20181694 Ver 1_Mitigation Plan-Final_20200731

i
FINAL MITIGATION PLAN
May 28, 2020
Wildlands Cape Fear 05 Umbrella Mitigation
Bank
Dudley Mill Pond Mitigation Site
Cumberland County, NC
Cape Fear River Basin
HUC 03030005
USACE Action ID No. 2016-02160
NCDWR # 20181694 Version 1
PREPARED BY:
WILI]LANDS
Wildlands Engineering, Inc.
312 W Millbrook Road, Suite 225
Raleigh, NC 27609
Phone: [phone]

PREPARED BY:
FINAL MITIGATION PLAN
Wildlands Cape Fear 05 Umbrella Mitigation Bank
Dudley Mill Pond Mitigation Site
Cumberland County, NC
Cape Fear River Basin
HUC 03030005
USACE Action ID No. 2016-02160
WILDLANDS
E nIGINEE RING
Wildlands Engineering, Inc.
312 W Millbrook Road, Suite 225
Raleigh, NC 27609
Phone: [phone]
Contributing Staff:
Angela Allen, PE, Project Manager and Engineer
John Hutton, Principal in Charge
Tasha King, Lead Scientist
Abigail Vieira, PE, Designer
Win Taylor, PWS, Wetland Delineations
Richard Wright, Construction Documents
Geoff Smith, Lead Quality Assurance

