0860257d5f5ed7&
center=-8805200,4311130,102100&scale=18056514
North Carolina Wildlife Resources Commission (WRC), 2015. North Carolina Wildlife Action Plan.
https://www.ncwildlife.org/plan#6718619-2015-wildlife-action-plan-document-downloads
Simon,A. 1989.A model of channel response in disturbed alluvial channels. Earth Surface Processes and
Landforms 14(1):11-26.
United States Fish and Wildlife Service (USFWS), Information for Planning and Consultation (IPaC).
Endangered Species,Threatened Species, Federal Species of Concern and Candidate Species for
project site. https://ecos.fws.gov/ipac
Yadkin Umbrella Mitigation Bank
Four Hills Mitigation Site Draft Prospectus Page 24

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Figure 5 USGS Topographic Map
0 1,000 2,000 Feet Yadkin Umbrella Mitigation Bank
WILD LANDS I I I I I , g
Four Hills Mitigation Site
ENGINEERING N
Yadkin River Basin 03040105
Anson County, NC

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ilkiv4pr 0 600 1,200 Feet
W I L D L A N I7 S N Yadkin Umbrella Mitigation Bank
ENGINEERING I i I f I Four Hills Mitigation Site
Yadkin River Basin 03040105
Anson County, NC

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0 500 1,000 Feet Yadkin Umbrella Mitigation Bank
W I L D L A N D S Four Hills Mitigation Site
ENGINEERING I I I I I N Yadkin River Basin 03040105
Anson County, NC

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011ZENGINEERING R FourHills Mitigation Site
I I I I I Yadkin RiverrBasin
03040105
Anson County, NC

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0 700 1,400 Feet Yadkin Umbrella Mitigation Bank
a WILDLANDS 1 I 1 I 1 N
Four Hills Mitigation Site
ENGINEERING
Yadkin River Basin 03040105
Anson County, NC

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W I L D L A N D S Yadkin Umbrella Mitigation Bank llikiiisiv
ENGINEERING 0 350 700 Feet Four Hills Mitigation Site
I I I I I Yadkin River Basin 03040105
N Anson County, NC

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OW I L D L A N D S Yadkin Umbrella Mitigation Bank lkisiNly
ENGINEERING 0 350 700 Feet Four Hills Mitigation Site
I I I I I Yadkin River Basin 03040105
N Anson County, NC

Appendix A
Recorded Option

Book 1271 Page 184
1111111111111111111111M1111
2021001863
ANSON CO,NC FEE$26.00
PRESENTED&RECORDED:
08-10-2021 01:14:20 PM
GREG L EUDY
REGISTER OF DEEDS
BY:OLIVIA TUCKER
DEPUTY
BK: LD 1271
PG: 184-188
RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO:
Wild lands Engineering, Inc.
1430 South Mint Street, Suite 104
Charlotte, NC 28203
Attention: Lee Knight Caffery
SPACE ABOVE THIS LINE FOR RECORDER'S USE •
MEMORANDUM OF OPTION
This Memorandum of Option (this "Memorandum") is between Four Hills Anson, LLC, a North
Carolina limited liability company ("Seller"), and Wildlands Engineering, Inc., a North Carolina
corporation ("Buyer").
This memorandum will become effective when all parties have signed it. The date of this
Memorandum will be the date this Memorandum is signed by the last party to sign it.
Seller does hereby give and grant to Buyer the right and option to purchase mitigation use rights
on a portion of four parcels of real property off Plank Road and Little Creek Road located in Ansonville,
Anson County, North Carolina, recorded in that County's Register of Deeds at Book 115, Page 235 (the
"Property").
This option expires on November 30, 2023 and the closing shall occur on or before the date that
is 30 days after the option expiration.
The provisions set forth i a written Option to Purchase Mitigation Use Rights between the parties
with an effective date of of7 , 2021 are hereby incorporated in this memorandum.
Each party is signing this memorandum on the date stated below that party's signature.