TABLE OF CONTENTS
1.0
Introduction.............................................................................................................................. 1
2.0
Basin Characterization and Site Selection..................................................................................
1
3.0
Baseline and Existing Conditions...............................................................................................
2
3.1 Watershed Conditions..................................................................................................................
2
3.2 Landscape Characteristics............................................................................................................
2
3.3 Project Resources.........................................................................................................................
3
ExistingWetlands...................................................................................................................................4
ExistingVegetation.................................................................................................................................
6
3.4 Overall Functional Uplift Potential...............................................................................................
6
3.5 Site Constraints to Functional Uplift.............................................................................................
7
4.0
Regulatory Considerations........................................................................................................
7
4.1 401/404........................................................................................................................................
7
4.2 Threatened and Endangered Species...........................................................................................
8
4.3 Cultural Resources /Conservation Lands /Natural Heritage Areas .............................................
8
4.4 FEMA Floodplain Compliance and Hydrologic Trespass...............................................................
9
5.0
Mitigation Site Goals and Objectives.........................................................................................9
6.0
Design Approach and Mitigation Work Plan............................................................................
10
6.1 Design Approach Overview........................................................................................................
10
6.2 Reference Streams......................................................................................................................
10
6.3 Design Channel Morphological Parameters...............................................................................
11
6.4 Design Bankfull Discharge Analysis............................................................................................
12
6.5 Sediment Transport Analysis......................................................................................................
13
6.6 Project Implementation..............................................................................................................
14
6.7 Vegetation, Planting Plan, and Land Management....................................................................
15
6.8 Project Risk and Uncertainties....................................................................................................
16
7.0
Determination of Credits.........................................................................................................
17
8.0
Performance Standards...........................................................................................................
18
9.0
Monitoring Plan......................................................................................................................
19
9.1 Monitoring Components............................................................................................................
20
10.0 Long -Term Management Plan.................................................................................................
21
10.1 Ownership and Long-term Manager..........................................................................................
21
10.2 Long -Term Management Activities............................................................................................
21
10.3 Funding Mechanism...................................................................................................................
22
10.4 Contingency Plan........................................................................................................................
23
11.0 Adaptive Management Plan....................................................................................................
23
12.0 Financial Assurances...............................................................................................................
23
13.0 References..............................................................................................................................
25
TABLES
Table 1: Project Attribute Table Part 1 ..
Table 2: Project Attribute Table Part 2 ..
Table 3: Summary of Stream Resources
Table 4: Existing Wetlands Summary.....
Table 5: Project Attribute Table Part 4 ..
....................................................1
.................................................... 2
.................................................... 4
.................................................... 5
.................................................... 7
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Table 6: Estimated Impacts to Project Wetlands.......................................................................................... 8
Table 7: Listed Threatened and Endangered Species in Cumberland County, NC.......................................8
Table 8: Mitigation Goals and Objectives.....................................................................................................
9
Table 9: Functional Impairments and Restoration Approach.....................................................................10
Table 10: Stream Reference Data Used in Development of Design Parameters........................................10
Table 11: Summary of Morphological Parameters for Cedar Creek...........................................................11
Table 12: Summary of Morphological Parameters for T1 and T2...............................................................
12
Table 13: Summary of Design Discharge Analysis.......................................................................................
13
Table 14: Results of Competence Analysis.................................................................................................
14
Table 15: Project Stream Assets and Credits..............................................................................................
17
Table 16: Summary of Performance Standards..........................................................................................
18
Table17: Monitoring Plan...........................................................................................................................
19
Table 18: Monitoring Components.............................................................................................................
20
Table 19: Long -Term Management Plan.....................................................................................................
21
Table 20: Management Funding.................................................................................................................
22
Table 21: Financial Assurances Table..........................................................................................................
24
FIGURES
Figure 1
Vicinity Map
Figure 2
Service Area Map
Figure 3
Existing Conditions Map
Figure 4
NCDOT Draft STIP FY 2020 - 2029
Figure 5
Watershed Map
Figure 6
USGS Topographic Map
Figure 7
Soils Map
Figure 8
NCWAM Assessment Area
Figure 9
Potential Wetland Impacts Map
Figure 10
Concept Design Map
Figure 11
Reference Reach Vicinity Map
Figure 12
Discharge Analysis
Figure 13
Monitoring Components Map
Figure 14
Buffer Credit Map
APPENDICES
Appendix 1
Site Protection Instrument
Appendix 2
Approved JD and Supporting USACE Forms
Appendix 3
DWR Stream ID Forms
Appendix 4
Data, Analysis, Supplementary Information, Maps
Appendix 5
Regulatory Correspondence
Appendix 6
Maintenance Plan
Appendix 7
Credit Release Schedule
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Appendix 8 Financial Assurance
Appendix 9 Plan Sheets
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1.0 Introduction
Wildlands Holdings VI, LLC ("Sponsor") proposes to develop the Dudley Pond Mitigation Site (Site) as the
first project under the Wildlands Cape Fear 05 Umbrella Mitigation Bank ("bank"). Wildlands Holdings
VI, LLC is wholly owned by Wildlands Engineering, Inc.
The Site is in Cedar Creek Township, Cumberland County, NC, approximately 11 miles southeast of
Fayetteville and 7.3 miles north of the Bladen/Cumberland County line (Figure 1). The project is in the
14-digit Hydrologic Unit Code (HU) 03030005010010 and NC Department of Environmental Quality
(DEQ) subbasin 03-06-15. The Site will provide stream mitigation credits in the Upper Cape Fear River
Basin 03030005 (Cape Fear 05), specifically HUCs 0303000501 and 0303000502. Additionally, it will
provide stream mitigation credits for HUCs 030300050405 and 030300050303 (Figure 2). The project
involves the restoration of Cedar Creek and two unnamed tributaries to Cedar Creek (Figure 3). The
restoration of these streams will provide 7,512 stream credits. The Site will be protected by a 47-acre
conservation easement. The Site Protection Instrument detailing the easement is included in Appendix
1.
Table 1: Project Attribute Table Part 1
Project Information
Project Name
Dudley Pond Mitigation Site
County
Cumberland
Project Area (acres)
47
Project Coordinates (latitude and longitude)
34°57'25.9"N 78°45'06.1"W
Planted Acreage (acres of woody stems planted)
31
2.0 Basin Characterization and Site Selection
The Site is in the Cape Fear 05 Basin, the DWR subbasin 03-06-15, and the 03030005010010 14-digit
Hydrologic Unit (HU). There are no current local or state watershed plans associated specifically with
this subbasin. The Cape Fear 05 is largely forested, but contains development extending from
Fayetteville and Wilmington, and several major highways, including NC-53, NC-41, NC-87, and US-74
(Figure 4). The Dudley Pond Mitigation Site was selected because it would allow unavoidable impacts to
Waters of the United States within the service area to be mitigated appropriately and provide a means
for the economic growth of this region to continue while ensuring aquatic resources and water quality
are maintained.
The site is located in the headwaters of the Cape Fear 05 basin (Figure 2). Although the watershed is
dominated by forested land and agricultural land, suburban sprawl from Fayetteville, Hope Mills, and
Raeford area contribute to a higher proportion of urban area ("'10%) than the remainder of the Cape
fear 05 subbasin. Land use within the Cedar Creek watershed indicate the primary watershed stressors
originate from animal operations, row crop agriculture, and fish migration barriers. These stressors
would include livestock access to streams, runoff from agricultural fields inputting excess nutrients and
bacteria, lack of adequate riparian buffers, and in -line ponds and culverts hindering aquatic organism
passage. The site will address the stressors associated with a lack of riparian buffers, in -line ponds, and
protecting the site from developmental pressures through the establishment of a conservation
easement.
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3.0 Baseline and Existing Conditions
3.1 Watershed Conditions
The Site watershed (Table 2 and Figure 5) is situated in rural Cumberland County in the township of
Cedar Creek, near Fayetteville, NC. The site has three Carolina Bays that drain to the project site. The
bays were investigated in person to determine that they drained to the watershed. Land use within the
watershed is predominately forested and agricultural with a small portion of developed land consisting
of houses and small stores. Land use at the site, reported in Table 2, has remained essentially
unchanged since at least 1951 based on review of historic aerial photographs (Appendix 4). The
watershed has not changed significantly in land use or riparian buffer extents.
This consistency in land use within the project watershed indicates that watershed processes affecting
hydrology, sediment supply, and nutrient and pollutant delivery have not varied widely over time. One
exception is the recent breach of the pond dam. Additionally, the bank is located in a rural watershed
where the dominant land uses are agriculture, forest, and silviculture. The land is zoned for agriculture,
therefore, watershed processes and stressors from outside the project limits are likely to remain
consistent throughout the implementation, monitoring, and closeout of this project.
Table 2: Project Attribute Table Part 2
Project Watershed Summary Information
Physiographic Province
Coastal Plain
Ecoregion
Carolina Flatwoods
River Basin
Cape Fear
USGS HUC (8-digit, 14 digit)
03030005; 03030005010010
NCDWR Sub -basin
03-06-15
Project Drainage Area (acres)
4,211
Project Drainage Area Percentage of Impervious Area
0.4%
CGIA Land Use Classification
30%wetland, 29%forested, 29%agriculture, 7%
developed, 5% shrubland
3.2 Landscape Characteristics
The Site is in the Carolina Flatwoods ecoregion of the Coastal Plain physiographic province. The Coastal
Plain geology is characterized by relatively flat terraces of primarily unconsolidated sediments and
carbonate rocks ranging in age from Cretaceous to Quaternary. These layered materials accumulated as
sediments deposited in what was once a shallow ocean or shelf along a shallow ocean. The deposits
formed in roughly parallel belts that trend southwest to northeast. The underlying geology of the site is
mapped in the Black Creek Formation (Kb) and the Cape Fear Formation (Kc), which both formed during
the Cretaceous period (NCGS, 1985). The Black Creek Formation is described as gray to black, lignitic clay
with thin plates of sand from mica and thick lenses of cross -bedded sand. The Cape Fear Formation is
described as a yellowish gray to bluish gray sandstone and sandy mudstone with red to yellowish orange
mottles that is indurate and graded with laterally continuous bedding.
Soils on site range between silty clay loamy and loamy sands. They are deep to very deep soils. The well
drained soils on site —Norfolk loamy sand, Udorthents, and Wagram loamy sand —are located along
sections of Cedar Creek Reach 1 (NRCS, 2011). The poorly drained soils on site—Chewacla loam, Dunbar
loam, Johnston loam, Lynchburg sandy loam, and Torhunta and Lynn Haven soils —are located along T1,
T2, Cedar Creek Reach 2, and sections of Cedar Creek Reach 1. Figure 7 provides a soil map of the Site.
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The deep soils and geologic structure of the region indicate no natural grade control (e.g., bedrock) will
be available. Consequently, the restoration design will include constructed grade control.
A soil scientist took preliminary sediment core samples within the pond bed that became exposed with
the breach of the dam to determine sediment composition. The layers of sediment deposits consist of
silt clay, sandy clay loam, sand, and loams. There were also lenses of clay at various depths. Possible
historical deltas were found at depths of 11-48 inches with buried wood found at 36 inches. Rounded
pebbles indicating a possible historic stream bed were found at 36 inches of depth. A boring location
map and descriptions are located in Appendix 4.
3.3 Project Resources
The site includes lands that have been historically used as a mill pond, for row crop production, and for
silviculture. Topography is typical of the coastal plain, with gentle, unconfined alluvial valleys. Three
sand bed, perennial streams are located on site: Cedar Creek, T1 and T2. Both T1 and T2 drain to Cedar
Creek. The majority of Cedar Creek within the project limits was ponded since pre-1951. The dam is an
18-foot tall earthen dam with an open orifice primary outlet structure and an overflow spillway. The
dam failed during Hurricane Matthew in 2016 via the emergency spillway. The spillway eroded 13
vertical feet on the right side of the pond. The spillway was repaired, and then failed again during
Hurricane Florence in 2018. Since the second failure it has not been rebuilt and Cedar Creek passes
through the eroded spillway and flows parallel (west to east) to the old dam before re -connecting to the
original outfall. The drained pond bed has now developed riparian wetlands, similar to the rest of the
site. The following sections describe stream and wetland resources in more detail. Stream and wetland
assessment forms are located in Appendix 3 and 2, respectively.
Cedar Creek
Cedar Creek flows north to south through the property. Reach 1 was ditched and straightened between
1974 and 1993 and was pushed to the right edge of the valley. It is paralleled on the right bank by a
maintenance path and drainage ditch. It is incised and has erosion present on the majority of the banks,
indicating that it is actively widening. There is a lack of bedform diversity. Riparian buffers are located on
either side of the stream. As the stream approaches the pond bed (Reach 2), the channel that has
recently formed since the dam failure winds through the pond sediment deposits in the center of the
valley before paralleling the dam both upstream of the breach and downstream of the breach. There is a
high likelihood the breach will cause a headcut through the unconsolidated material of the pond over
time.
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T1
T1 enters the site from an agricultural field as a
straightened and ditched channel as evidenced
by overburden material on the banks. There is
poor bedform diversity without distinguishable
riffles and pools. The channel is entrenched,
preventing hydrologic connection with riparian
wetlands. There is a riparian buffer present on
either side while on the project property.
T2
T2 flows through an in -line pond upstream of the
project site and enters the project site through a
culvert on John Hall Road. The right riparian buffer
is in row crop and the left buffer is sparsely
vegetated until the confluence of Cedar Creek,
where it enters a forested wetland. The stream is
channelized, incised, and moderately entrenched.
A beaver dam was located on the stream during
the existing conditions survey and has since been
removed.
Table 3: Summary of Stream Resources
Reach Summary Information
Cedar Creek
Cedar Creek
Parameter
Reach 1
Reach 2
T1
T2
Length of Reach(If)
2,622
2,511
233
1,260
Valley Confinement
(confined, moderately
unconfined
unconfined
unconfined
unconfined
confined, unconfined)
Drainage Area (acres)
2,707
4,211
102
1,178
Perennial, Intermittent,
Ephemeral
P
P
P
P
NCDWR Water Quality
Classification
C
C
C
C
Stream Classification
Moderately
(Existing and Proposed)
entrenched G5
C5:C5
G5c:C5
G5c:C5
FEMA Classification
X
X
X
X
NCSAM Overall Score
Medium
Low
Low
Medium
Existing Wetlands
On March 11 through 13, 2019, Wildlands investigated the extent of Waters of the United States within
the project area. All jurisdictional resources were located by sub -meter GPS or conventional survey.
USACE staff approved the extent of jurisdictional resources on March 21, 2019. There are nine
jurisdictional features on -site as well as a linear conveyance and a beaver inundated area along T2 (at
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the time of delineation). Wetland determination forms representative of on -site jurisdictional areas as
well as non -jurisdictional upland areas are included in Appendix 2.
Afield assessment of existing wetland quality was conducted on April 11, 2019, with specific focus on
the wooded riparian area of Cedar Creek Reach 1. Each assessment area (7 in total) was evaluated using
the NCWAM (Figure 8). Assessment area boundaries were determined based on upland boundary or
observation of some factor which could result in different functionality from the adjacent area.
Differences in vegetation species proportion, structure, and density were primary factors distinguishing
each assessment area. A representative location was selected within each assessment area to serve as
the center of a circular 1/10t" acre plot for woody stem inventory. All woody stems with a diameter at
breast height (DBH) greater than or equal to two inches within the sample plot were an assigned to a
two-inch DBH class. Each assessment area was evaluated using the North Carolina Wetland Assessment
Methodology to assess functionality (Appendix 2).
All assessment areas scored low for the overall wetland rating, low for hydrology and water quality
functional ratings, and low to medium for habitat function ratings (Appendix 2). Cedar Creek Reach 1 is
incised such that flood flows do not access the floodplain during typical rain events. Thus, functional
benefits associated with overbank flooding have been compromised.
The bed of the recently breached pond was delineated as wetland. As it has been inundated until
recently, there is no forested vegetation and it is mainly comprised of herbaceous species. With the
breach of the dam, sediment deposited in the pond area is at a high risk for channel incision. If this
occurs, it would separate the stream hydrologically from the maturing wetland.
Table 4: Existing Wetlands Summary
Wetland Summary Information
Parameter
Wetland A
Wetland B
Wetland C
Wetland D
Size of Wetland (acres)
0.47
0.065
0.236
0.023
Wetland Type
Riparian
Riparian
Riparian
Riparian
Mapped Soil Series
Johnston loam
Johnston loam
Duplin sandy
Duplin sandy loam
loam/Johnston loam
Drainage Class
VPD
VPD
MWD/VPD
MWD
Soil Hydric Status
Yes
Yes
Yes/Yes
Yes
Source of Hydrology
Groundwater
Groundwater
Groundwater
Groundwater
Discharge
Discharge
Discharge
Discharge
Wetland Summary Information
Parameter
Wetland E
Wetland F
Wetland G
Wetland H
Size of Wetland (acres)
0.215
5.154
0.064
10.213
Wetland Type
Riparian
Riparian
Riparian
Riparian/Non-
riparian
Johnston
Udorthents,
Duplin sandy
loam/Norfolk
loamy/Dunbar
Mapped Soil Series
loam/Johnston
loamy sand/
Johnston loam
loam/Johnston
loam
Udorthents,
loam/Norfolk loamy
loamy
sand
Drainage Class
MWD/VPD
VPD/WD/WD
VPD
WD/SPD/VPD/WD
Soil Hydric Status
Yes
Yes/No/No
Yes
No/No/Yes/No
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Wetland Summary Information
Source of Hydrology
Groundwater
Groundwater
Groundwater
Groundwater
Discharge
Discharge
Discharge
Discharge
Wetland Summary Information
Parameter
Wetland I
Linear
Beaver
Conveyance
Impoundment
Size of Wetland (acres)
16.125
0.012
0.967
Wetland Type
Riparian/Non-
Riparian
Riparian
riparian
Torhunta and
Lynn Haven/
Mapped Soil Series
Wagram loamy
Duplin sandy
Johnston loam
sand/Udorthents,
loam
loamy
Drainage Class
VPD/WD/WD
MWD
VPD
Soil Hydric Status
Yes/No/No
Yes
Yes
Source of Hydrology
Groundwater
Groundwater
Surface Water Flow
Discharge
Discharge
Existing Vegetation
Using the results of the wetland assessment areas discussed above, vegetation within the riparian
wetland area of Cedar Creek Reach 1, T1, and T2 can be separated into three categories. The first
category is influenced by the beaver dam on T2, which holds water on the Cedar Creek floodplain
upstream of T2. This category is dominated by a mixture of swamp tupelo (Nyssa bifloraJ with
interspersed red maple (Ater rubrum). The second category, located in the northern section of the site,
is dominated by small diameter swamp tupelo. The third category, located directly adjacent to Cedar
Creek, is dominated by small diameter red maple interspersed with mixed diameter swamp tupelo.
Additional canopy species in all evaluated areas include swamp titi, loblolly pine (Pinus taeda),
sweetgum (Liquidambar styraciflua), American holly (Ilex apaca), and sweetbay magnolia (Magnolia
virginiana). Herbacous species in all evaluated areas include wild strawberry (Fragaria vesca), soft rush,
and haspan flatsedge (Cyperus haspan).
The floodplain of Cedar Creek Reach 2, in the recently drained pond bottom, has been primarily
colonized by soft rush. Carex species, tearthumb (Persicaria spp.), and dogfennel (Eupatorium
capillifolium) are also present, along with a few isolated water tupelo (Nyssa aquatica) trees. Red maple,
sweetgum, tulip poplar (Liriodendron tulipifera), groundsel tree (eaccharis halimifolia), and hazel alder
(Alnus serrulata) have also begun to grow in the pond bed.
At the southern tip of the conservation easement, below the existing dam, there are invasive species
including kudzu (Pueraria montana), Chinese privet (Ligustrum sinense), multiflora rose (Rosa
multiflora), and autumn olive (Elaeagnus umbellata). Chinese privet is also scattered along the north
side of T1 on the eastern edge of the easement area.
3.4 Overall Functional Uplift Potential
The primary stressors on site are incision from channelization and resulting scour, the failure of the dam
at the downstream end of the project, and a lack of riparian buffer on the southern half of the project.
These stressors led to NCSAM scores of medium and low. Without intervention, Cedar Creek will
continue to incise, which will further disconnect riparian wetland hydrology. Ultimately, functional uplift
for this Site is linked to improvement in and maintenance of hydrologic connectivity between streams
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and riparian wetlands. Additionally, establishing a riparian buffer will protect and enhance this
connectivity. Functional uplift for the site will be achieved through the following:
• Restoring degraded stream channels to reduce erosion and reconnect streams to riparian
wetlands to restore hydrologic connection.
• Remove the existing dam and providing grade control on streams to eliminate headcutting.
• Planting riparian buffers to shade streams, help stabilize streams, and promote woody debris in
system.
• Protecting the site with a conservation easement.
These project components are described in Section 5 in terms of goals, objectives, and outcomes for the
project and in greater detail in Section 6 as the project site mitigation plan.
3.5 Site Constraints to Functional Uplift
There are a couple known Site constraints that will be addressed as part of this project. A single strand
utility distribution line runs along T2 that was used to power a now abandoned gas line that terminates
on the right bank of the channel. All infrastructure relating to this will be removed as part of this project.
Additionally, beaver activity has been observed on T2. Wildlands has contracted with the U.S.
Department of Agriculture to remove beavers. There are no proposed stream projects within the project
limits and no other known constraints to functional uplift.
4.0 Regulatory Considerations
Table 5, below, is a summary of regulatory considerations for the Site. These considerations are
expanded upon in Sections 4.1-4.4.
Table 5: Project Attribute Table Part 4
Regulatory Considerations
Parameters
Applicable?
Resolved?
Supporting Docs?
Water of the United States -Section 404
Yes
No
PCN
Water of the United States -Section 401
Yes
No
PCN
Endangered Species Act
Yes
Yes
Appendix 5
Historic Preservation Act
Yes
Yes
Appendix 5
Coastal Zone Management Act
No
No
N/A
FEMA Floodplain Compliance
No
N/A
N/A
Essential Fisheries Habitat
No
N/A
N/A
4.1 401/404
Care has been taken to design the streams to remain hydrologically connected to existing wetlands on -
site, while minimizing impacts to those wetlands. The majority of floodplain grading will be considered a
temporary impact to wetlands as hydrologic connectivity is anticipated to improve after channel
restoration, and vegetation will be re-established. Any wetlands within the conservation easement and
outside of the limits of disturbance will be flagged with safety fence during construction to prevent
unintended impacts. This will be noted in the final construction plans on the Erosion and Sediment
Control Plan and Detail plan sheets, as well as in the project specifications.
Table 6 estimates the anticipated impacts to wetland areas on this project. Final impacts will be
provided in the Pre -Construction Notification, after proposed floodplain grading has been completed,
and will more accurately quantify these data. The numbers below reflect a conservative estimate of
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potential impacts. Figure 9 shows the locations of preliminary, anticipated impacts. The Pre -
Construction Notification, including this data, will be provided to the IRT in the Final Mitigation Plan.
Table 6: Estimated Impacts to Project Wetlands
Jurisdictional
Feature
Classification
Acreage
Permanent (P) Impact
Temporary (T) Impact
Type of
Impact Area
Type of
Impact Area
Activity
(acres)
Activity
(acres)
Wetlands A -I,
Beaver
Riparian
Conversion
Floodplain
Impoundment,
34.4
to Stream
1.7
9 5
linear
Riverine
Resource
Grading
conveyance.
4.2 Threatened and Endangered Species
Wildlands utilized the US Fish and Wildlife Service's (USFWS) Information for Planning and Consultation
(IPaC) and the NC Natural Heritage Program (NHP) databases to search for federally listed threatened
and endangered plant and animal species in Cumberland County, NC. Three animal and four plant
species identified as threatened or endangered are currently listed near the project area on IPaC (Table
7). The NHP also lists over 30 rare and watch list plant and animal species within Cumberland County.
Table 7: Listed Threatened and Endangered Species in Cumberland County, NC
Species
Federal Status
Common Name
Scientific Name
American alligator
Alligator mississippiensis
Threatened (Similarity of
Appearance)
Red -cockaded woodpecker
Picoides borealis
Endangered
Saint Francis' satyr butterfly
Neonympha mitchellii francisci
Endangered
American chaffseed
Schwalbea americana
Endangered
Michaux's sumac
Rhus michauxii
Endangered
Pondberry
Lindera melissifolia
Endangered
Rough -leaved loosestrife
Lysimachia asperulaefolia
Endangered
A pedestrian survey of the site was performed on October 3, 2019. No suitable habitat and/or individual
federally listed species of American Alligator, Saint Francis' satyr butterfly, American chaffseed, or
rough -leaved loosestrife were identified in the project area. Suitable habitat was found for the red -
cockaded woodpecker, pondberry and Michaux's sumac but no individuals of any of the federally listed
species were found. Wildlands concludes the project may affect but is not likely to adversely affect the
red -cockaded woodpecker and the project will have no effect on pondberry and Michaux's sumac.
The USFWS reviewed the prospectus for this project and responded on December 6, 2018, stating "the
Service currently has no objections...to the project" but would like to reserve their concurrence with the
USACE determination of "no effect" until after they are able to review the mitigation plan. A letter
requesting review and comment was also sent to the NC Wildlife Resources Commission (NCWRC) on
August 31, 2019. The NCWRC had not responded as of the submittal of this mitigation plan.
Correspondence is included in Appendix 5.
4.3 Cultural Resources /Conservation Lands /Natural Heritage Areas
The National Heritage Program Database was searched for all sites listed on the National Register with
the State Historic Preservation Office (SHPO), natural heritage areas, and managed areas within a 5-mile
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radius of the project location. There are three Historic Preservation areas listed, the closest is the Cedar
Creek Fire Lookout Tower at 1.8 miles. Due to distance, the lookout tower, Maxwell House, and
Stedman Historic District will not be impacted by the project. SHPO reviewed the project prospectus and
responded in a letter dated December 28, 2018 stating they are "aware of no historic resources which
would be affected by the project". There are also two natural heritage areas and one managed area
within five miles of the Site, but none are contiguous with the project location (Figure 1). According to
the research and based on the response from SHPO, no historic resources or natural heritage areas will
be affected by this project. For regulatory communication, please refer to Appendix 5.
4.4 FEMA Floodplain Compliance and Hydrologic Trespass
The Site is represented on the Cumberland County Flood Insurance Rate Map Panel 0464. The entirety
of the site is mapped as Zone X with minimal flood risk. Zone X is an area outside the 500-year storm
and protected by levee from the 100-year storm. The streams are not modeled. Wildlands will
coordinate with the Cumberland County floodplain administrator to obtain the appropriate floodplain
development permit for the project.
5.0 Mitigation Site Goals and Objectives
The overall goal of the project is to improve stream and riparian wetland function through stream
restoration and riparian buffer re -vegetation. Project goals have been set in order to achieve the
functional uplift outlined in Section 3 and alleviate the watershed stressors. The project goals and
related objectives are described in Table 8.
Table 8: Mitigation Goals and Objectives
Goal
Objective
Expected Outcomes
Reconnect channels with
Reconstruct stream channels with
Allow more frequent flood flows to
floodplains and to allow a
designed bankfull dimensions and
disperse on the floodplain. Support
natural flooding regime.
depth based on reference reach data.
geomorphology and higher -level
functions.
Construct stream channels that will
Improve the stability of
maintain stable cross -sections,
Reduce sediment inputs from bank
stream channels.
patterns, and profiles over time.
erosion. Reduce shear stress on
Restore profile to remove dam breach
channel boundary.
headcut.
Reduce sediment inputs from bank
Plant native tree and understory
erosion and runoff. Increase
Restore and enhance
species in riparian zones and plant
nutrient cycling and storage in
native floodplain and
native shrub and herbaceous species
floodplain. Provide riparian habitat.
streambank vegetation.
on streambanks. Treat invasive species
Add a source of LWD and organic
within project area.
material to stream. Support all
stream functions.
Install habitat features such as
Increase and diversify available
constructed riffles, lunker logs, and
habitats for macroinvertebrates,
brush toes into restored/enhanced
fish, and amphibians leading to
Improve instream habitat.
streams to promote habitat variability
colonization and increase in
and pool formation. Add woody
biodiversity over time. Add
materials to channel beds. Improve
complexity including LWD to the
aquatic organism passage by removing
vertical headcut at dam breach.
streams.
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Goal
Objective
Expected Outcomes
Protect Site from encroachment on
Permanently protect the
Establish conservation easements on
the riparian corridor and direct
Site from harmful uses.
the Site.
impact to streams and wetlands.
Support all stream functions.
6.0 Design Approach and Mitigation Work Plan
6.1 Design Approach Overview
The design approach (Figure 10) for this site was developed to maximize functional uplift and meet the
goals and objectives described in Section 5. Cedar Creek, T1, and T2 are proposed as stream restoration.
Restoration activities will include moving channels to the center of the valleys and establishing new
planform, cross -sections, and profiles specific to the reaches. The table below summarizes the primary
impairments to each stream reach and the proposed restoration activity.
Table 9: Functional Impairments and Restoration Approach
Resource
Reaches)
Primary Stressors/Impairments
Restoration
Approach
Cedar
Straightened and moved to valley wall, lack of full riparian buffer,
Creek
1 2
lack of habitat, previously impounded.
Restoration
Ditched and straightened, lack of habitat, incising to reach Cedar
T1
-
Creek
Restoration
Ditched and straightened, lack of habitat, incising to reach Cedar
T2
-
Creek, Beaver Ponds
Restoration
6.2 Reference Streams
Reference reaches were chosen to inform the design because of their similarities to the Site streams
including drainage area, valley slope, morphology, and bed material. They were also chosen for their
examples of pool formation using woody debris in low slope conditions. Cedar Creek, directly upstream
of the project limits, was used as the primary reference for Cedar Creek on site. This stream flows
through a wooded area for over 5,000 ft and has stable plan form, dimension, and profile. Six other
reference reaches were identified for the Site and used to support the design of T1 and T2 (Figure 11)
and the overall design discharge analysis. Geomorphic parameters for these reference reaches are
summarized in Appendix 4 (except for reference reaches only used for discharge analysis). A brief
description of each reference reach is included in Table 10.
Table 10: Stream Reference Data Used in Development of Design Parameters
Reference
Stream
Used on
Landscape Position
Chosen For
Used For
Reach
Type
streams
Stable reference condition
Q,
Cedar
Wide flat alluvial
directly upstream of project.
Dimension,
E5
Cedar Creek
Creek
valley
Over 1-mile worth of reference
Pattern,
condition.
Profile
Headwater, low
Sandbed with examples of woody
Q,
Cedar Creek
slope, alluvial valley.
debris structures. Similar
Dimension,
Still Creek
E5
(Q only), T1,
Flowing into larger
landscape position and valley
Pattern,
mainstem
slope ranges
Profile
T2
Scout
E5/C5b
Headwater, steeper
Similar region to site with same
Q
T1, T2
West 1
tributary (�2.6%),
controlling hydrology
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Reference
Stream
Landscape Position
Chosen For
Used For
Used on
Reach
Type
streams
flowing into broad
flat mainstem
Sandbed with examples of woody
Q
Scout
Wide, low slope
debris pool structures, pattern,
Dimension,
Cedar Creek
E5
(Q only), T1,
West 2
alluvial valley.
and similar landscape position to
Pattern,
tributaries
Profile
T2
Headwater, steeper
Scout
tributary (�4.3%),
Similar region to site with same
East 1
E5b
flowing into broad
controlling hydrology
Q
T1, T2
flat mainstem
nsion,
Cedar Creek
Scout
E5
Wide, low slope,
Channel slope, size, and pattern,
Dim
(Q only), T1,
East 2
alluvial valley
and habitat structures
Pattern,
Profile
T2
Channel dimensions landscape
4'
Cedar
Johanna
E5/C5
Wide, low slope,
position, habitat structures,
Dimension,
Creek, T1,
Creek
alluvial valley
pattern, slope
pattern,
T2
Profile
6.3 Design Channel Morphological Parameters
A combination of reference reach data and designer experience was used to develop design parameters
for streams on site. Key morphological parameters are summarized in tables below and extended
parameter tables can be found in Appendix 4.
Table 11: Summary of Morphological Parameters for Cedar Creek
Existing Parameters
Reference Parameters
Proposed Parameters
Parameter
Cedar Creek
Cedar Creek
Cedar Creek
Cedar Creek
Cedar Creek
Johanna Creek
R1
R2
R1
R2
Valley Width (ft)
250 - 450
> 400
-
-
250 - 450
> 400
Contributing Drainage
Area (acres)
2707
4211
2605
576
2707
4211
Channel/ Reach
Moderately
C5
E5
E5/C5
C5/E5
C5/E5
Classification
incised GSc
Design Discharge Width
(ft)
13.2
15.8 - 19.9
11.1 - 12
9.7
18.2
16.3
Design Discharge Depth
2.2
1.5 - 1.7
1.8
0.8
1.5
1.4
(ft)
Design Discharge Area
(ft2)
20.6
26.5 - 29.3
18.9 - 22.2
7.2 - 7.8
27.9
22.6
Design Discharge
Velocity (ft/s)
2 3
1.7 - 1.8
3.9 - 4.0
1.8 - 1.9
1.9
3.2
Design Discharge (cfs)
47.3
47.1- 49.0
57.0 - 68.0
14.0
51.0
71.8
Water Surface Slope
0.002
0.001
0.005
0.0022
0.0015
0.005
Sinuosity
1.04
1.10
1.20
1.23
1.18
1.23
Width/ Depth Ratio
6.6
10.5 - 11.7
6.5 - 6.6
10.1 - 19.7
12
12.0
Bank Height Ratio
3.2
1.0 - 1.3
1.0
1.0
1.0
1.0
Entrenchment Ratio
1.7
3.8 - 5.0
> 2.2
> 2.2
> 2.2
> 2.2
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Table 12: Summary of Morphological Parameters for T1 and T2
Existing
Reference Parameters
Proposed Parameters
Parameters
Parameter
Cedar
Scout
Stout
Scout
Still
T1
T2
T1
T2
Creek
East 2
West 1
West 2
Creek
Valley Width (ft)
> 400
> 200
-
-
-
-
-
> 400
> 200
Contributing
Drainage Area
102
1178
2605
429
38
218
224
102
1178
(acres)
Channel/ Reach
G5c
G5c
E5
E5
E/C5b
E5
ES
C5/E5
C5/E5
Classification
Design Discharge
Width(ft)
5.3
9.5
11.1-12
4.7-6.1
2.6-6.3
5.6-7.6
6.8-8.0
6.8
14
Design Discharge
Depth(ft)
0.5
1.1
1.7-1.8
1.1-1.3
0.3-0.5
0.7-1.0
0.7-1.0
0.6
1.2
Design Discharge
18.9 -
Area(ft2)
2.5
10.9
222
6.0-6.9
1.2-2.0
5.3-5.4
5.7-6.7
3.8
17.1
Design Discharge
Velocity (ft/s)
1.9
3.1
3.0-3.1
2.5 - 2.9
1.3 - 2.3
1.2
1.2
1.6
1.8
Design Discharge
57.0 -
(cfs)
4.7
33.4
68 0
17.5
2.6
6.4
7.3
6.0
31.5
Water Surface Slope
0.006
0.005
0.005
0.0168
0.026
0.004
0.0066
0.004
0.002
Sinuosity
1.01
1.00
1.20
1.17
1.12
1.25
1.33
1.10
1.27
Width/ Depth Ratio
11.3
8.3
6.5 - 6.6
3.6 - 5.4
5.4
5.7 - 11
7.4 - 11.3
12.0
12
19.9
Bank Height Ratio
4.5
2.1
1.0
1.0
1.1- 1.3
1.1- 1.2
1.0
1.0
1.0
Entrenchment Ratio
1.1
1.3
> 2.2
> 2.2
> 2.2
> 2.2
> 2.2
> 2.2
> 2.2
6.4 Design Bankfull Discharge Analysis
The primary design goal for restoration reaches on site is to hydraulically connect the reaches to their
existing floodplains to prevent continued incision along Site streams. This means selecting a design
discharge that allows for frequent overbank events. Multiple methods were used to develop design
discharges for restoration reaches, including published regional curve data (Doll et al. 2003), reference
reach data, and existing bankfull indicators. Additionally, Wildlands performed a regional flood
frequency analysis using U.S. Geological Survey (USGS) gage sites, Results are shown in Table 13 and
illustrated in Figure 12.
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Table 13: Summary of Design Discharge Analysis
Cedar
Creek R1
Cedar
Creek R2
T1
T2
DA (acres)
2707
4211
102
1178
DA(sq. mi.)
4.23
6.58
0.16
1.84
NC Rural Coastal Plain Regional Curve (cfs)
47
64
4
26
Wildlands Regional USGS Flood
Frequency Analysis (cfs)
1.2-year
event
44
57
7
28
1.5-year
event
64
80
12
42
Site Specific Reference Reach Curve (cfs)
51
69
5
29
Manning's Equation from Surveyed
XS (cfs)
XS2
68
XS3
33
XS5
56
XS6
5
XS9
49
Design Q
51
69
6
29
The results of the discharge analysis provided a range of discharge values. As illustrated in Figure 12, the
most concurrence was found between values for the site -specific reference reach curve, the Wildlands
regional flood frequency analysis 1.2-year storm, and the Mannings' values from on -site bankfull
indicators. The final design values are generally in line with the site -specific reference reach curve.
6.5 Sediment Transport Analysis
Wildlands performed a qualitative assessment of sediment supply and sources in the project watershed
using past, current, and projected future land use conditions from the National Land Cover Database
(NLCD), historic and current aerial photography, and future county zoning maps. For a description of the
historic land uses and changes in land use in the watershed, refer to Section 3.2.
Runoff from agricultural fields is a likely consistent contributor of sediment supply to all project streams
and erosion from logging is an episodic contributor. Off -site, Cedar Creek exhibits little streambank
erosion and the stream itself is not likely contributing to the sediment load. However, T1 is actively
incising and widening upstream of the site and contributing sediment downstream. The pond above T2
acts as a sediment trap, though it may periodically flush sediment during large enough storm events (i.e.
hurricanes).
The prominent sediment source within the site is stream bank erosion that is exhibited on all project
reaches. Despite this contribution, and sediment sources upstream, there are no signs of aggradation
within the site streams, indicating that streams are prone to degradation with the current sediment
IoadsA competence analysis was performed using shear stress as calculated by the Shields (1936) and
Andrews (1984) equation described by Rosgen (2001). The results of the competence analysis are shown
in Table 14.
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Table 14: Results of Competence Analysis
Cedar Creek
Reach 1
Cedar Creek
Reach 2
T1
T2
Design Abkf (sq ft)
27.9
22.6
3.8
17.1
Design Wbkf (ft)
18.2
16.3
6.8
14.0
Design Dbkf (ft)
1.50
1.4
0.60
1.20
Design Schan (ft/ft)
0.0015
0.0050
0.0040
0.0020
Design Bankfull Velocity (fps)
1.9
3.2
1.6
1.8
Bankfull Shear Stress, t (Ib/sq ft)
0.14
0.41
0.13
0.15
Movable particle size (mm)
9.9
31.0
9.6
10.4
Largest particle from sediment
sample (mm)
95
95
(inundated during
study)
The competence analysis was used to guide channel plan, pattern, profile, and material sizing. Site
streams are predominately sandbed with interspersed gravel. Cedar Creek Reach 1, T1, and T2 have low
valley slopes and overall channel slopes. To ensure adequate sediment transport competence was
maintained, reaches were designed with longer pools and shorter riffles. This increased localized
velocities at the stream riffles. The competence analysis on these reaches indicated reaches could
transport medium sized gravel, but not the maximum particle size. Knowing localized shear stresses
could be higher based on individual riffle velocities, the bed material will be sized to pass sand and small
gravels, with the D50 and Dmax being similar to existing conditions. Additionally, since the site is prone
to degradation, design will include threshold structures to prevent head cuts from forming and
migrating. Such structures will include log drops, constructed riffles with rock, and combinations of the
two.
6.6 Project Implementation
6.6.1 Cedar Creek Reach 1 and T1
Cedar Creek Reach 1 and T1 will be restored using a Priority 1 restoration approach. Streams will be
reconnected with an active floodplain and the channels will be reconstructed with stable dimension,
pattern, and profile that will transport the water and sediment delivered to the system. Streams will
meander through their natural valleys, restoring pattern to previously straightened and ditched systems.
The ditch parallel to the maintenance path on the right floodplain of Cedar creek will be filled and water
directed into Reach 1. Reach 1 is a very flat section of the project. The cross-section for this reach is
larger than upstream or downstream to accommodate the slow down in water through this reach.
Likewise, as discussed in the Sediment transport sections, pools were designed flat to allow for grade
drop over riffles. Stream structures in this reach are placed primarily for habitat formation and
maintenance as there is low shear stress. Woody material will be incorporated as much as possible to
mimic conditions found in the reference reach upstream.
T1 is a very short reach connecting to cedar Creek Reach 1. It will have a grade control structure at the
top to prevent headcuts moving off property in the future.
Cedar Creek Reach 2
Over 300 linear feet of dam at the downstream end of Cedar Creek will be removed and Cedar Creek
and its floodplain will be lowered along Reach 2 to remove legacy sediment and tie the channel in to the
downstream bed elevation. The stream will begin cutting down at the head of Cedar Creek Reach 2 and
continue at a relatively consistent slope until it meets the stream below the dam. A floodplain will be
excavated from the legacy sediment that is a minimum of twice the belt width of the channel and allows
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the stream to meander without the floodplain itself meandering. The valley slopes will be gentle to form
a U-shape valley.
Borings were taken by a licensed soil scientist in a grid across the old pond bed (figure and report in
Appendix 4). Information in these borings was used to identify soil characteristics at the proposed
floodplain elevation. From the confluence with T2 to approximately Station 141+00 (approximately
1,500 Linear Feet), floodplain cut ranges from zero to four feet in depth. The soil characteristics at depth
of cut are clay (boring A4), sandy clay (boring B13), and sand (boring B14). The cut increases to four to
six feet between Station 141+00 and 148+50 (just upstream of the dam). At station 146+00 (boring B6)
the depth of cut is at the approximate location of the historic stream bed. The soil characteristics at
depth of cut in this section range from silt clay (boring B5), coarse sand/loamy sand (boring A3), to
loamy sand (boring Al and B15).
Soil fertility tests were taken at boring locations marked with an "A" to determine rates of amendments
necessary for plant growth, and alternatively, the recommendation to harvest a layer of cut with higher
fertility to be placed as topsoil within the proposed floodplain to promote the best growth of
vegetation. The top layer of soil may be used, or some underlying layer, as this is all soil deposited
behind the dam.
Structures along Cedar Creek Reach 2 are chosen for both grade control and habitat needs. This reach
contains more Angled Log riffles and Angled Log Drops along to prevent headcutting through the legacy
sediment. These structures also aid in the formation and maintenance of pools. Brush toe will be used
on the banks to provide protection from shear stress as well as shelter for fish.
T2
T2 will be a shallow Priority 2 restoration with cut averaging one foot in depth along the reach. The large
culvert under the road prohibits raising the stream any further. The floodplain will be over twice the
beltwidth of the stream, with a gentle U-shape valley slopes to reach the existing grade. The previously
straightened stream will be meandered through the existing valley. Utilities along this reach will be
decommissioned and infrastructure removed, as previously mentioned. Structures along this reach will
be primarily habitat driven, incorporating logs and woody debris to promote fish and macroinvertebrate
habitat.
6.7 Vegetation, Planting Plan, and Land Management
6.7.1 Vegetation and Planting Plan
The objective of the planting plan is to establish, over time, a thriving riparian buffer composed of native
tree species. This restored buffer will improve riparian habitat, help the restored streams stay stable,
shade the streams, and provide a source for LWD and organic material to the streams. The Site will be
planted to the extents of the conservation easement. Riparian buffers will be planted with early and late
successional native vegetation (a mixture of trees and shrubs). The specific species composition to be
planted was selected based on the community type, occurrence of species in riparian buffers adjacent to
the Site, best professional judgement on species establishment, and anticipated Site conditions in the
early years following project implementation. Species chosen for planting are listed on Sheet 3.0 of the
Draft Plans located in Appendix 9.
The riparian buffer areas will be planted with bare root seedlings. Species planted as bare roots will be
planted at 12-foot by 6-foot spacing (targeted densities after monitoring year 3 are 320 stems per acre).
In addition, streambanks will be planted with live stakes. Herbaceous plugs will be planted throughout
the site in combination with instream structures to add toe -of -slope protection for the streambanks.
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To help ensure tree growth and survival, soil amendments may be added to areas of the floodplain
throughout the Site where overburden material is removed, especially in the area previously covered by
Dudley Pond. Soil composition tests will be performed in areas of cut and appropriate amendments will
be applied based on the results. Additionally, topsoil will be stockpiled and reapplied before permanent
seeding and planting activities take place.
Invasive species on Site are present throughout the existing vegetation. At the southern tip of the
conservation easement below the existing dam, there are invasive species such as kudzu, Chinese privet,
multiflora rose, mimosa (Albizzia julibrissin), and sericea lespedeza (Lespedeza cuneata). Chinese privet
is also scattered along the north side of T1 on the eastern side of the easement area. The entire extent
of the powerline corridor has high densities of multiflora rose, Japanese honeysuckle (Lonicera
japonica), Callery pear (Pyrus calleryana), and Chinese privet.
As much existing invasive species as possible will be removed before and during construction. Post
construction, the presence and extents of invasive species will be monitored and managed. Treatment
of invasive species will continue as necessary throughout the life of the project to ensure project
stability and success of the riparian and streambank vegetation.
Additional monitoring and maintenance issues regarding vegetation can be found in Sections 9 and 10
and Appendix 6.
6.7.2 Land Management
The primary purpose of land management prior to construction is to effectively treat most invasive plant
populations on the site. Initial work took place in August 2019 treating kudzu and woody invasive plant
species in the southern tip of the easement. A large portion of the utility corridor was treated for
Japanese honeysuckle and other invasive species. The utility company sprayed >5-foot tall vegetation in
their easement summer 2019, effectively killing several Callery pear of seed -producing age classes.
All known mature mimosa and Callery pear individuals were treated prior to seed production in 2019 to
limit recruitment in soils disturbed by construction. Invasive plant populations not treated or effectively
controlled by the 2019 treatments will be monitored and treated post -construction. All other
populations of invasive plants on the site will be monitored by Wildlands and treated as necessary
during the monitoring period. Wildlands will also monitor the site for future land management issues,
such as floodplain erosion, bare areas, and boundary encroachments, that arise during the monitoring
period.
6.8 Project Risk and Uncertainties
There are no utilities crossing the project area that would require outside maintenance. The streams
have been designed with threshold riffles and additional grade control structures to prevent erosion and
headcuts within the stream channel and through the old pond bed. They will also promote movement of
sediment through the system from any unforeseen inputs due to changes in land use such as logging. As
this is a sandbed system and there is potential for logging events within the watershed, sediment pulses
are expected to move through the system that may periodically inundate stream channels. This may also
occur during large storm events (i.e. hurricanes). Channels are expected to flush out this sediment and
reform during subsequent storm events. The watershed is zoned for agriculture, so suburban and urban
development is not an anticipated change in land use. The culvert on John Hall Road, at the head of T2,
was replaced recently, so maintenance is not expected. However, the presence of the utility easement
at the top of T2 and the DOT right of way would allow access without harming any length of stream
producing stream credits.
The easement area will be clearly marked with easement markers along all sides according to standards.
The easement along the eastern side follows an existing tree line at the edge of the field, making it low
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risk for encroachment from agricultural fields. If agricultural activities do show signs of encroachment or
an area is deemed high risk for encroachment, the easement will be marked with high visibility horse
tape between the easement signs and may include six-foot. Coordination with adjacent landowners will
be done ahead of project construction to determine if extra marking is necessary to aid in their
agricultural activities. For example, if tall growing crops are planted, tall PVC may be installed along that
boundary.
The streams have been designed to not induce hydrologic trespass on neighboring properties. All ditches
within the existing floodplain will be filled or maintain positive drainage to the site. There has been
beaver activity on site on stream T2. A beaver was trapped and removed in June 2019 through an
ongoing USDA contract. USDA is scheduled to return to the site in Summer 2020 to remove additional
beavers prior to construction. The contract with USDA will remain ongoing. The site will be monitored
quarterly for beaver activities, and beaver will be removed from site when their presence is identified.
Potential maintenance activities that address these risk and uncertainties are located in Appendix 6 —
Maintenance Plan, and Section 10.2 —Long Term Management Activities.
7.0 Determination of Credits
The final stream credits associated with the Site are listed in Table 15. Stream Restoration is at a ratio of
1:1. All riparian buffers are the required minimum of 50 feet. The Wilmington District Stream Buffer
Credit Calculator (updated 1/19/2018) was used to determine final crediting for the "Additional Credit
from Extended Buffers" shown in Table 15, below. The results of the Credit Calculator are located in
Appendix 7 with the credit release schedule.
Table 15: Project Stream Assets and Credits
Mitigation
Existing
Plan
As -Built
Footage
Footage
Mitigation
Footage
Project
or
or
Mitigation
Restoration
Priority
Ratio
or
Segment
Acreage
Acreage
Category
Level
Level
(X:1)
Acreage
Comments
Cedar
Full channel restoration, planted
Creek R1
2,497
3,019
Warm
R
1
1
-
buffer, permanent conservation
easement
Cedar
Full channel restoration, planted
Creek R2
2,738
2,141
Warm
R
2
1
-
buffer, permanent conservation
easement
Full channel restoration, planted
T1
233
86
Warm
R
1
1
-
buffer, permanent conservation
easement
Full channel restoration, planted
T2
1260
1,382
Warm
R
2
1
-
buffer, permanent conservation
easement
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Stream
Riparian Wetland
Non -Rip
Coastal
Restoration Level
Warm
Cool
Cold
Riverine
Non-Riv
Wetland
Marsh
Restoration
6,628
Re-establishment
Rehabilitation
Enhancement
Enhancement I
Enhancement II
Creation
Preservation
Additional Credit
from Extended
Buffers
884
TOTAL
7,512
8.0 Performance Standards
The stream performance standards for the project will follow approved performance standards
presented in North Carolina Interagency Review Team's (NCIRT) Monitoring Requirements and
Performance Standards for Compensatory Mitigation in North Carolina (February 2013) and the
Wilmington District Stream and Wetland Compensatory Mitigation Update (NCIRT, October 2016).
Annual monitoring and routine site visits will be conducted to assess the condition of the finished
project by a qualified scientist. Specific performance standards that apply to this project are those
described in the 2016 Compensatory Mitigation Update including Vegetation (Section V, B, Items 1
through 3) and Stream Channel Stability and Stream Hydrology Performance Standards (Section VI, B,
Items 1 through 7). Table 16 summarizes performance standards.
Table 16: Summary of Performance Standards
Parameter
Monitoring Feature
Performance Standard
Dimension
Cross -Section Survey
BHR <1.2; ER >2.2 for C/E channels
Pattern and Profile
Visual Assessment
Should indicate stream stability
Photo
• Cross -Section Photos
No excessive erosion or degradation of banks
Documentation
.Photo Points
No mid -channel bars, Stable grade control
Hydrology
Transducer
Four bankfull events during the 7-year period; in separate years
MY3 success criteria: 320 planted stems per acre,
MY5 success criteria: 260 planted stems per acre, average of 7
feet in height in each plot. Subcanopy and shrub species will be
Vegetation
Vegetation Plots
disregarded for average height calculations.
MY7 success criteria: 210 planted stems per acre, average of 10
feet in height in each plot. Subcanopy and shrub species will be
disregarded for average height calculations.
Wetlands
Groundwater Well
No Performance Standard. For informational purposes only.
Invasive Species
Visual Assessment and
Invasives no more than 5% by area in easement, no kudzu.
GPS mapping
Visual Assessment
CCPV
Signs of encroachment, stream instability, invasive species
W Dudley Mill Pond Mitigation Site Final Mitigation Plan
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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. It is
important to note that in sand bed channels pools and bed forms (ripples, dunes, etc.) may migrate over
time as a natural function of the channel hydraulics. It is also of note that sand bed streams are highly
mobile and movement of the bed material during storm events is not considered a sign of instability.
This could lead to changes in pool depth from storm to storm. These sorts of bed changes do not
constitute a problem or indicate a need for remedial actions. If channel changes indicate a movement
toward stability, remedial action will not be taken.
This is a sand bed system and the nature of the bed material is not expected to change over time. No
pebble counts will be conducted for the project reaches and no performance standard is being set for
substrate.
Invasive vegetation will be mapped, photographed, and visually assessed annually. Invasive species will
be treatment by mechanical and/or chemical methods so that invasive species do not exceed 5% of the
easement acreage and that there is no presence of kudzu. All herbicide applications will be performed in
accordance with the NC Department of Agriculture rules and regulations.
9.0 Monitoring Plan
The Site monitoring plan has been developed to ensure that the required performance standards are
met, and project goals and objectives are achieved. Table 17, below, describes how the monitoring plan
is setup in order to verify project goals and objectives have been achieved.
Table 17: Monitoring Plan
Goal
Objective
Performance Standards
Monitoring Metric
Reconnect channels
Reconstruct stream channels
Crest gauges and/or
with floodplains and to
with designed bankfull
Four bankfull events in
pressure transducers
allow a natural flooding
dimensions and depth based
separate years within
recording flow
regime.
on reference reach data.
monitoring period.
elevations.
Entrenchment ratio over
Construct stream channels
2.2 and bank height
Improve the stability of
that will maintain stable
ratio below 1.2 with
Cross-section
stream channels.
cross -sections, patterns, and
visual assessments
monitoring and visual
profiles over time.
showing progression
inspections.
towards stability.
210 planted stems per
One hundred square
Plant native tree and
acre at MY7. Interim
meter vegetation
Restore and enhance
understory species in
survival rate of 320
plots will be placed
native floodplain and
riparian zones and plant
planted stems per acre
on 2% of the planted
streambank vegetation.
native shrub and herbaceous
at MY3 and 260 at MYS.
area of the project
species on streambanks.
Trees in each plot must
and monitored
average 7 ft at MY5 and
annually.
10 ft at MY7.
W Dudley Mill Pond Mitigation Site Final Mitigation Plan
Page 19 May 2020