Book 1271 Page 185
tr-
BUYER: SELLER:
WILDLANDS ENGINEERING, INC., a North Carolina FOUR HILLS ANSON, LLC., a North Carolina limited
core tion liability company
By: By:
awn D.Wilkerson, President David A. Hill, Manager
Date: 1211140/l Date:
By: /���J
Lauren Cress Hi I, Manager
Date: 5/,7f a0
gU

Book 1271 Page 186
V
/''I�.G kl \tyre.) County, North Carolina
I certify that Shawn D.Wilkerson personally appeared beforeme this day, acknowledging to me that he
is President of Wildlands Engineering, Inc.,a North Carolina corporation and that he,as President, being
authorized to do so,executed the foregoing on behalf of Wildlands Engineering, Inc.
AAw^ !/. tt/ /6fc7(\
Name of principal
Date: 06-at/ -9G )
(Official Seal)
Official Signature of Notary
.\N HAZE /,,
"� � o,,, M A P-2TM)/ ZC-21-c�r
p T A R Y Notary's printed or typed name
$ PUBL\0 My commission expires: 03-11-010 9
//Irtttt���
3

Book 1271 Page 187
' •
4nsor, County, North Carolina
I certify that David A. Hill personally appeared before me this day, acknowledging to me that he is
Manager of Four Hills Anson, LLC., a North Carolina limited liability company and that he,as Manager,
being authorized to do so, executed the foregoing on behalf of Four Hills Anson, LLC.
Date: 05-2 --aCa-1
`qff+rti�l��5eal)
N �`� HA�F(y0 Official Signature of Notary
o-1 AR y —�N MARTIN HAZCLI
PU BOC' _ Notary's printed or typed name
0�� J� My commission expires: G3-/i aeon
"i,NBiii
U RG�Co\\\
4

Book 1271 Page 188
Y I
AnScr\ County, North Carolina
I certify that Lauren Cress Hill personally appeared before me this day,acknowledging to me that she is
Manager of Four Hills Anson, LLC.,a North Carolina limited liability company and that she, as Manager,
being authorized to do so, executed the foregoing on behalf of Four Hills Anson, LLC.
•
Date: C) —a�-ac 7i
\��P 0
41/4 Official Signature of Notary
01 AR k = Ati / /OR.T..T 1V J
Q � �AZFC.11or--r-
P ��G z;
6 Notary's printed or typed name
//17
'o,'yid
URG GOJ\' My commission expires: 03-l('p?Da
I•
5

Appendix B
Landowner Authorization Form

LANDOWNER AUTHORIZATION FORM
PROPERTY LEGAL DESCRITION:
Deed Book: 115 Page: 235 County: Anson
Parcel ID Number: 655100613603,655100613025,655000689222,655000478103
Street Address: Off Plank Road and Little Creek Road located in Ansonville,North Carolina
Property Owner(please print): Four Hills Anson, LLC
The undersigned,registered property owner(s)of the above property,do hereby authorize
Wildlands Engineering,Inc. to take all actions necessary for the evaluation ❑f the property as a
potential stream,wetland and/or riparian buffer mitigation project, including conducting stream
and/or wetland determinations and delineations,as well as issuance and acceptance of any required
permit(s) or certification(s). I agree to allow regulatory agencies,including the US Army Corps of
Engineers,to visit the property as part of these environmental reviews.
Property Owners(s)Address: 3534 US Highway 70 West,Goldsboro,NC 27530
(if different from above)
Property Owner Telephone Number: 704-467-6123 (David Hill),980-621-2316(Lauren Cress Hill)
We hereby certify the above information to be true and accurate to the best of our knowledge.
(Property Owner Authorized Signature) (Date)
roperty Owner Authorized Signature) (Date)

Appendix C
EDR Radius Report Summary

Four Hills Mitigation Site
1490-1200 Little Creek Rd
Wadesboro, NC 28170
Inquiry Number: 6592651 .9s
July 26, 2021
The EDR Radius Map TM Report with GeoCheck®
6 Armstrong Road,4th floor
Shelton,CT 06484
EDRr Toll Free:800.352.0050
www.edrnet.com
FORM-LBD-MGA