Goal
Objective
Performance Standards
Monitoring Metric
Install habitat features such
as constructed riffles, lunker
logs, and brush toes into
There is no required
Improve instream
restored/ enhanced streams.
performance standard
N/A
habitat.
Add woody materials to
for this metric.
channel beds. Construct
pools of varying depth.
Visually inspect the
perimeter of the Site
Permanently protect
Establish conservation
Prevent easement
to ensure no
the Site from harmful
easements on the Site.
encroachment.
easement
uses.
encroachment is
occurring.
9.1 Monitoring Components
Project monitoring components are listed in more detail in Table 18. Approximate locations of the
proposed monitoring components are illustrated in Figure 13.
Table 18: Monitoring Components
Quantity/ Length by Reach
Parameter
Monitoring Feature
Cedar
Cedar
Frequency
Notes
Creek
Creek
T1
T2
R1
R2
Riffle Cross -sections
3
2
N/A
2
Year 1 2 3
Dimension
5, and 7
1
Pool Cross -sections
3
2
N/A
1
Pattern
Pattern
N/A
N/A
Profile
Longitudinal Profile
N/A
N/A
2
Hydrology
Crest Gage
1
N/A
N/A
1
Quarterly
3
Vegetation
CVS Level 2
21 Fixed; 5 Random
Year 1, 2, 3,
4
5,and7
Wetlands
Groundwater Well
4
5
Visual
Yes
Semi -Annual
Assessment
Exotic and
nuisance
Semi -Annual
6
vegetation
Project
Semi -Annual
7
Boundary
Reference
photographs
19
Annual
Photos
1. Cross -sections will be permanently marked with rebar to establish location. Surveys will include points measured
at all breaks in slope, including top of bank, bankfull, edge of water, and thalweg.
2. Pattern and profile will be assessed visually during semi-annual site visits. Longitudinal profile will be collected
during as -built baseline monitoring survey only, unless observations indicate lack of stability and profile survey is
warranted in additional years.
3. Crest gages will be inspected and downloaded quarterly. Transducers will be set to record stage once every 3
hours.
4. Vegetation monitoring will follow CVS protocols.
W Dudley Mill Pond Mitigation Site Final Mitigation Plan
Page 20 May 2020

5. Groundwater well data will be collected for informational purposes only. Results are not tied to success criteria nor
stream crediting.
6. Locations of exotic and nuisance vegetation will be mapped.
7. Locations of vegetation damage, boundary encroachments, etc. will be mapped.
10.0 Long -Term Management Plan
10.1 Ownership and Long-term Manager
The Site will remain in private ownership, protected in its entirety, and managed under the terms
detailed in the conservation easement. Unique Places to Save (UP2Save) will serve as the Grantee and
long-term manager and will be the party responsible for long-term management. The conservation
easement will be transferred to UP2Save prior to the initial credit release.
UP2Save is a 501c3 non-profit organization that is committed to land conservation through sustainable
planning and management. UP2Save has the ability, both logistically and financially, to monitor and
enforce the provisions of the conservation easement and long-term management plan. The organization
operates in a sustainable manner to facilitate operations well into the future. UP2Save has been
approved to serve as the easement holder and long-term manager on several mitigation banks in North
Carolina, including Falling Creek and Box Creek projects. Additional qualifications and UP2Save's annual
report can be provided upon request.
10.2 Long -Term Management Activities
Prior to the initial credit release and following authorization of the Mitigation Banking Instrument, the
Site will be protected in perpetuity with a conservation easement. Following the issuance of the close-
out letter (i.e., final determination of success), long-term management activities will be conducted to
ensure the Site remains perpetually monitored. The long-term manager will be responsible for
inspecting the Site annually, conducting the long-term management activities described below, and
rectifying identified deficiencies as necessary. The restrictions and long-term management
responsibilities will convey with the land, should the property be transferred in the future. The long-
term manager will be responsible for periodic inspection of the Site to ensure that the restrictions
documented in the recorded easement are upheld.
Table 19: Long -Term Management Plan
Long -Term
Management Activity
Long -Term Manager Responsibility
Landowner Responsibility
The landowner shall report damaged or
Signage will be installed
missing signs to the long-term manager,
and maintained along
The long-term steward will be
as well as contact the long-term manager
the Site boundary to
responsible for inspecting the Site
if a boundary needs to be marked, or
denote the area
boundary and for maintaining or
clarification is needed regarding a
protected by the
replacing Signage to ensure that the
boundary location. If land use changes in
recorded conservation
conservation easement area is clearly
future and fencing is required to protect
marked.
the easement, the landowner is
easement.
responsible for installing appropriate
approved fencing.
Dudley Mill Pond Mitigation Site Final Mitigation Plan
Page 21 May 2020

Long -Term
Management Activity
Long -Term Manager Responsibility
Landowner Responsibility
The long-term manager will be
responsible for conducting annual
The Site will be
inspections and for undertaking actions
protected in its entirety
that are reasonably calculated to swiftly
The landowner shall contact the long-term
and managed under the
correct the conditions constituting a
manager if clarification is needed
terms outlined in the
breach. The USACE, and their
regarding the restrictions associated with
recorded conservation
authorized agents, shall have the right
the recorded conservation easement.
easement.
to enter and inspect the Site and to take
actions necessary to verify compliance
with the conservation easement.
10.3 Funding Mechanism
Anticipated long-term management activities and their associated annual cost are listed in Table 20
below. Wildlands will fund a stewardship endowment that will be managed by UP2Save. UP2Save's
endowment is designated to provide on -going revenue to support long-term management activities. The
stewardship endowment is invested to provide recurring revenue to cover the cost of anticipated annual
activities, easement defense, and violation resolution.
The level of effort for each activity is listed in hours or as a lump sum (LS). The cost per unit or labor rate
and anticipated frequency were utilized to calculate the total and annual activity cost. For example, the
steward anticipates two hours of staff time at a rate of $50 per hour to support adjacent landowner
coordination, which may consist of coordinating with current and adjacent landowners to ensure access
and maintain relationships and scheduling site visits. A conservative (lower than anticipated) rate of
return (or capitalization rate) of 4.50% and the estimated annual costs of the identified management
activities were utilized to determine the endowment funding requirement.
Table 20: Management Funding
Management Activity
Units
Hours
Cost/Unit
Frequency
Annual Cost
Annual Monitoring
Staff time for annual planning
47 ac
9
$60.00
Annual
$540.00
Staff time to address minor violations or issues
N/A
10
$600.00
Once per 10
years
$60.00
Mileage
174
N/A
$0.58
Annual
$100.92
Lodging costs
0
N/A
$100.00
Annual
$0.00
Meal costs
1
N/A
$20.00
Annual
$20.00
Sign replacement costs
10
N/A
$2.00
Annual
$20.00
Insurance
1
N/A
$100.00
N/A
$100.00
Total Annual Funding
$840.92
Capitalization Rate
3.50%
Monitoring Endowment
$24,026.29
Accepting and Defending Easement in Perpetuity
Staff time for major violations
N/A
80
$60.00
N/A
$4,800.00
Dudley Mill Pond Mitigation Site Final Mitigation Plan
Page 22 May 2020

Management Activity
Units
Hours
Cost/Unit
Frequency
Annual Cost
Legal Counsel
N/A
N/A
N/A
N/A
$10,000.00
Other Incidentals
N/A
N/A
N/A
N/A
$5,000.00
Stewardship Complexities
1
N/A
$5,000
N/A
$0.00
Monitoring Endowment
$19,800.00
Total Monitoring and Legal
Defense Endowment
$43,826.29
Rounded
$43,826
10.4 Contingency Plan
Should UP2Save be unable to fulfill the long-term management responsibilities, aplan totransfer the
responsibilities and stewardship endowment will be presented to the USACE. Long-term management
responsibilities will not be transferred unless the long-term manager receives written authorization
from the USACE.
11.0 Adaptive Management Plan
Upon completion of Site construction, Wildlands will implement the post -construction monitoring
protocols and minor remedial actions (routine maintenance) will be performed as needed for the
duration of the monitoring period. Wildlands, as the Sponsor, will notify the USACE immediately if
monitoring results or visual observations suggest a trend towards instability, major remedial actions are
needed, or that performance standards cannot be achieved. Should major remedial measures be
required, the Sponsor will submit a Corrective Action Plan and coordinate with the USACE until
authorization is secured to conduct the adaptive management activities. The Bank Sponsor is
responsible for funding and/or providing the services necessary to secure any necessary permits to
support the proposed major remedial adaptive management actions, to implement the corrective action
plan, and to deliver record drawings that depict the extent and nature of the work performed. If the
USACE determines that the Bank is not meeting performance standards or the Sponsor is not complying
with the terms of the instrument, the USACE may take appropriate actions, including but not limited to:
suspending credit sales, utilizing financial assurances, and/or terminating the instrument.
12.0 Financial Assurances
Financial assurances will be provided in the form of insurance for the activities specified in this plan. The
insurance will assure performance of construction and monitoring work to restore, enhance and/or
preserve the project aquatic resources. The principal amount of the insurance will be based on Table 21
below.
Wildlands Holdings VI, LLC will serve as the Named Insured and Nautilus Insurance Company will serve
as the insurance carrier. In the event that Wildlands Holdings VI, LLC fails to meet the conditions of the
Mitigation Plan, Nautilus may fulfill these obligations either by performing those obligations up to the
applicable annual Limits of Insurance described in the policy's Declaration Pages, or by paying such
claims) to a willing party acceptable to the USACE, who would develop a proposal to fulfill the
mitigation obligations. The insurance will stipulate that any insurance payouts be made payable to an
established third party. Unique Places to Save (UP2Save) is to serve as the third party for this Mitigation
Bank. At such time as funds are distributed to UP2Save, they will become a surety to the insurance.
Dudley Mill Pond Mitigation Site Final Mitigation Plan
Page 23 May 2020

Financial assurances will not be structured to provide funds to the USACE in the event of default by the
Principal (Sponsor). The USACE will be notified a minimum of 120 days prior to termination of financial
assurances. A letter from UP2Save acknowledging their third -party status is located in Appendix 8
Insurance will be phased to allow coverage through the monitoring period. Insurance covering
construction will be provided after the MBI is approved and prior to the initial credit release. The
casualty insurance will be retired upon submittal of the final as -built report to the DE. The initial term of
the insurance policy will be 12 months and will include an option to renew the policy for a term not to
exceed one year to cover site construction. The principal amount of the construction insurance will be
calculated based on the remaining cost to complete engineering, permitting, and construction activities
as described in Table 21. Note, the cost of recording easements will not be included in the construction
insurance as this process will be complete at the time the insurance is submitted to the USACE.
Following retirement of the construction insurance, insurance for annual monitoring will be utilized to
cover anticipated monitoring and adaptive management costs. Insurance will be structured to provide
continuous coverage through a single policy that will decrement in value each year according to Table
21. Annual monitoring insurance will be submitted to the USACE upon approval of each previous year
monitoring report. The principal amount of monitoring insurance is calculated based on the total
estimated costs that remains through closeout, including monitoring and maintenance activities. Table
21 lists the proposed insurance principal amounts for each monitoring year.
Table 21: Financial Assurances Table
Category
2020
2021
2022
2023
2024
2025
2026
2027
Engineering
$40,000
Legal
$7,500
Construction
$750,000
Planting
$30,000
As -Built
$15,000
Monitoring
$12,000
$12,600
$13,230
$13,892
$14,586
$15,315
$16,081
Re -grading
$0
$0
$8,000
$0
$0
$0
$8,000
Contingency
Re -Planting
$1,200
$1,200
$1,200
$1,200
$0
$0
$0
Contingency
Beaver Control
$0
$0
$1,500
$1,500
$1,500
$1,500
$1,500
Invasive
$0
$2,000
$0
$2,000
$0
$2,000
$2,000
Control
Easement
$750
$750
$750
$750
$750
$750
$750
Access Control
Corps Admin
$19,635
$2,569
$2,314
$2,007
$1,597
$1,235
$898
$507
Costs
Sub -Total
$862,135
$15,319
$17,664
$22,487
$19,739
$18,071
$20,463
$25,838
Insurance
$g62,135
$151,221
$134,486
$115,430
$88,575
$67,552
$49,421
$28,898
Principal
Monitoring Phase Insurance
W Dudley Mill Pond Mitigation Site Final Mitigation Plan
Page 24 May 2020

13.0 References
Doll, Barbara et. al. 2003. Hydraulic Geometry Relationships for Rural North Carolina Coastal Plain
Streams. NC Stream Restoration Institute, Report to NC Division of Water Quality for 319 Grant Project
No. EW20011.
Natural Resources Conservation Service (NRCS), 2011. Web Soil Survey.
http://websoilsurvey.nres.usda.�ov/app/HomePa�e.htm
North Carolina Division of Water Quality (NCDWQ). 2011. Surface Water Classifications.
http://portal.ncdenr.or�/web/wq/ps/csu/classifications
North Carolina Geological Survey (NCGS), 1985, Geologic Map of North Carolina: Raleigh, North Carolina
Department of Natural Resources and Community Development, Geological Survey Section, scale
1:500,00, in color.
North Carolina Interagency Review Team (NCIRT), 2013. Monitoring Requirements and Performance
Standards for Compensatory Mitigation in North Carolina.
North Carolina Interagency Review Team (NCIRT), 2016. Wilmington District Stream and Wetland
Compensatory Mitigation Update.
North Carolina Wetland Assessment Method. 2016. Prepared by North Carolina Wetland Functional
Assessment Team. Accessed at:
https://files.nc.�ov/ncdeq/Water%20Quality/Environmental%20Sciences/ECO/Wetlands/NC%20WAM
%20User%20Manual%20v5.pdf
Rosgen, D. L. 1994. A classification of natural rivers. Catena 22:169-199.
Rosgen, D.L. 2001. A stream channel stability assessment methodology. Proceedings of the Federal
Interagency Sediment Conference, Reno, NV, March 2001.
Shields, D. F., Copeland, R. R, Klingman, P. C., Doyle, M. W., and Simon, A. 2003. Design for Stream
Restoration. Journal of Hydraulic Engineering 129(8): 575-582.
United States Army Corps of Engineers. 2005. Information Regarding Stream Restoration With Emphasis
on the Coastal Plain. US Army Corps of Engineers, Wilmington District, Regulatory Division And North
Carolina Department of Environment and Natural Resources, Division of Water Quality. Accessed at:
https://files.nc.�ov/ncdeq/Water%20Quality/Surface%20Water%20Protection/401/Public%20Notices
/PN 12 05 CoastalPlainSTreamMiti�ationFinalDraftPolicyNov28.pdf
United States Army Corps of Engineers Routine On -Site Determination Method presented in the 1987
Corps of Engineers Delineation Manual, the subsequent Atlantic and Gulf Coastal Plain guidance
United States Army Corps of Engineers. 2018. Wilmington District Stream Buffer Credit Calculator.
W Dudley Mill Pond Mitigation Site Final Mitigation Plan
Page 25 May 2020

Appendix 1
Site Protection Instrument

Appendix 2
Approved JD and Supporting USACE Forms

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-02160 County: Cumberland U.S.G.S. Quad: NC- Autrwille
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: Wildlands Engineering
Win Taylor
Address: 497 Bramson Court, Suite 104
Mount Pleasant, SC 29464
Telephone Number: 843.277.6221
E-mail: wtaylor(a�wildlandseng.com
Size (acres) 101 Nearest Town Fayetteville
Nearest Waterway Cedar Creek River Basin Cape Fear
USGS HUC 03030005 Coordinates Latitude: 34.962442
Longitude:-78.749761
Location description: The proiect area is located along a stream segment of Cedar Creek, including the former Dudley Pond
area, that is north-northwest of Stedman -Cedar Creek Road, east of Culbreth Road, and west of John Hall Road in
Fayetteville, Cumberland County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appear to be waters, including wetlands on the above described project area/property, that maybe subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 8/7/2019. Therefore
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that maybe subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination maybe relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.

SAW-2018-02160
❑ The waters, including wetlands on your prof ect area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination maybe relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (LAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Emily Greer at 910.251.4567 or
emilv.c.greer(a� usace.army.mil.
C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 11/12/2019.
D. Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official:
GREER.EMILY.C.1385325300 Datea2019.11e1216: 3E36 0500'C.1385325300
Date of JD: 11/12/2019 Expiration Date of JD: Not applicable

SAW-2018-02160
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Property Owner:
Ramlonghorn, LLC
Brian Golson
Address:
2104 Island Wood Road
Austin, TX 78733
Telephone Number:
704.332.7754
Property Owner: Steven and Georgians Lawrence
Address: 4889 Caterwaul Lane
Fayetteville, NC 28312
Telephone Number: 919.308.3068
Property Owner: Ralph and Shelby Strickland
Address: 2354 Cedar Creek Road
Fayetteville, NC 28312
Telephone Number: 910.850.7426

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
A licant: Wildlands En ineerin ,Win Ta for File Number: SAW-2018-02160 Date: 11/12/2019
Attached
is:
See Section below
❑
INITIAL PROFFERED PERMIT Standard Permit or Letter of ermission
A
❑
PROFFERED PERMIT Standard Permit or Letter of ermission
B
❑
PERMIT DENIAL
C
❑
APPROVED JURISDICTIONAL DETERMINATION
D
®
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I -The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information maybe found at or http://www.usace.army.miUMissions/CivilWorks/Re ugulatoryPro,gramandPermits.aspx
or the Co s re ulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION II -REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Phillip Shannin, Administrative Appeal Review Officer
Attn: Emily Greer
CESAD-PDO
Wilmington Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room 1OM15
69 Darlington Avenue
Atlanta, Georgia 30303-8801
Wilmington, North Carolina 28403
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of an site investi ation, and will have the o ortuni to artici ate in all site investi ations.
Date:
Telephone number:
Si ature of a ellant or a ent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Emily Greer, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 11/12/2019
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Wildlands Engineering, Win Taylor, 497 Bramson
Court, Suite 104, Mount Pleasant, SC 29464
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Wildlands Cape Fear OS Umbrella
Mitigation Bank -Dudley Pond -John Hutton, SAW-2018-02160
D. PROJECT LOCATIONS) AND BACKGROUND INFORMATION: The project area is located along a stream
segment of Cedar Creek, including the former Dudley Pond area, that is north-northwest of Stedman -Cedar Creek Road,
east of Culbreth Road, and west of John Hall Road in Fayetteville, Cumberland County, North Carolina.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Cumberland City: Fayetteville
Center coordinates of site (lat/long in degree decimal format): Latitude: 34.962442 Longitude:-78.749761
Universal Transverse Mercator:
Name of nearest waterbody: Cedar Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
® Office (Desk) Determination. Date: November 12, 2019
® Field Determination. Date(s): March 11, 2019
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Estimated amount of
Type of aquatic
Geographic authority to
Latitude (decimal
Longitude (decimal
aquatic resources in
resources (i.e.,
which the aquatic resource
Site Number
degrees)
degrees)
review area (acreage
wetland vs. non-
"may be" subject (i.e.,
and linear feet, if
wetland waters)
Section 404 or Section
applicable
10/404)
See
Attached
1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review
area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an
approved JD (AJD) for that review area based on an informed decision after having discussed the
various types of JDs and their characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General
Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or
requests verification for anon -reporting NWP or other general permit, and the permit applicant has
not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit
applicant has elected to seek a permit authorization based on a PJD, which does not make an official
determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD
before accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being required or
different special conditions; (3) the applicant has the right to request an individual permit rather than
accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant
can accept a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary; (5)

undertaking any activity in reliance upon the subject permit authorization without requesting an AJD
constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g.,
signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area
affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such
jurisdiction in any administrative or judicial compliance or enforcement action, or in any
administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD
or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual
permit (and all terms and conditions contained therein), or individual permit denial can be
administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic jurisdiction exists over
aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic
resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be"waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the
review area that could be affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Ficure 3. Site map dated August 7, 2019.
® Data sheets prepared/submitted by or on behalf of the PJD requestor.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
® USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale &quad name: L24k, Cedar Creek and Autryville, NC
® Natural Resources Conservation Service Soil Survey. Citation: NRCS Web Soil Survey
®National wetlands inventory map(s). Cite name: USFWS Online Wetland Mapper
❑State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is:
(National Geodetic Vertical Datum of 1929)
®Photographs: ®Aerial (Name &Date): Cumberland County GIS, February 28, 2019
or ®Other (Name &Date): Site photolog, August 7, 2019
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):

IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later iurisdictional determinations.
GREER.EMILY. GREERIEMLY.C.385325300
C.1385325300 0500'019.11.1216:43:55
Signature and date of Regulatory
staff member completing PJD
11/12/2019
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an
action.