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
1490-1200 LITTLE CREEK RD
WADESBORO, NC 28170
COORDINATES
Latitude(North): 35.1417740-35° 8' 30.38"
Longitude (West): 80.1545950-80° 9' 16.54"
Universal Tranverse Mercator: Zone 17
UTM X(Meters): 577014.1
UTM Y(Meters): 3888894.5
Elevation: 295 ft. above sea level
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property Map: 5948281 AQUADALE, NC
Version Date: 2013
AERIAL PHOTOGRAPHY IN THIS REPORT
Portions of Photo from: 20140920
Source: USDA
TC6592651.9s EXECUTIVE SUMMARY 1

MAPPED SITES SUMMARY
Target Property Address:
1490-1200 LITTLE CREEK RD
WADESBORO, NC 28170
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
6592651.9s Page 2

OVERVIEW MAP — 6592651.9S
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Target Property o 1i4 1/21 ones
A Sites at elevations higher than
or equal to the target property Indian Reservations BIA Hazardous Substance
Disposal Sites
• Sites at elevations lower than N County Boundary
the target property
I Manufactured Gas Plants i,, Special Flood Hazard Area(1%)
1 National Priority List Sites k 1 0.2%Annual Chance Flood Hazard
II 1
Dept.Defense Sites National Wetland 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: Four Hills Mitigation Site CLIENT: Wildlands Eng, Inc.
ADDRESS: 1490-1200 Little Creek Rd CONTACT: Kirsten Gimbert
Wadesboro NC 28170 INQUIRY#: 6592651.9s
LAT/LONG: 35.141774/80.154595 DATE: July 26,2021 3:36 pm
Copyright c 2021 EDR,Inc is 2015 TomTom Rel.2015

DETAIL MAP - 6592651.9S
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A Sites at elevations higher than
or equal to the target property - Indian Reservations BIA Hazardous Substance
• Sites at elevations lower than /A Special Flood Hazard Area(1%) Disposal Sites
the target property
"A 0.2%Annual Chance Flood Hazard
I Manufactured Gas Plants
National Wetland Inventory
r Sensitive Receptors State Wetlands
I National Priority List Sites
I 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: Four Hills Mitigation Site CLIENT: Wildlands Eng, Inc.
ADDRESS: 1490-1200 Little Creek Rd CONTACT: Kirsten Gimbert
Wadesboro NC 28170 INQUIRY#: 6592651.9s
LAT/LONG: 35.141774/80.154595 DATE: July 26,2021 3:37 pm
Copyright m 2021 EDR,Inc.ic,2015 TomTom Rel.2015.

Appendix D
Existing Geomorphic Data

Cross-Section Plots
Four Hills Mit'gation Site
Prospectus
Cross-Section 7-UTI RI
r Riffle
94
93
- 91
S 90
d9
R8
87
0 5 10 15 20 25 su
Width fft]
-6-MOO 0a/2021) —Bankfull —Honduran.Area
BankfullDmensons .�_ 1- ,�
t • 3 t'
1.9 sec on area{ksq.) w i hI r1
EY
0.5 mean depth(ft) 1 t■! �� ° �".
0.8 max depth(ft)
9-1 wetted perimeter
OS hydraulic radus(k) +m -
6,4 width-depth ratty - -
9.2 Wflood Drone area{ft) ,-
12 entrenchment ratio
3.8 low bank height ratio
Survey Date:DB/2021 • -
Field Crew:Wildlands Engineering r - ,•ey-
View Downstream
CrOsb-Seetiot Plots
Four Hills Mitigation Site
Prospectus
-Cross-Section 1-UTI RI
r Riffle
94
93.9
93.6
93 4
93.2-
93 •
A 92.8
g
w 926
92.4-
92.2
92 •
0 2 4 6 B 10 12 34 16 18 20
Width fit'
M40108/20211 —Bunk-Full —Floodprone Area
Bankroll Dimensions - •
0.9 -section area{Rsq.)
2-3 width(ft) .3t5
0.9 mean depth(ft) _
0.6 max depth(ft)
2.7 wetted perimeter
03 hydraulic radius(ft)
57 width-depth ratio _ _ ° »-.-
8.0 W flood crone area{ft) - -
3.5 entrenchment ratio -' r.-
2-2 law bank height ratio • -
Survey Date•018/2021
Field Crew:Wlldlarlds Engineering
View Downstream I