Figure 3 Site Map
Dudley Pond
Cape Fear River Basin (03030004)
0 500 1,000 Feet 08-07-2019
�WILDLA1�iDS I � � � I
F N G 1 N F F R I N G Cumberland County, NC

U.S. Army Corps of Engineers Requirement Control Symbol
WETLAND DETERMINATION DATA SHEET —Atlantic and Gulf Coastal Plain Region EXEMPT
(Authority: AR 335-15,
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R paragraph 5-2a)
Project/Site: Dudley Mill Pond City/County: Fayetteville /Cumberland Sampling Date: 3/11/2019
Applicant/Owner: Wildlands Engineering State: NC Sampling Point: waa/C DPI
Investigator(s): W. Taylor Section, Township, Range:
Landform (hillside, terrace, etc.): Linear ditch Local relief (concave, convex, none): Concave Slope (%): <1
Subregion (LRR or MLRA): LRR T, MLRA 153A Lat: 34.963379 Long:-78.749730 Datum: Dec Deg
Soil Map Unit Name: Johnston loam NWI classification: PF01/2Fh
Are climatic /hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation ,Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation ,Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS —Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Linear ditch feature with adjacent areas of non -ditched wetlands
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauiredl
Primary Indicators (minimum of one is required; check all that applyl
_Surface Soil Cracks (B6)
X Surface Water (A1)
_Aquatic Fauna (B13)
_Sparsely Vegetated Concave Surface (B8)
X High Water Table (A2)
_Marl Deposits (615) (LRR U)
_Drainage Patterns (B10)
X Saturation (A3)
_Hydrogen Sulfide Odor (C1)
_Moss Trim Lines (B16)
_Water Marks (B1)
_Oxidized Rhizospheres on Living Roots (C3)
Dry -Season Water Table (C2)
_Sediment Deposits (B2)
_Presence of Reduced Iron (C4)
_Crayfish Burrows (C8)
_Drift Deposits (B3)
_Recent Iron Reduction in Tilled Soils (C6)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
_Iron Deposits (B5)
_Other (Explain in Remarks)
_Shallow Aquitard (D3)
_Inundation Visible on Aerial Imagery (B7)
X FAC-Neutral Test (D5)
Water -Stained Leaves (B9)
Sphagnum Moss (D8) (LRR T,U)
Field Observations:
Surface Water Present? Yes X
No Depth (inches): 12
Water Table Present? Yes X
No Depth (inches): 12
Saturation Present? Yes X
No Depth (inches): 12
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Five Strata) -Use scientific names of plants.
Sampling Point: W AB/C DP1
Tree Stratum (Plot size: 30 )
1. Acer rubrum
2.
3.
4.
5.
6.
50% of total cover: 3
Saolino Stratum (Plot size: 15 )
1. Acer rubrum
2.
3.
4.
5.
6.
50% of total cover: 3
Shrub Stratum (Plot size: 15 )
1. Cyrilla racemiflora
2. Lyonia lucida
3.
4.
5.
6.
50% of total cover: 35
Herb Stratum (Plot size: 5 )
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
Absolute Dominant Indicatc
Cover Species? Status
5 Yes FAC
5 =Total Cover
20% of total cover:
5 Yes
5 =Total Cover
20% of total cover:
65 Yes
5 No
1
FAC
1
FACW
FACW
70 =Total Cover
20% of total cover: 14
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 4
(A)
Total Number of Dominant
Species Across All Strata: 4
(B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100.0%
(A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species 0 x 1 = 0
FACW species 75 x 2 = 150
FAC species 10 x 3 = 30
FACU species 0 x 4 = 0
UPL species 0 x 5 = 0
Column Totals: 85 (A) 180
(B)
Prevalence Index = B/A = 2.12
Hydrophytic Vegetation Indicators:
_ 1 -Rapid Test for Hydrophytic Vegetation
X 2 -Dominance Test is >50%
X 3 -Prevalence Index is <_3.0'
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub -Woody Plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb -All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody Vine -All woody vines, regardless of height
=Total Cover
50% of total cover: 20% of total cover:
Woody Vine Stratum (Plot size: 30 )
1. Smilax laurifolia 5 Yes FACW
2.
3.
4.
5.
Hydrophytic
5 =Total Cover Vegetation
50% of total cover: 3 20% of total cover: 1 Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain -Version 2.0

SOIL
Sampling Point: W AB/C DP1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-12 10YR 3/1 Mucky Sand
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
ZLocation: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (A1) _Thin
Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_Histic Epipedon (A2) _Barrier
Islands 1 cm Muck (S12)
_2 cm Muck (A10) (LRR S)
_Black Histic (A3)
(MLRA 153B, 153D)
_Coast Prairie Redox (A16)
_Hydrogen Sulfide (A4) _Loamy
Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
_Stratified Layers (A5) _Loamy
Gleyed Matrix (F2)
_Reduced Vertic (F18)
_Organic Bodies (A6) (LRR, P, T, U) _Depleted
Matrix (F3)
(outside MLRA 150A, 150B)
X 5 cm Mucky Mineral (A7) (LRR P, T, U) _Redox
Dark Surface (Fti)
_Piedmont Floodplain Soils (F19) (LRR P, T)
_Muck Presence (A8) (LRR U) _Depleted
Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T) _Redox
Depressions (F8)
(MLRA 153B)
_Depleted Below Dark Surface (A11) _Marl
(F10) (LRR U)
_Red Parent Material (F21)
_Thick Dark Surface (Al2) _Depleted
Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
_Coast Prairie Redox (A16) (MLRA 150A)
Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
_Sandy Mucky Mineral (S1) (LRR O, S) _
Umbric Surface (F13) (LRR P, T, U)
_Barrier Islands Low Chroma Matrix (TS7)
_Sandy Gleyed Matrix (S4) _Delta
Ochric (F17) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
_Stripped Matrix (S6) _Piedmont
Floodplain Soils (F19) (MLRA 149A)
X Dark Surface (S7) (LRR P, S, T, U) _Anomalous
Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3lndicators of hydrophytic vegetation and
(LRR S, T, U) _Very
Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes X No
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

U.S. Army Corps of Engineers Requirement Control Symbol
WETLAND DETERMINATION DATA SHEET —Atlantic and Gulf Coastal Plain Region EXEMPT
(Authority: AR 335-15,
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R paragraph 5-2a)
Project/Site: Dudley Mill Pond City/County: Fayetteville /Cumberland Sampling Date: 3/11/2019
Applicant/Owner: Wildlands Engineering State: NC Sampling Point: Upland DP2
Investigator(s): W. Taylor Section, Township, Range:
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): None Slope (%): <1
Subregion (LRR or MLRA): LRR T, MLRA 153A Lat: 34.963983 Long:-78.749757 Datum:
Soil Map Unit Name: Johnston loam NWI classification: NA
Are climatic /hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation ,Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation ,Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS —Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauiredl
Primary Indicators (minimum of one is required; check all that applyl
_Surface Soil Cracks (B6)
_Surface Water (A1)
_Aquatic Fauna (B13)
_Sparsely Vegetated Concave Surface (B8)
_High Water Table (A2)
_Marl Deposits (615) (LRR U)
_Drainage Patterns (B10)
_Saturation (A3)
_Hydrogen Sulfide Odor (C1)
_Moss Trim Lines (B16)
_Water Marks (B1)
_Oxidized Rhizospheres on Living Roots (C3)
Dry -Season Water Table (C2)
_Sediment Deposits (B2)
_Presence of Reduced Iron (C4)
_Crayfish Burrows (C8)
_Drift Deposits (63)
_Recent Iron Reduction in Tilled Soils (C6)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
_Iron Deposits (B5)
_Other (Explain in Remarks)
_Shallow Aquitard (D3)
_Inundation Visible on Aerial Imagery (B7)
X FAC-Neutral Test (D5)
Water -Stained Leaves (B9)
Sphagnum Moss (D8) (LRR T,U)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes
No X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Five Strata) -Use scientific names of plants.
Sampling Point: Upland DP2
Tree Stratum (Plot size: 30 )
1. Pinus taeda
2.
3.
4.
5.
6.
50% of total cover: 18
Saolino Stratum (Plot size: 15 )
1. Pinus taeda
2. Persea palustris
3. Ilex opaca
4.
5.
6.
Absolute Dominant Indicatc
Cover Species? Status
35 Yes FAC
35 =Total Cover
20% of total cover: 7
5 Yes FAC
5 Yes FACW
2 No FAC
12
=Total Cover
50% of total cover:
6
20% of total cover:
3
Shrub Stratum (Plot size: 15 )
1. Vaccinium corymbosum
2
Yes
FACW
2. Lyonia lucida
2
Yes
FACW
3. Cyrilla racemiflora
2
Yes
FACW
4.
5.
6.
50% of total cover:
Herb Stratum (Plot size: 5 )
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
6 =Total Cover
3 20% of total cover: 2
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 6 (A)
Total Number of Dominant
Species Across All Strata: 6 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100.0% (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species 0 x 1 =
0
FACW species 11 x 2 =
22
FAC species 44 x 3 =
132
FACU species 0 x 4 =
0
UPL species 0 x 5 =
0
Column Totals: 55 (A)
154 (B)
Prevalence Index = B/A =
2.80
Hydrophytic Vegetation Indicators:
_ 1 -Rapid Test for Hydrophytic Vegetation
X 2 -Dominance Test is >50%
3 -Prevalence Index is <_3.0'
Problematic Hydrophytic Vegetation'
(Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub -Woody Plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb -All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody Vine -All woody vines, regardless of height
=Total Cover
50% of total cover: 20% of total cover:
Woody Vine Stratum (Plot size: 30 )
1. Smilax rotundifolia 2 No FAC
2.
3.
4.
5.
Hydrophytic
2 =Total Cover Vegetation
50% of total cover: 1 20% of total cover: 1 Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain -Version 2.0

SOIL
Sampling Point: Upland DP2
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-4 10YR 4/3 Sandy
4-12 10YR 2/2 Sandy
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
ZLocation: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (A1) _Thin
Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_Histic Epipedon (A2) _Barrier
Islands 1 cm Muck (S12)
_2 cm Muck (A10) (LRR S)
_Black Histic (A3)
(MLRA 153B, 153D)
_Coast Prairie Redox (A16)
_Hydrogen Sulfide (A4) _Loamy
Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
_Stratified Layers (A5) _Loamy
Gleyed Matrix (F2)
_Reduced Vertic (F18)
_Organic Bodies (A6) (LRR, P, T, U) _Depleted
Matrix (F3)
(outside MLRA 150A, 150B)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U) _Redox
Dark Surface (F6)
_Piedmont Floodplain Soils (F19) (LRR P, T)
_Muck Presence (A8) (LRR U) _Depleted
Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T) _Redox
Depressions (F8)
(MLRA 153B)
_Depleted Below Dark Surface (A11) _Marl
(F10) (LRR U)
_Red Parent Material (F21)
_Thick Dark Surface (Al2) _Depleted
Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
_Coast Prairie Redox (A16) (MLRA 150A)
Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
_Sandy Mucky Mineral (S1) (LRR O, S) _
Umbric Surface (F13) (LRR P, T, U)
_Barrier Islands Low Chroma Matrix (TS7)
_Sandy Gleyed Matrix (S4) _Delta
Ochric (F17) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
_Stripped Matrix (S6) _Piedmont
Floodplain Soils (F19) (MLRA 149A)
_Dark Surface (S7) (LRR P, S, T, U) _Anomalous
Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3lndicators of hydrophytic vegetation and
(LRR S, T, U) _Very
Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes No X
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

U.S. Army Corps of Engineers Requirement Control Symbol
WETLAND DETERMINATION DATA SHEET —Atlantic and Gulf Coastal Plain Region EXEMPT
(Authority: AR 335-15,
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R paragraph 5-2a)
Project/Site: Dudley Mill Pond City/County: Fayetteville /Cumberland Sampling Date: 3/12/2019
Applicant/Owner: Wildlands Engineering State: NC Sampling Point: Wet D DP3
Investigator(s): W. Taylor Section, Township, Range:
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave Slope (%): <1
Subregion (LRR or MLRA): LRR T, MLRA 153A Lat: 34.965810 Long:-78.750102 Datum:
Soil Map Unit Name: Dupliin sandy loam NWI classification: NA
Are climatic /hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation ,Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation ,Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS —Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauiredl
Primary Indicators (minimum of one is required; check all that applyl
_Surface Soil Cracks (B6)
X Surface Water (A1)
_Aquatic Fauna (B13)
X Sparsely Vegetated Concave Surface (B8)
X High Water Table (A2)
_Marl Deposits (615) (LRR U)
_Drainage Patterns (B10)
X Saturation (A3)
_Hydrogen Sulfide Odor (C1)
_Moss Trim Lines (B16)
_Water Marks (B1)
_Oxidized Rhizospheres on Living Roots (C3)
Dry -Season Water Table (C2)
_Sediment Deposits (B2)
_Presence of Reduced Iron (C4)
_Crayfish Burrows (C8)
_Drift Deposits (63)
_Recent Iron Reduction in Tilled Soils (C6)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
_Iron Deposits (B5)
_Other (Explain in Remarks)
_Shallow Aquitard (D3)
_Inundation Visible on Aerial Imagery (B7)
X FAC-Neutral Test (D5)
X Water -Stained Leaves (B9)
Sphagnum Moss (D8) (LRR T,U)
Field Observations:
Surface Water Present? Yes X
No Depth (inches): 3
Water Table Present? Yes X
No Depth (inches): 12
Saturation Present? Yes X
No Depth (inches): 12
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Five Strata) —Use scientific names of plants.
Sampling Point: Wet D DP3
Absolute
Dominant
Indicator
Tree Stratum (Plot size:
30 )
%Cover
Species?
Status
Dominance Test worksheet:
1. Acer rubrum
10
Yes
FAC
Number of Dominant Species
2. Pinus taeda
5
Yes
FAC
That Are OBL, FACW, or FAC: 5 (A)
3•
Total Number of Dominant
4.
Species Across All Strata: 5 (B)
5•
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 100.0% (A/B)
15
=Total Cover
Prevalence Index worksheet:
50% of total cover:
8 20% of total cover:
3
Total % Cover of: Multiply by:
Saolino Stratum (Plot size:
15 )
OBL species 0 x 1 = 0
1. Acer rubrum
10
Yes
FAC
FACW species 9 x 2 = 18
2. Persea palustris
5
Yes
FACW
FAC species 30 x 3 = 90
3.
FACU species 0 x 4 = 0
4.
UPL species 0 x 5 = 0
5.
Column Totals: 39 (A) 108 (B)
6.
Prevalence Index = B/A = 2.77
15
=Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover:
8 20% of total cover:
3
_ 1 -Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size:
15 )
X 2 -Dominance Test is >50%
1. Persea palustris
2
No
FACW
X 3 -Prevalence Index is <_3.0'
2. Arundinaria tecta
2
No
FACW
_Problematic Hydrophytic Vegetation' (Explain)
3.
4.
5•
'Indicators of hydric soil and wetland hydrology must be
6.
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
4 =Total Cover
50% of total cover:
2 20% of total cover:
1
Tree —Woody plants, excluding woody vines,
Herb Stratum (Plot size:
5 )
approximately 20 ft (6 m) or more in height and 3 in.
1
(7.6 cm) or larger in diameter at breast height (DBH).
2•
Sapling —Woody plants, excluding woody vines,
3•
approximately 20 ft (6 m) or more in height and less
4
than 3 in. (7.6 cm) DBH.
5.
Shrub -Woody Plants, excluding woody vines,
6
approximately 3 to 20 ft (1 to 6 m) in height.
7•
Herb —All herbaceous (non -woody) plants, including
8.
herbaceous vines, regardless of size, and woody
9
plants, except woody vines, less than approximately 3
ft (1 m) in height.
10.
11.
Woody Vine —All woody vines, regardless of height.
=Total Cover
50% of total cover: 20% of total cover:
Woody Vine Stratum (Plot size: 30 )
1. Smilax rotundifolia 5 Yes FAC
2.
3.
4.
5.
Hydrophytic
5 =Total Cover Vegetation
50% of total cover: 3 20% of total cover: 1 Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

SOIL
Sampling Point: Wet D DP3
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-12 10YR 2/1 Mucky Sand
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
ZLocation: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (A1) _Thin
Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_Histic Epipedon (A2) _Barrier
Islands 1 cm Muck (S12)
_2 cm Muck (A10) (LRR S)
_Black Histic (A3)
(MLRA 153B, 153D)
_Coast Prairie Redox (A16)
_Hydrogen Sulfide (A4) _Loamy
Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
_Stratified Layers (A5) _Loamy
Gleyed Matrix (F2)
_Reduced Vertic (F18)
_Organic Bodies (A6) (LRR, P, T, U) _Depleted
Matrix (F3)
(outside MLRA 150A, 150B)
X 5 cm Mucky Mineral (A7) (LRR P, T, U) _Redox
Dark Surface (Fti)
_Piedmont Floodplain Soils (F19) (LRR P, T)
_Muck Presence (A8) (LRR U) _Depleted
Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T) _Redox
Depressions (F8)
(MLRA 153B)
_Depleted Below Dark Surface (A11) _Marl
(F10) (LRR U)
_Red Parent Material (F21)
_Thick Dark Surface (Al2) _Depleted
Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
_Coast Prairie Redox (A16) (MLRA 150A)
Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
_Sandy Mucky Mineral (S1) (LRR O, S) _
Umbric Surface (F13) (LRR P, T, U)
_Barrier Islands Low Chroma Matrix (TS7)
_Sandy Gleyed Matrix (S4) _Delta
Ochric (F17) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
_Stripped Matrix (S6) _Piedmont
Floodplain Soils (F19) (MLRA 149A)
X Dark Surface (S7) (LRR P, S, T, U) _Anomalous
Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3lndicators of hydrophytic vegetation and
(LRR S, T, U) _Very
Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes X No
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

U.S. Army Corps of Engineers Requirement Control Symbol
WETLAND DETERMINATION DATA SHEET —Atlantic and Gulf Coastal Plain Region EXEMPT
(Authority: AR 335-15,
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R paragraph 5-2a)
Project/Site: Dudley Mill Pond City/County: Fayetteville /Cumberland Sampling Date: 3/11/2019
Applicant/Owner: Wildlands Engineering State: NC Sampling Point: Upland DP4
Investigator(s): W. Taylor Section, Township, Range:
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): None Slope (%): <1
Subregion (LRR or MLRA): LRR T, MLRA 153A Lat: 34.965863 Long:-78.750011 Datum: Dec Deg
Soil Map Unit Name: Duplin sandy loam NWI classification: NA
Are climatic /hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation ,Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation ,Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS —Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauiredl
Primary Indicators (minimum of one is required; check all that applyl
_Surface Soil Cracks (B6)
_Surface Water (A1)
_Aquatic Fauna (B13)
_Sparsely Vegetated Concave Surface (B8)
_High Water Table (A2)
_Marl Deposits (615) (LRR U)
_Drainage Patterns (B10)
_Saturation (A3)
_Hydrogen Sulfide Odor (C1)
_Moss Trim Lines (B16)
_Water Marks (B1)
_Oxidized Rhizospheres on Living Roots (C3)
Dry -Season Water Table (C2)
_Sediment Deposits (B2)
_Presence of Reduced Iron (C4)
_Crayfish Burrows (C8)
_Drift Deposits (63)
_Recent Iron Reduction in Tilled Soils (C6)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
_Iron Deposits (B5)
_Other (Explain in Remarks)
_Shallow Aquitard (D3)
_Inundation Visible on Aerial Imagery (B7)
X FAC-Neutral Test (D5)
Water -Stained Leaves (B9)
Sphagnum Moss (D8) (LRR T,U)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes
No X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Five Strata) -Use scientific names of plants.
Sampling Point: Upland DP4
Tree Stratum (Plot size: 30 )
1. Pinus taeda
2. Liquidambar styraciflua
3. Acer rubrum
4. Quercus nigra
5.
6.
50% of total cover: 20
Saolino Stratum (Plot size: 15 )
1. Acer rubrum
2.
3.
4.
5.
6.
50% of total cover: 3
Shrub Stratum (Plot size: 15 )
1. Ilex opaca
2. Persea palustris
3.
4.
5.
6.
50% of total cover:
Herb Stratum (Plot size: 5 )
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
Absolute
Dominant
Indicatc
Cover
Species?
Status
20
Yes
FAC
5
No
FAC
10
Yes
FAC
5
No
FAC
40 =Total Cover
20% of total cover: 8
5 Yes FAC
5 =Total Cover
20% of total cover: 1
3 Yes
2 Yes
5 =Total Cover
3 20% of total cover:
FAC
0
Dominance Test worksheets
Number of Dominant Species
That Are OBL, FACW, or FAC: 5 (A)
Total Number of Dominant
Species Across All Strata: 5 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100.0% (A/B)
Total % Cover of: Multiply by:
OBL species 0 x 1 =
0
FACW species 2 x 2 =
4
FAC species 50 x 3 =
150
FACU species 0 x 4 =
0
UPL species 0 x 5 =
0
Column Totals: 52 (A)
154 (B)
Prevalence Index = B/A =
2.96
Hydrophytic Vegetation Indicators:
_ 1 -Rapid Test for Hydrophytic Vegetation
X 2 -Dominance Test is >50%
3 -Prevalence Index is <_3.0'
Problematic Hydrophytic Vegetation'
(Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub -Woody Plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb -All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody Vine -All woody vines, regardless of height
=Total Cover
50% of total cover: 20% of total cover:
Woody Vine Stratum (Plot size: 30 )
1. Smilax rotundifolia 2 No FAC
2.
3.
4.
5.
Hydrophytic
2 =Total Cover Vegetation
50% of total cover: 1 20% of total cover: 1 Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain -Version 2.0

SOIL
Sampling Point: Upland DP4
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-8 10YR 4/3 Loamy/Clayey
8-12 10YR 4/1 Loamy/Clayey
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
ZLocation: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (A1) _Thin
Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_Histic Epipedon (A2) _Barrier
Islands 1 cm Muck (S12)
_2 cm Muck (A10) (LRR S)
_Black Histic (A3)
(MLRA 153B, 153D)
_Coast Prairie Redox (A16)
_Hydrogen Sulfide (A4) _Loamy
Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
_Stratified Layers (A5) _Loamy
Gleyed Matrix (F2)
_Reduced Vertic (F18)
_Organic Bodies (A6) (LRR, P, T, U) _Depleted
Matrix (F3)
(outside MLRA 150A, 150B)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U) _Redox
Dark Surface (F6)
_Piedmont Floodplain Soils (F19) (LRR P, T)
_Muck Presence (A8) (LRR U) _Depleted
Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T) _Redox
Depressions (F8)
(MLRA 153B)
_Depleted Below Dark Surface (A11) _Marl
(F10) (LRR U)
_Red Parent Material (F21)
_Thick Dark Surface (Al2) _Depleted
Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
_Coast Prairie Redox (A16) (MLRA 150A)
Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
_Sandy Mucky Mineral (S1) (LRR O, S) _
Umbric Surface (F13) (LRR P, T, U)
_Barrier Islands Low Chroma Matrix (TS7)
_Sandy Gleyed Matrix (S4) _Delta
Ochric (F17) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
_Stripped Matrix (S6) _Piedmont
Floodplain Soils (F19) (MLRA 149A)
_Dark Surface (S7) (LRR P, S, T, U) _Anomalous
Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3lndicators of hydrophytic vegetation and
(LRR S, T, U) _Very
Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes No X
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

U.S. Army Corps of Engineers Requirement Control Symbol
WETLAND DETERMINATION DATA SHEET —Atlantic and Gulf Coastal Plain Region EXEMPT
(Authority: AR 335-15,
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R paragraph 5-2a)
Project/Site: Dudley Mill Pond City/County: Fayetteville /Cumberland Sampling Date: 3/12/2019
Applicant/Owner: Wildlands Engineering State: NC Sampling Point: Wet E DP5
Investigator(s): W. Taylor Section, Township, Range:
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave Slope (%): <1
Subregion (LRR or MLRA): LRR T, MLRA 153A Lat: 34.964791 Long:-78.749530 Datum:
Soil Map Unit Name: Dupliin sandy loam NWI classification: PF01/2Fh
Are climatic /hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation ,Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation ,Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS —Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauiredl
Primary Indicators (minimum of one is required; check all that applyl
_Surface Soil Cracks (B6)
_Surface Water (A1)
_Aquatic Fauna (B13)
_Sparsely Vegetated Concave Surface (B8)
_High Water Table (A2)
_Marl Deposits (615) (LRR U)
_Drainage Patterns (B10)
X Saturation (A3)
_Hydrogen Sulfide Odor (C1)
_Moss Trim Lines (B16)
_Water Marks (B1)
_Oxidized Rhizospheres on Living Roots (C3)
Dry -Season Water Table (C2)
_Sediment Deposits (B2)
_Presence of Reduced Iron (C4)
_Crayfish Burrows (C8)
_Drift Deposits (B3)
_Recent Iron Reduction in Tilled Soils (C6)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
_Iron Deposits (B5)
_Other (Explain in Remarks)
_Shallow Aquitard (D3)
_Inundation Visible on Aerial Imagery (B7)
X FAC-Neutral Test (D5)
Water -Stained Leaves (B9)
Sphagnum Moss (D8) (LRR T,U)
Field Observations:
Surface Water Present? Yes
No Depth (inches):
Water Table Present? Yes
No Depth (inches):
Saturation Present? Yes X
No Depth (inches): 12
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Five Strata) -Use scientific names of plants.
Sampling Point: Wet E DP5
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
%Cover
Species?
Status
Dominance Test worksheet:
1. Acer rubrum
40
Yes
FAC
Number of Dominant Species
2. Pinus taeda
10
No
FAC
That Are OBL, FACW, or FAC: 4 (A)
3. Fraxinus pennsylvanica
5
No
FACW
Total Number of Dominant
4.
Species Across All Strata: 4 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 100.0% (A/B)
55
=Total Cover
Prevalence Index worksheet:
50% of total cover:
28 20% of total cover:
11
Total % Cover of: Multiply by:
Saolino Stratum (Plot size: 15 )
OBL species 18 x 1 = 18
1. Acer rubrum
5
Yes
FAC
FACW species 5 x 2 = 10
2.
FAC species 60 x 3 = 180
3.
FACU species 0 x 4 = 0
4.
UPL species 0 x 5 = 0
5.
Column Totals: 83 (A) 208 (B)
6.
Prevalence Index = B/A = 2.51
5
=Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover:
3 20% of total cover:
1
_ 1 -Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 15 )
X 2 -Dominance Test is >50%
1.
X 3 -Prevalence Index is <_3.0'
2.
_Problematic Hydrophytic Vegetation' (Explain)
3.
4.
5•
'Indicators of hydric soil and wetland hydrology must be
6.
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
=Total Cover
50% of total cover:
20% of total cover:
Tree -Woody plants, excluding woody vines,
Herb Stratum (Plot size: 5 )
approximately 20 ft (6 m) or more in height and 3 in.
1. Juncus effusus
15
Yes
OBL
(7•6 cm) or larger in diameter at breast height (DBH).
2. Cyperus haspan
3
No
OBL
Sapling -Woody plants, excluding woody vines,
3,
approximately 20 ft (6 m) or more in height and less
4
than 3 in. (7.6 cm) DBH.
5.
Shrub -Woody Plants, excluding woody vines,
6
approximately 3 to 20 ft (1 to 6 m) in height.
�•
Herb -All herbaceous (non -woody) plants, including
8.
herbaceous vines, regardless of size, and woody
g
plants, except woody vines, less than approximately 3
ft (1 m) in height.
10.
11.
Woody Vine -All woody vines, regardless of height.
18 =Total Cover
50% of total cover: 9 20% of total cover: 4
Woody Vine Stratum (Plot size: 30 )
1. Smilax rotundifolia 5 Yes FAC
2.
3.
4.
5.
Hydrophytic
5 =Total Cover Vegetation
50% of total cover: 3 20% of total cover: 1 Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain -Version 2.0

SOIL
Sampling Point: Wet E DP5
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-12 10YR 2/1 Sandy
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
ZLocation: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (A1) _Thin
Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_Histic Epipedon (A2) _Barrier
Islands 1 cm Muck (S12)
_2 cm Muck (A10) (LRR S)
_Black Histic (A3)
(MLRA 153B, 153D)
_Coast Prairie Redox (A16)
_Hydrogen Sulfide (A4) _Loamy
Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
_Stratified Layers (A5) _Loamy
Gleyed Matrix (F2)
_Reduced Vertic (F18)
_Organic Bodies (A6) (LRR, P, T, U) _Depleted
Matrix (F3)
(outside MLRA 150A, 150B)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U) _Redox
Dark Surface (F6)
_Piedmont Floodplain Soils (F19) (LRR P, T)
_Muck Presence (A8) (LRR U) _Depleted
Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T) _Redox
Depressions (F8)
(MLRA 153B)
_Depleted Below Dark Surface (A11) _Marl
(F10) (LRR U)
_Red Parent Material (F21)
_Thick Dark Surface (Al2) _Depleted
Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
_Coast Prairie Redox (A16) (MLRA 150A)
Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
_Sandy Mucky Mineral (S1) (LRR O, S) _
Umbric Surface (F13) (LRR P, T, U)
_Barrier Islands Low Chroma Matrix (TS7)
_Sandy Gleyed Matrix (S4) _Delta
Ochric (F17) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
_Stripped Matrix (S6) _Piedmont
Floodplain Soils (F19) (MLRA 149A)
X Dark Surface (S7) (LRR P, S, T, U) _Anomalous
Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3lndicators of hydrophytic vegetation and
(LRR S, T, U) _Very
Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes X No
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

U.S. Army Corps of Engineers Requirement Control Symbol
WETLAND DETERMINATION DATA SHEET —Atlantic and Gulf Coastal Plain Region EXEMPT
(Authority: AR 335-15,
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R paragraph 5-2a)
Project/Site: Dudley Mill Pond City/County: Fayetteville /Cumberland Sampling Date: 3/11/2019
Applicant/Owner: Wildlands Engineering State: NC Sampling Point: Upland DP6
Investigator(s): W. Taylor Section, Township, Range:
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): None Slope (%): <1
Subregion (LRR or MLRA): LRR T, MLRA 153A Lat: 34.964668 Long:-78.749633 Datum:
Soil Map Unit Name: Duplin sandy loam NWI classification: NA
Are climatic /hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation ,Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation ,Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS —Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauiredl
Primary Indicators (minimum of one is required; check all that applyl
_Surface Soil Cracks (B6)
_Surface Water (A1)
_Aquatic Fauna (B13)
_Sparsely Vegetated Concave Surface (B8)
_High Water Table (A2)
_Marl Deposits (615) (LRR U)
_Drainage Patterns (B10)
_Saturation (A3)
_Hydrogen Sulfide Odor (C1)
_Moss Trim Lines (B16)
_Water Marks (B1)
_Oxidized Rhizospheres on Living Roots (C3)
Dry -Season Water Table (C2)
_Sediment Deposits (B2)
_Presence of Reduced Iron (C4)
_Crayfish Burrows (C8)
_Drift Deposits (63)
_Recent Iron Reduction in Tilled Soils (C6)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
_Iron Deposits (B5)
_Other (Explain in Remarks)
_Shallow Aquitard (D3)
_Inundation Visible on Aerial Imagery (B7)
X FAC-Neutral Test (D5)
Water -Stained Leaves (B9)
Sphagnum Moss (D8) (LRR T,U)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes
No X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Five Strata) -Use scientific names of plants.
Sampling Point: Upland DP6
Tree Stratum (Plot size: 30 )
1. Acer rubrum
2. Liquidambar styraciflua
3. Acer rubrum
4.
5.
6.
50% of total cover: 28
Saolino Stratum (Plot size: 15 )
1. Acer rubrum
2. Quercus nigra
3. Ilex opaca
4.
5.
6.
50% of total cover: 6
Shrub Stratum (Plot size: 15 )
1. Ilex opaca
2. Persea palustris
3.
4.
5.
6.
50% of total cover:
Herb Stratum (Plot size: 5 )
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
Absolute
Dominant
Indicatc
Cover
Species?
Status
35
Yes
FAC
15
Yes
FAC
5
No
FAC
55 =Total Cover
20% of total cover:
11
5 Yes
FAC
5 Yes
FAC
2 No
FAC
12 =Total Cover
20% of total cover:
3
2 No
2 No
4 =Total Cover
2 20% of total cover:
FAC
FACW
0
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 5 (A)
Total Number of Dominant
Species Across All Strata: 5 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100.0% (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species 0 x 1 =
0
FACW species 2 x 2 =
4
FAC species 74 x 3 =
222
FACU species 0 x 4 =
0
UPL species 0 x 5 =
0
Column Totals: 76 (A)
226 (B)
Prevalence Index = B/A =
2.97
Hydrophytic Vegetation Indicators:
_ 1 -Rapid Test for Hydrophytic Vegetation
X 2 -Dominance Test is >50%
3 -Prevalence Index is <_3.0'
Problematic Hydrophytic Vegetation'
(Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub -Woody Plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb -All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody Vine -All woody vines, regardless of height
=Total Cover
50% of total cover: 20% of total cover:
Woody Vine Stratum (Plot size: 30 )
1. Smilax rotundifolia 5 Yes FAC
2.
3.
4.
5.
Hydrophytic
5 =Total Cover Vegetation
50% of total cover: 3 20% of total cover: 1 Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain -Version 2.0

SOIL
Sampling Point: Upland DP6
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-8 10YR 3/3 Loamy/Clayey
8-12 10YR 3/1 Loamy/Clayey
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
ZLocation: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (A1) _Thin
Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_Histic Epipedon (A2) _Barrier
Islands 1 cm Muck (S12)
_2 cm Muck (A10) (LRR S)
_Black Histic (A3)
(MLRA 153B, 153D)
_Coast Prairie Redox (A16)
_Hydrogen Sulfide (A4) _Loamy
Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
_Stratified Layers (A5) _Loamy
Gleyed Matrix (F2)
_Reduced Vertic (F18)
_Organic Bodies (A6) (LRR, P, T, U) _Depleted
Matrix (F3)
(outside MLRA 150A, 150B)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U) _Redox
Dark Surface (F6)
_Piedmont Floodplain Soils (F19) (LRR P, T)
_Muck Presence (A8) (LRR U) _Depleted
Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T) _Redox
Depressions (F8)
(MLRA 153B)
_Depleted Below Dark Surface (A11) _Marl
(F10) (LRR U)
_Red Parent Material (F21)
_Thick Dark Surface (Al2) _Depleted
Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
_Coast Prairie Redox (A16) (MLRA 150A)
Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
_Sandy Mucky Mineral (S1) (LRR O, S) _
Umbric Surface (F13) (LRR P, T, U)
_Barrier Islands Low Chroma Matrix (TS7)
_Sandy Gleyed Matrix (S4) _Delta
Ochric (F17) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
_Stripped Matrix (S6) _Piedmont
Floodplain Soils (F19) (MLRA 149A)
_Dark Surface (S7) (LRR P, S, T, U) _Anomalous
Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3lndicators of hydrophytic vegetation and
(LRR S, T, U) _Very
Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes No X
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