Cross-Section Plots
Four Hills Mitigation Site
Prospectus
Cross-Section 4-UT2 RT
r Riffle
95
94 8
94.6 —.r` .— —
94.4
94.2 IT
10 15 20 25 S0
Width(k)
—S—M40108/2021) —BanktuII —Floodprone Area
Bank-Full Dimensions - -1.9 gsection area{Rsq.)
5-3 width(ft)0.3 mean depth(ft) -
0.7 max depth(ft) ` ' - •
5-8 wetted permeter)ft) -. - 73.
03 hydraulic radius(ft
153 width-depth ratio - -
8.7 W flood prone area{ft)
16 entrenchment ratio
1-8 low bank height ratio
Survey Datel DB/2021
Field Crew:Wildlands Engineering eL7�
J.its.,
•
View Downstream
Cross-SeCtioo Plots
Four Hills Mitigation Site
Prospectus
•Cross-Section 3-UT3 R3
r Riffle
95.2
95
94.8-
946-r
94.4./ - -
94.2s
94
91 8
93.6-
93.4
93 2
0 5 10 15 20 .1 II
Width)ft)
—4—M40108/2021) —Bank-Full —Fbodprone Area
Bankfull Dimensions
1.7 -section area{Rsq.) "
9 4 width lit)
0.9 mean depth(ft)
0.7 max depth(ft)
4.6 wetted perimeter(ft)
04 hydraulic radius(ft)
•
11 2 width-depth ratio
8.8 W flood prone area{ft) -
2.0 entrenchment ratio •
_; •
1.7 low bank height ratio
Survey Dater 313/2021 •
Field Crew:Wildld ads Engineering ,. -
•
View Downstream

Cross-Section Plots
Four Hills Mitigation Site
Prespectas
Cross-Section 9-UT4 RZ
C Riffle
93.5
93
92
91.5
91
A 905
90
895
89
88.5
B8
5 10 15 20 JS su
Width)63
-6-MVO 08/2021] —Bank-Full —Fwodprone Area
BankfullDmansons
9.1 s section area{Rsq.) s
56 wdth(tt) 4 �.: L•�I,. f y
0.7 mean depth(ft) •
4' g
1.2 max depth(ft) t
6.2 wetted perimeter(ft) _ t =
06 hydraulic radius(ft) -
7-6 width-depth ratio - _ s'--
8.0 W flood Drone area{ft) -,-ram i s - '
14 entrenchment ratio 111
3.1 low hank height ratio +'-
Survey Date:DB/2021 - r
Field Crew:W➢dla nds Engineering
View Downstream
Cross-Section Plots
Four Hills Mitigation Site
Prospectus
Cross-Section 6-UT4 R3
*Riffle
94.5
94
93.5
93 -
- 925
g 92-
91.5•
91
90.5
0 5 10 15 20 2S Sil
Width(ft)
-e-My0108/2021) —Bankfull —Fbodpmne Area
Bankfull Dimensions
1.7 section area{Rsq.) r . •
28 width(fit)
0.6 mean depth(ft)
0.8 max depth(ft)
3.5 wetted per meter(ft) �` y
OS hydraulic radius(ff)
4.6 width-depth ratio
6.0 Wflood prone area{ft) �P'�yq a
f
2.2 entrenchment ratio
15 law bank height rattn
Survey Date:08/2021
Field Crew:Wlldld reds Engineering
View Downstream