U.S. Army Corps of Engineers Requirement Control Symbol
WETLAND DETERMINATION DATA SHEET —Atlantic and Gulf Coastal Plain Region EXEMPT
(Authority: AR 335-15,
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R paragraph 5-2a)
Project/Site: Dudley Mill Pond City/County: Fayetteville /Cumberland Sampling Date: 3/12/2019
Applicant/Owner: Wildlands Engineering State: NC Sampling Point: wetland � oP�
Investigator(s): W. Taylor Section, Township, Range:
Landform (hillside, terrace, etc.): floodplain Local relief (concave, convex, none): Concave Slope (%): <1
Subregion (LRR or MLRA): LRR T, MLRA 153A Lat: 34.961574 Long:-78.746852 Datum:
Soil Map Unit Name: Johnston loam NWI classification: NA
Are climatic /hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation ,Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation ,Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS —Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauiredl
Primary Indicators (minimum of one is required; check all that applyl
_Surface Soil Cracks (B6)
_Surface Water (A1)
_Aquatic Fauna (B13)
_Sparsely Vegetated Concave Surface (B8)
_High Water Table (A2)
_Marl Deposits (615) (LRR U)
_Drainage Patterns (B10)
X Saturation (A3)
_Hydrogen Sulfide Odor (C1)
_Moss Trim Lines (B16)
_Water Marks (B1)
_Oxidized Rhizospheres on Living Roots (C3)
Dry -Season Water Table (C2)
_Sediment Deposits (B2)
_Presence of Reduced Iron (C4)
_Crayfish Burrows (C8)
_Drift Deposits (63)
_Recent Iron Reduction in Tilled Soils (C6)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
_Iron Deposits (B5)
_Other (Explain in Remarks)
_Shallow Aquitard (D3)
_Inundation Visible on Aerial Imagery (B7)
X FAC-Neutral Test (D5)
Water -Stained Leaves (B9)
Sphagnum Moss (D8) (LRR T,U)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes X
No Depth (inches): 12
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Five Strata) -Use scientific names of plants.
Sampling Point: Wetland G DP7
Tree Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
6.
50% of total cover: _
Saolino Stratum (Plot size: 15 )
1. Pinus taeda
2.
3.
4.
5.
6.
50% of total cover: 3
Shrub Stratum (Plot size: 15 )
1. Carpinus caroliniana
2. Platanus occidentalis
3. Liquidambar styraciflua
4.
5.
6.
50% of total cover:
Herb Stratum (Plot size: 5 )
1. Juncus effusus
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
Absolute Dominant Indicatc
Cover Species? Status
_=Total Cover
20% of total cover:
5 Yes FAC
5 =Total Cover
20% of total cover: 1
5 Yes FAC
5 Yes FACW
2 No FAC
12 =Total Cover
6 20% of total cover: 3
80 Yes OBL
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 4 (A)
Total Number of Dominant
Species Across All Strata: 4 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100.0% (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species 80 x 1 =
80
FACW species 5 x 2 =
10
FAC species 12 x 3 =
36
FACU species 0 x 4 =
0
UPL species 0 x 5 =
0
Column Totals: 97 (A)
126 (B)
Prevalence Index = B/A =
1.30
Hydrophytic Vegetation Indicators:
_ 1 -Rapid Test for Hydrophytic Vegetation
X 2 -Dominance Test is >50%
X 3 -Prevalence Index is <_3.0'
Problematic Hydrophytic Vegetation'
(Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub -Woody Plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb -All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody Vine -All woody vines, regardless of height
80 =Total Cover
50% of total cover: 40 20% of total cover: 16
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover Vegetation
50% of total cover: 20% of total cover: Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain -Version 2.0

SOIL
Sampling Point: Wetland G DP7
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-12 10YR 4/1 98 10YR 4/4 2 C PL Loamy/Clayey Distinct redox concentrations
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
ZLocation: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (A1)
_Thin Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_Histic Epipedon (A2)
_Barrier Islands 1 cm Muck (S12)
_2 cm Muck (A10) (LRR S)
_Black Histic (A3)
(MLRA 153B, 153D)
X Coast Prairie Redox (A16)
_Hydrogen Sulfide (A4)
_Loamy Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
_Stratified Layers (A5)
_Loamy Gleyed Matrix (F2)
X Reduced Vertic (F18)
_Organic Bodies (A6) (LRR, P, T, U)
X Depleted Matrix (F3)
(outside MLRA 150A, 150B)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U)
_Redox Dark Surface (F6)
_Piedmont Floodplain Soils (F19) (LRR P, T)
_Muck Presence (A8) (LRR U)
_Depleted Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T)
_Redox Depressions (F8)
(MLRA 153B)
_Depleted Below Dark Surface (A11)
_Marl (F10) (LRR U)
_Red Parent Material (F21)
_Thick Dark Surface (Al2)
_Depleted Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
_Coast Prairie Redox (A16) (MLRA 150A)
Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
_Sandy Mucky Mineral (S1) (LRR O, S)
_ Umbric Surface (F13) (LRR P, T, U)
_Barrier Islands Low Chroma Matrix (TS7)
_Sandy Gleyed Matrix (S4)
_Delta Ochric (F17) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
_Stripped Matrix (S6)
_Piedmont Floodplain Soils (F19) (MLRA 149A)
_Dark Surface (S7) (LRR P, S, T, U)
_Anomalous Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3lndicators of hydrophytic vegetation and
(LRR S, T, U)
_Very Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes X No
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

U.S. Army Corps of Engineers Requirement Control Symbol
WETLAND DETERMINATION DATA SHEET —Atlantic and Gulf Coastal Plain Region EXEMPT
(Authority: AR 335-15,
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R paragraph 5-2a)
Project/Site: Dudley Mill Pond City/County: Fayetteville /Cumberland Sampling Date: 3/12/2019
Applicant/Owner: Wildlands Engineering State: NC Sampling Point: Upland DP8
Investigator(s): W. Taylor Section, Township, Range:
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): None Slope (%): <1
Subregion (LRR or MLRA): LRR T, MLRA 153A Lat: 34.961353 Long:-78.747104 Datum:
Soil Map Unit Name: Johnston loam NWI classification: NA
Are climatic /hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation ,Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation ,Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS —Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Linear ditch feature with adjacent areas of non -ditched wetlands
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauiredl
Primary Indicators (minimum of one is required; check all that applyl
_Surface Soil Cracks (B6)
_Surface Water (A1)
_Aquatic Fauna (B13)
_Sparsely Vegetated Concave Surface (B8)
_High Water Table (A2)
_Marl Deposits (615) (LRR U)
_Drainage Patterns (B10)
_Saturation (A3)
_Hydrogen Sulfide Odor (C1)
_Moss Trim Lines (B16)
_Water Marks (B1)
_Oxidized Rhizospheres on Living Roots (C3)
Dry -Season Water Table (C2)
_Sediment Deposits (B2)
_Presence of Reduced Iron (C4)
_Crayfish Burrows (C8)
_Drift Deposits (63)
_Recent Iron Reduction in Tilled Soils (C6)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
_Iron Deposits (B5)
_Other (Explain in Remarks)
_Shallow Aquitard (D3)
_Inundation Visible on Aerial Imagery (B7)
_ FAC-Neutral Test (D5)
Water -Stained Leaves (B9)
Sphagnum Moss (D8) (LRR T,U)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes
No X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Five Strata) -Use scientific names of plants.
Sampling Point: Upland DP8
Tree Stratum (Plot size: 30 )
1. Pinus taeda
2. Liquidambar styraciflua
3. Quercus alba
4. Acer rubrum
5.
6.
50% of total cover: 23
Saolino Stratum (Plot size: 15 )
1. Liquidambar styraciflua
2. Acer rubrum
3. Ilex opaca
4.
5.
6.
Absolute
Dominant
Indicatc
Cover
Species?
Status
5
No
FAC
30
Yes
FAC
5
No
FACU
5
No
FAC
45 =Total Cover
20% of total cover: 9
10 Yes FAC
5 Yes FAC
2 No FAC
17
=Total Cover
50% of total cover:
9
20% of total cover:
4
Shrub Stratum (Plot size: 15 )
1. Quercus nigra
2
Yes
FAC
2. Pinus taeda
1
Yes
FAC
3. Acer rubrum
2
Yes
FAC
4.
5.
6.
50% of total cover:
Herb Stratum (Plot size: 5 )
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
5 =Total Cover
3 20% of total cover:
0
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 7
(A)
Total Number of Dominant
Species Across All Strata: 8
(B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 87.5%
(A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species 0 x 1 = 0
FACW species 0 x 2 = 0
FAC species 67 x 3 = 201
FACU species 7 x 4 = 28
UPL species 0 x 5 = 0
Column Totals: 74 (A) 229
(B)
Prevalence Index = B/A = 3.09
Hydrophytic Vegetation Indicators:
_ 1 -Rapid Test for Hydrophytic Vegetation
X 2 -Dominance Test is >50%
3 -Prevalence Index is <_3.0'
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub -Woody Plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb -All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody Vine -All woody vines, regardless of height
=Total Cover
50% of total cover: 20% of total cover:
Woody Vine Stratum (Plot size: 30 )
1. Smilax rotundifolia 5 Yes FAC
2. Lonicera japonica 2 Yes FACU
3.
4.
5.
Hydrophytic
7 =Total Cover Vegetation
50% of total cover: 4 20% of total cover: 2 Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain -Version 2.0

SOIL
Sampling Point: Upland DP8
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-3 10YR 3/3 Sandy
3-12 10YR 5/3 Sandy
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
ZLocation: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (A1) _Thin
Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_Histic Epipedon (A2) _Barrier
Islands 1 cm Muck (S12)
_2 cm Muck (A10) (LRR S)
_Black Histic (A3)
(MLRA 153B, 153D)
_Coast Prairie Redox (A16)
_Hydrogen Sulfide (A4) _Loamy
Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
_Stratified Layers (A5) _Loamy
Gleyed Matrix (F2)
_Reduced Vertic (F18)
_Organic Bodies (A6) (LRR, P, T, U) _Depleted
Matrix (F3)
(outside MLRA 150A, 150B)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U) _Redox
Dark Surface (F6)
_Piedmont Floodplain Soils (F19) (LRR P, T)
_Muck Presence (A8) (LRR U) _Depleted
Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T) _Redox
Depressions (F8)
(MLRA 153B)
_Depleted Below Dark Surface (A11) _Marl
(F10) (LRR U)
_Red Parent Material (F21)
_Thick Dark Surface (Al2) _Depleted
Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
_Coast Prairie Redox (A16) (MLRA 150A)
Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
_Sandy Mucky Mineral (S1) (LRR O, S) _
Umbric Surface (F13) (LRR P, T, U)
_Barrier Islands Low Chroma Matrix (TS7)
_Sandy Gleyed Matrix (S4) _Delta
Ochric (F17) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
_Stripped Matrix (S6) _Piedmont
Floodplain Soils (F19) (MLRA 149A)
_Dark Surface (S7) (LRR P, S, T, U) _Anomalous
Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3lndicators of hydrophytic vegetation and
(LRR S, T, U) _Very
Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes No X
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

U.S. Army Corps of Engineers Requirement Control Symbol
WETLAND DETERMINATION DATA SHEET —Atlantic and Gulf Coastal Plain Region EXEMPT
(Authority: AR 335-15,
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R paragraph 5-2a)
Project/Site: Dudley Mill Pond City/County: Fayetteville /Cumberland Sampling Date: 3/12/2019
Applicant/Owner: Wildlands Engineering State: NC Sampling Point: wec F x H oPs
Investigator(s): W. Taylor Section, Township, Range:
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): Concave Slope (%): <1
Subregion (LRR or MLRA): LRR T, MLRA 153A Lat: 34.964791 Long:-78.749530 Datum:
Soil Map Unit Name: Udorthents loamy NWI classification: PF01Ch
Are climatic /hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation ,Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation ,Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS —Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Wetland area H includes areas that were historically impounded by mill dam. Hydrology extends to toe of the valley slope
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauiredl
Primary Indicators (minimum of one is required; check all that applyl
_Surface Soil Cracks (B6)
X Surface Water (A1)
_Aquatic Fauna (B13)
_Sparsely Vegetated Concave Surface (B8)
X High Water Table (A2)
_Marl Deposits (615) (LRR U)
_Drainage Patterns (B10)
X Saturation (A3)
_Hydrogen Sulfide Odor (C1)
_Moss Trim Lines (B16)
_Water Marks (B1)
_Oxidized Rhizospheres on Living Roots (C3)
Dry -Season Water Table (C2)
_Sediment Deposits (B2)
_Presence of Reduced Iron (C4)
_Crayfish Burrows (C8)
_Drift Deposits (63)
_Recent Iron Reduction in Tilled Soils (C6)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
_Iron Deposits (B5)
_Other (Explain in Remarks)
_Shallow Aquitard (D3)
_Inundation Visible on Aerial Imagery (B7)
X FAC-Neutral Test (D5)
Water -Stained Leaves (B9)
Sphagnum Moss (D8) (LRR T,U)
Field Observations:
Surface Water Present? Yes X
No Depth (inches): 0.25
Water Table Present? Yes X
No Depth (inches): 12
Saturation Present? Yes X
No Depth (inches): 12
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Five Strata) -Use scientific names of plants.
Sampling Point: Wet F & H DP9
Absolute
Dominant
Indicato
Tree Stratum (Plot size: 30 )
%Cover
Species?
Status
1. Acer rubrum
10
Yes
FAC
2. Pinus taeda
20
Yes
FAC
3.
4.
5.
6.
30
=Total Cover
50% of total cover:
15 20% of total cover:
6
Saolino Stratum (Plot size: 15 )
1. Liquidambar styraciflua
5
Yes
FAC
2. Quercus nigra
2
Yes
FAC
3.
4.
5.
6.
7
=Total Cover
50% of total cover:
4 20% of total cover:
2
Shrub Stratum (Plot size: 15 )
1. Cyrilla racemiflora
10
Yes
FACW
2. Persea palustris
2
No
FACW
3. Lyonia lucida
2
No
FACW
4.
5.
6.
14 =Total Cover
50% of total cover: 7 20% of total cover:
Herb Stratum (Plot size: 5 )
1. 15 Yes
2. 3 No
3.
4.
5.
6.
7.
8.
9.
10.
11.
3
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 6
(A)
Total Number of Dominant
Species Across All Strata: 7
(B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 85.7%
(A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species 0 x 1 = 0
FACW species 19 x 2 = 38
FAC species 37 x 3 = 111
FACU species 0 x 4 = 0
UPL species 0 x 5 = 0
Column Totals: 58 (A) 149
(B)
Prevalence Index = B/A = 2.66
Hydrophytic Vegetation Indicators:
_ 1 -Rapid Test for Hydrophytic Vegetation
X 2 -Dominance Test is >50%
X 3 -Prevalence Index is <_3.0'
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub -Woody Plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb -All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody Vine -All woody vines, regardless of height
18 =Total Cover
50% of total cover: 9 20% of total cover: 4
Woody Vine Stratum (Plot size: 30 )
1. Smilax laurifolia 5 Yes FACW
2.
3.
4.
5.
Hydrophytic
5 =Total Cover Vegetation
50% of total cover: 3 20% of total cover: 1 Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain -Version 2.0

SOIL
Sampling Point: Wet F & H DP9
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-4 10YR 5/2 98 10YR 4/4 2 C M Loamy/Clayey Distinct redox concentrations
4-12 10YR 2/1 Mucky Loam/Clay
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
ZLocation: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (A1)
_Thin Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_Histic Epipedon (A2)
_Barrier Islands 1 cm Muck (S12)
_2 cm Muck (A10) (LRR S)
_Black Histic (A3)
(MLRA 153B, 153D)
X Coast Prairie Redox (A16)
_Hydrogen Sulfide (A4)
_Loamy Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
X Stratified Layers (A5)
_Loamy Gleyed Matrix (F2)
X Reduced Vertic (F18)
_Organic Bodies (A6) (LRR, P, T, U)
X Depleted Matrix (F3)
(outside MLRA 150A, 150B)
X 5 cm Mucky Mineral (A7) (LRR P, T, U)
_Redox Dark Surface (F(i)
_Piedmont Floodplain Soils (F19) (LRR P, T)
_Muck Presence (A8) (LRR U)
_Depleted Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T)
_Redox Depressions (F8)
(MLRA 153B)
_Depleted Below Dark Surface (A11)
_Marl (F10) (LRR U)
_Red Parent Material (F21)
_Thick Dark Surface (Al2)
_Depleted Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
_Coast Prairie Redox (A16) (MLRA 150A)
Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
_Sandy Mucky Mineral (S1) (LRR O, S)
_ Umbric Surface (F13) (LRR P, T, U)
_Barrier Islands Low Chroma Matrix (TS7)
_Sandy Gleyed Matrix (S4)
_Delta Ochric (F17) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
_Stripped Matrix (S6)
_Piedmont Floodplain Soils (F19) (MLRA 149A)
_Dark Surface (S7) (LRR P, S, T, U)
_Anomalous Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3lndicators of hydrophytic vegetation and
(LRR S, T, U)
_Very Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes X No
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