Cross-Section Plats
Four Rills Mitigation Ste
Prospectus
Cross-Section 5-UT4 R3
r Riffle
94.5
94
93 5
▪ 93
.G
925
92
91.5 r •
O 5 10 15 20 JS 30 10
Width)k)
—S—MIS 10812021) —Bankfull —Hondurans Area
Bankfull Dimensions • -.�
9.8 x-section area{R.sq.) ..,
e_1 width(ft)
0.6 mean depth Ik) .,
1.0 max depth(ft)
8S wetted permeter)R)
06 hydraulic radus(ft) 4.i S
19 9 width depth ratio t„
17.5 Wflood Drone area{ft) , l y a •, -
22 entrenchment rato d2
1.9 low bank height ratio ` -
Survey Date:DB/2021 1j t
Feld Crew:W➢dlands Engineering ry t7t- rc �-
t9a
> View Downstream
Cross-Section Plots
Four Hills Mitigation Site
Prospectus
:Cross-Section 8-UT4A RD
r Riffle
95
94
93 \ssv -. .- l
92
.L 91
a
90
89
88
O 2 4 6 B 10 12 14 16 tB .'[I
Width)k)
MIS 08/2021) —Bank-Full —Fbodpmne Area
BankfullDmensons
1.5 section area{Rag" a s4
3 9 width(it) \ - - �i ''_ f r•''
0.9 man depth(kJ
0.5 max depth(ft)
4.5 wetted perimeter)R) t -..
03 hydraulic radius(ft) Hca
103 width-depth ratio
9.4 W flood prone area{k)
1.1 entrenchment ratio f
7.7 low bank height ratio •
survey Date.9E/2021 '
Field Crew:Wtldlands Engineering w'
•
View Downstream

Cross-Section Plots
Four Hills Mitigation Site
Prospectus
Cross-Section 7-UT46 R2
r Riffle
95
945 4
94
93.5--
93
.G
92.5
92
91..5
91
0 5 10 15 20 JS su
Width)ft)
-4,-M40 1 08120 2 1) —BenHull —Fwodlrranr Area
BankfullDmensons - , ' '
3.4 section area{R.sq.) no e �T
5 n wdth re)) P -
0.7 mean depth(ft) T {may �l '' t+
0.8 max depth(ft) .'-
5 8 wetted permeter{ft)
06 hydraulic radius(ft)
7 4 width depth ratio r''•� t ° '�
8.6 W flood prone area{ft) .
17 entrenchment ratio
1.6 law bank height ratio � �--
Survey Date:90/2021 1 `}Field Crew:Wldla rids Engineering > N
V iew Elp>I rrnin
Cross-Seetinn Pinto
Four Hills Mitigation Site
Prospectus
Cross-section 1U-UT6 R2
r Riffle
96
95
94 -
' 890
5 10 15 20 25 Sil
Width)ft)
-4-M40108/20211 —ban Hull —Fbodprone Area
Bankroll D,rnenslons
4.8 irsection area{Rsq.) }� �
58 w-dth(ft) 'y ,�
0.8 mean depth(Ed84011-lif
-
12 max depth(ft)
6.9 wetted permeter)ft)
07 hydraulic radius(rq - 11r
>_n width depth ratio `
22.3 W flood prone area{ft) ,3:
3.8 entrenchment ratio _ _ _ •
-
1-4 law bank height ratio
Survey Date.96/2021 ;•.�e!-� _ '�S:s;
Field Crew:Wtldlands Engineering - '
View Downstream

Cross-Section Plots
Four Hills Mitigation Ste
Prospectus
Cross-Section 11-t1T6B R2
r-Riffle
94.5
94
93.5-
93
•
92
.7
S 915
S 91-
90 5- (- -
59.5
B9
0 5 10 ]5 20
Width(ft)
—•—MOO 08J2021) —Bankfull —I hnd rr,,Area
Bankfull Dimensions
1.8 section area{Rag.]
4 5 width(ft)
0.f in depth(ft)
0.6 max depth(ft) - •a y1l--Tgp,
50 wetted perimeter{it) 4
09 hydraulic radius(ft)
11-1 width-depth ratio
5.1 W flood crone area{ft) •-
11 entrenchment ratio •
3-9 low bank height ratio - •
Survey Date.DB/2021
Field Crew:Wildly nds Engineering
View DoWnatrearn

Appendix E
Historic Aerial Photography

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Appendix F
NCDWR Stream Classification Forms

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