U.S. Army Corps of Engineers Requirement Control Symbol
WETLAND DETERMINATION DATA SHEET —Atlantic and Gulf Coastal Plain Region EXEMPT
(Authority: AR 335-15,
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R paragraph 5-2a)
Project/Site: Dudley Mill Pond City/County: Fayetteville /Cumberland Sampling Date: 3/12/2019
Applicant/Owner: Wildlands Engineering State: NC Sampling Point: Wet I DP10
Investigator(s): W. Taylor Section, Township, Range:
Landform (hillside, terrace, etc.): hillside Local relief (concave, convex, none): Concave Slope (%): <1
Subregion (LRR or MLRA): LRR T, MLRA 153A Lat: 34.958628 Long:-78.753127 Datum:
Soil Map Unit Name: Torhunta and Lynn Haven NWI classification: NA
Are climatic /hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation ,Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation ,Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS —Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Old impoundment area with hydrollogy extending to toe of valley slope
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauiredl
Primary Indicators (minimum of one is required; check all that applyl
_Surface Soil Cracks (B6)
_Surface Water (A1)
_Aquatic Fauna (B13)
_Sparsely Vegetated Concave Surface (B8)
_High Water Table (A2)
_Marl Deposits (615) (LRR U)
_Drainage Patterns (B10)
X Saturation (A3)
_Hydrogen Sulfide Odor (C1)
_Moss Trim Lines (B16)
_Water Marks (B1)
_Oxidized Rhizospheres on Living Roots (C3)
Dry -Season Water Table (C2)
_Sediment Deposits (B2)
_Presence of Reduced Iron (C4)
_Crayfish Burrows (C8)
_Drift Deposits (63)
_Recent Iron Reduction in Tilled Soils (C6)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
_Iron Deposits (B5)
_Other (Explain in Remarks)
_Shallow Aquitard (D3)
_Inundation Visible on Aerial Imagery (B7)
X FAC-Neutral Test (D5)
Water -Stained Leaves (B9)
Sphagnum Moss (D8) (LRR T,U)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes X
No Depth (inches): 12
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Five Strata) -Use scientific names of plants.
Sampling Point: Wet I DP10
Tree Stratum (Plot size: 30 )
1. Nyssa aquatica
2.
3.
4.
5.
6.
50% of total cover: _
Saolino Stratum (Plot size: 15 )
1.
2.
3.
4.
5.
6.
50% of total cover:
Shrub Stratum (Plot size: 15 )
1.
2.
3.
4.
5.
6.
50% of total cover:
Herb Stratum (Plot size: 5 )
1. Juncus effusus
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
Absolute Dominant Indicatc
Cover Species? Status
10 Yes OBL
10 =Total Cover
5 20% of total cover:
_=Total Cover
20% of total cover:
_=Total Cover
20% of total cover:
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 3 (A)
Total Number of Dominant
Species Across All Strata: 3 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100.0% (A/B)
Prevalence Index worksheet:
2
Total % Cover of: Multiply by:
OBL species 90 x 1 = 90
FACW species 5 x 2 = 10
FAC species 0 x 3 = 0
FACU species 0 x 4 = 0
UPL species 0 x 5 = 0
Column Totals: 95 (A) 100 (B)
Prevalence Index = B/A = 1.05
Hydrophytic Vegetation Indicators:
_ 1 -Rapid Test for Hydrophytic Vegetation
X 2 -Dominance Test is >50%
X 3 -Prevalence Index is <_3.0'
Problematic Hydrophytic Vegetation' (Explain)
80 Yes OBL
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub -Woody Plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb -All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody Vine -All woody vines, regardless of height
80 =Total Cover
50% of total cover: 40 20% of total cover: 16
Woody Vine Stratum (Plot size: 30 )
1. Smilax laurifolia 5 Yes FACW
2.
3.
4.
5.
Hydrophytic
5 =Total Cover Vegetation
50% of total cover: 3 20% of total cover: 1 Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain -Version 2.0

SOIL
Sampling Point: Wet I DP10
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-12 10YR 3/1 Mucky Loam/Clay
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
ZLocation: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (A1)
_Thin Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_Histic Epipedon (A2)
_Barrier Islands 1 cm Muck (S12)
_2 cm Muck (A10) (LRR S)
_Black Histic (A3)
(MLRA 153B, 153D)
_Coast Prairie Redox (A16)
_Hydrogen Sulfide (A4)
_Loamy Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
_Stratified Layers (A5)
_Loamy Gleyed Matrix (F2)
X Reduced Vertic (F18)
_Organic Bodies (A6) (LRR, P, T, U)
_Depleted Matrix (F3)
(outside MLRA 150A, 150B)
X 5 cm Mucky Mineral (A7) (LRR P, T, U)
_Redox Dark Surface (F(i)
_Piedmont Floodplain Soils (F19) (LRR P, T)
_Muck Presence (A8) (LRR U)
_Depleted Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T)
_Redox Depressions (F8)
(MLRA 153B)
_Depleted Below Dark Surface (A11)
_Marl (F10) (LRR U)
_Red Parent Material (F21)
_Thick Dark Surface (Al2)
_Depleted Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
_Coast Prairie Redox (A16) (MLRA 150A)
Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
_Sandy Mucky Mineral (S1) (LRR O, S)
X Umbric Surface (F13) (LRR P, T, U)
_Barrier Islands Low Chroma Matrix (TS7)
_Sandy Gleyed Matrix (S4)
_Delta Ochric (F17) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
_Stripped Matrix (S6)
_Piedmont Floodplain Soils (F19) (MLRA 149A)
_Dark Surface (S7) (LRR P, S, T, U)
_Anomalous Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3lndicators of hydrophytic vegetation and
(LRR S, T, U)
_Very Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes X No
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

U.S. Army Corps of Engineers Requirement Control Symbol
WETLAND DETERMINATION DATA SHEET —Atlantic and Gulf Coastal Plain Region EXEMPT
(Authority: AR 335-15,
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R paragraph 5-2a)
Project/Site: Dudley Mill Pond City/County: Fayetteville /Cumberland Sampling Date: 3/12/2019
Applicant/Owner: Wildlands Engineering State: NC Sampling Point: upland DP��
Investigator(s): W. Taylor Section, Township, Range:
Landform (hillside, terrace, etc.): Toe of valley Local relief (concave, convex, none): None Slope (%): <1
Subregion (LRR or MLRA): LRR T, MLRA 153A Lat: 34.959245 Long:-78.753526 Datum:
Soil Map Unit Name: Torhunta and Lynn Haven NWI classification: NA
Are climatic /hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation ,Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation ,Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS —Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauiredl
Primary Indicators (minimum of one is required; check all that applyl
_Surface Soil Cracks (B6)
_Surface Water (A1)
_Aquatic Fauna (B13)
_Sparsely Vegetated Concave Surface (B8)
_High Water Table (A2)
_Marl Deposits (615) (LRR U)
_Drainage Patterns (B10)
_Saturation (A3)
_Hydrogen Sulfide Odor (C1)
_Moss Trim Lines (B16)
_Water Marks (B1)
_Oxidized Rhizospheres on Living Roots (C3)
Dry -Season Water Table (C2)
_Sediment Deposits (B2)
_Presence of Reduced Iron (C4)
_Crayfish Burrows (C8)
_Drift Deposits (63)
_Recent Iron Reduction in Tilled Soils (C6)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
_Iron Deposits (B5)
_Other (Explain in Remarks)
_Shallow Aquitard (D3)
_Inundation Visible on Aerial Imagery (B7)
_ FAC-Neutral Test (D5)
Water -Stained Leaves (B9)
Sphagnum Moss (D8) (LRR T,U)
Field Observations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches):
Saturation Present? Yes
No X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Five Strata) —Use scientific names of plants.
Sampling Point: Upland DP11
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
%Cover
Species?
Status
Dominance Test worksheet:
1. Liriodendron tulipifera
40
Yes
FACU
Number of Dominant Species
2. Ilex opaca
10
Yes
FAC
That Are OBL, FACW, or FAC: 4 (A)
3•
Total Number of Dominant
4.
Species Across All Strata: 5 (B)
5•
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 80.0% (A/B)
50
=Total Cover
Prevalence Index worksheet:
50% of total cover:
25
20% of total cover:
10
Total % Cover of: Multiply by:
Saolino Stratum (Plot size: 15 )
OBL species 0 x 1 = 0
1. Liquidambar styraciflua
5
No
FAC
FACW species 2 x 2 = 4
2. Quercus alba
5
No
FACU
FAC species 44 x 3 = 132
3. Ilex opaca
20
Yes
FAC
FACU species 45 x 4 = 180
4. Persea palustris
2
No
FACW
UPL species 2 x 5 = 10
5.
Column Totals: 93 (A) 326 (B)
6.
Prevalence Index = B/A = 3.51
32
=Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover:
16
20% of total cover:
7
_ 1 -Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 15 )
X 2 -Dominance Test is >50%
1. Ilex opaca
2
Yes
FAC
3 -Prevalence Index is <_3.0'
2. Ilex opaca
5
Yes
FAC
_Problematic Hydrophytic Vegetation' (Explain)
3.
4.
5•
'Indicators of hydric soil and wetland hydrology must be
6.
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
7 =Total Cover
50% of total cover:
4
20% of total cover:
2
Tree —Woody plants, excluding woody vines,
Herb Stratum (Plot size: 5 )
approximately 20 ft (6 m) or more in height and 3 in.
1. Fragaria vesca
2
No
UPL
(7•6 cm) or larger in diameter at breast height (DBH).
2•
Sapling —Woody plants, excluding woody vines,
3•
approximately 20 ft (6 m) or more in height and less
4
than 3 in. (7.6 cm) DBH.
5.
Shrub -Woody Plants, excluding woody vines,
6
approximately 3 to 20 ft (1 to 6 m) in height.
�•
Herb —All herbaceous (non -woody) plants, including
8.
herbaceous vines, regardless of size, and woody
9
plants, except woody vines, less than approximately 3
ft (1 m) in height.
10.
11.
Woody Vine —All woody vines, regardless of height.
2
=Total Cover
50% of total cover: 1 20% of total cover: 1
Woody Vine Stratum (Plot size: 30
)
1. Smilax rotundifolia
2
No
FAC
2.
3.
4.
5.
Hydrophytic
2
=Total Cover
Vegetation
50% of total cover:
1
20% of total cover:
1
Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

SOIL
Sampling Point: Upland DP11
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-12 10YR 2/1 Sandy
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
ZLocation: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (A1) _Thin
Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_Histic Epipedon (A2) _Barrier
Islands 1 cm Muck (S12)
_2 cm Muck (A10) (LRR S)
_Black Histic (A3)
(MLRA 153B, 153D)
_Coast Prairie Redox (A16)
_Hydrogen Sulfide (A4) _Loamy
Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
_Stratified Layers (A5) _Loamy
Gleyed Matrix (F2)
_Reduced Vertic (F18)
_Organic Bodies (A6) (LRR, P, T, U) _Depleted
Matrix (F3)
(outside MLRA 150A, 150B)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U) _Redox
Dark Surface (F6)
_Piedmont Floodplain Soils (F19) (LRR P, T)
_Muck Presence (A8) (LRR U) _Depleted
Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T) _Redox
Depressions (F8)
(MLRA 153B)
_Depleted Below Dark Surface (A11) _Marl
(F10) (LRR U)
_Red Parent Material (F21)
_Thick Dark Surface (Al2) _Depleted
Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
_Coast Prairie Redox (A16) (MLRA 150A)
Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
_Sandy Mucky Mineral (S1) (LRR O, S) _
Umbric Surface (F13) (LRR P, T, U)
_Barrier Islands Low Chroma Matrix (TS7)
_Sandy Gleyed Matrix (S4) _Delta
Ochric (F17) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
_Stripped Matrix (S6) _Piedmont
Floodplain Soils (F19) (MLRA 149A)
X Dark Surface (S7) (LRR P, S, T, U) _Anomalous
Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3lndicators of hydrophytic vegetation and
(LRR S, T, U) _Very
Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes X No
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

U.S. Army Corps of Engineers Requirement Control Symbol
WETLAND DETERMINATION DATA SHEET —Atlantic and Gulf Coastal Plain Region EXEMPT
(Authority: AR 335-15,
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R paragraph 5-2a)
Project/Site: Dudley Mill Pond City/County: Fayetteville /Cumberland Sampling Date: 3/11/2019
Applicant/Owner: Wildlands Engineering State: NC Sampling Point: ��°ea�co°�eYa°�e
Investigator(s): W. Taylor Section, Township, Range:
Landform (hillside, terrace, etc.): Linear ditch Local relief (concave, convex, none): Concave Slope (%): <1
Subregion (LRR or MLRA): LRR T, MLRA 153A Lat: 34.965420 Long:-78.749763 Datum:
Soil Map Unit Name: Duplin sandy loam NWI classification: NA
Are climatic /hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation X ,Soil X , or Hydrology X significantly disturbed? Are "Normal Circumstances" present? Yes No X
Are Vegetation X ,Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS —Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Linear ditch feature draining from side slope. No vegetatiion within the ditch feature
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauiredl
Primary Indicators (minimum of one is required; check all that applyl
_Surface Soil Cracks (B6)
X Surface Water (A1)
_Aquatic Fauna (B13)
_Sparsely Vegetated Concave Surface (B8)
X High Water Table (A2)
_Marl Deposits (615) (LRR U)
X Drainage Patterns (B10)
X Saturation (A3)
_Hydrogen Sulfide Odor (C1)
_Moss Trim Lines (B16)
_Water Marks (B1)
_Oxidized Rhizospheres on Living Roots (C3)
Dry -Season Water Table (C2)
_Sediment Deposits (B2)
_Presence of Reduced Iron (C4)
_Crayfish Burrows (C8)
_Drift Deposits (B3)
_Recent Iron Reduction in Tilled Soils (C6)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
_Iron Deposits (B5)
_Other (Explain in Remarks)
_Shallow Aquitard (D3)
_Inundation Visible on Aerial Imagery (B7)
_ FAC-Neutral Test (D5)
Water -Stained Leaves (B9)
Sphagnum Moss (D8) (LRR T,U)
Field Observations:
Surface Water Present? Yes X
No Depth (inches): 12
Water Table Present? Yes X
No Depth (inches): 12
Saturation Present? Yes X
No Depth (inches): 12
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Five Strata) —Use scientific names of plants.
Sampling Point: Linear Conveyance
Tree Stratum (Plot size:
30 )
%Cover Species? Status
Dominance Test worksheet:
1 •
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: (A)
3•
Total Number of Dominant
4.
Species Across All Strata: (B)
5•
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: (A/B)
=Total Cover
Prevalence Index worksheet:
50% of total cover:
20% of total cover:
Total % Cover of: Multiply by:
Saolino Stratum (Plot size:
15 )
OBL species x 1 =
1.
FACW species x 2 =
2.
FAC species x 3 =
3.
FACU species x 4 =
4.
UPL species x 5 =
5.
Column Totals: (A) (B)
6.
Prevalence Index = B/A =
=Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover:
20% of total cover:
_ 1 -Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size:
15 )
2 -Dominance Test is >50%
1.
3 -Prevalence Index is <_3.0'
2.
_Problematic Hydrophytic Vegetation' (Explain)
3.
4.
5•
'Indicators of hydric soil and wetland hydrology must be
6.
present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
=Total Cover
50% of total cover:
20% of total cover:
Tree —Woody plants, excluding woody vines,
Herb Stratum (Plot size:
5 )
approximately 20 ft (6 m) or more in height and 3 in.
1
(7.6 cm) or larger in diameter at breast height (DBH).
2•
Sapling —Woody plants, excluding woody vines,
3•
approximately 20 ft (6 m) or more in height and less
4
than 3 in. (7.6 cm) DBH.
5.
Shrub -Woody Plants, excluding woody vines,
6
approximately 3 to 20 ft (1 to 6 m) in height.
�•
Herb —All herbaceous (non -woody) plants, including
8.
herbaceous vines, regardless of size, and woody
g
plants, except woody vines, less than approximately 3
ft (1 m) in height.
10.
11.
Woody Vine —All woody vines, regardless of height.
=Total Cover
50% of total cover: 20% of total cover:
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

SOIL
Sampling Point: Linear Conveyance
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-12 10YR 3/1 Mucky Sand
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
ZLocation: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (A1) _Thin
Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_Histic Epipedon (A2) _Barrier
Islands 1 cm Muck (S12)
_2 cm Muck (A10) (LRR S)
_Black Histic (A3)
(MLRA 153B, 153D)
_Coast Prairie Redox (A16)
_Hydrogen Sulfide (A4) _Loamy
Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
_Stratified Layers (A5) _Loamy
Gleyed Matrix (F2)
_Reduced Vertic (F18)
_Organic Bodies (Afi) (LRR, P, T, U) _Depleted
Matrix (F3)
(outside MLRA 150A, 150B)
X 5 cm Mucky Mineral (A7) (LRR P, T, U) _Redox
Dark Surface (F6)
_Piedmont Floodplain Soils (F19) (LRR P, T)
_Muck Presence (A8) (LRR U) _Depleted
Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T) _Redox
Depressions (F8)
(MLRA 153B)
_Depleted Below Dark Surface (A11) _Marl
(F10) (LRR U)
_Red Parent Material (F21)
_Thick Dark Surface (Al2) _Depleted
Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
_Coast Prairie Redox (A16) (MLRA 150A)
Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
_Sandy Mucky Mineral (S1) (LRR O, S) _
Umbric Surface (F13) (LRR P, T, U)
_Barrier Islands Low Chroma Matrix (TS7)
_Sandy Gleyed Matrix (S4) _Delta
Ochric (F17) (MLRA 151)
(MLRA 153B, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 150B)
_Other (Explain in Remarks)
_Stripped Matrix (SEi) _Piedmont
Floodplain Soils (F19) (MLRA 149A)
X Dark Surface (S7) (LRR P, S, T, U) _Anomalous
Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3lndicators of hydrophytic vegetation and
(LRR S, T, U) _Very
Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes X No
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

NCWAM Forms

NC WAM FIELD ASSESSMENT FORM
Hccompanies user rvianuai version o.0
USACE AID #
NCDWR#
Project Name
Dudley Pond Mitigation Site
Date of Evaluation
4/11/2019
Applicant/Owner Name
Wildlands Engineering
Wetland Site Name
AA 1
Wetland Type
Bottomland Hardwood Forest
Assessor Name/Organization
C. Neaves/Wildlands
Level III Ecoregion
Middle Atlantic Coastal Plain
Nearest Named Water Body
Cedar Creek
River Basin
Cape Fear
USGS 8-Digit Catalogue Unit
03030005
County
Cumberland
NCDWR Region
Fa etteville
❑ Yes ®No
Precipitation within 48 hrs?
Latitude/Longitude (deci-degrees)
34.964766,-78.749443
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
• Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
• Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby septic
tanks, underground storage tanks (USTs), hog lagoons, etc.)
• Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
• Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? ❑Yes ®No
Regulatory Considerations -Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
❑ Anadromous fish
® Federally protected species or State endangered or threatened species
❑ NCDWR riparian buffer rule in effect
❑ Abuts a Primary Nursery Area (PNA)
❑ Publicly owned property
❑ N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
❑ Abuts a stream with a NCDWO classification of SA or supplemental classifications of HOW, ORW, or Trout
❑ Designated NCNHP reference community
❑ Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
® Blackwater
❑ Brownwater
❑ Tidal (if tidal, check one of the following boxes) ❑Lunar ❑Wind ❑Both
Is the assessment area on a coastal island? ❑Yes ® No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? ❑Yes ®No
Does the assessment area experience overbank flooding during normal rainfall conditions? ❑Yes ® No
Ground Surface Condition/Vegetation Condition —assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in the
assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the assessment
area based on evidence an effect.
GS VS
®A ®A Not severely altered
❑B ❑B Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing, less
diversity [if appropriate], hydrologic alteration)
Surface and Sub -Surface Storage Capacity and Duration —assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration (Sub).
Consider both increase and decrease in hydrology. A ditch <_ 1 foot deep is considered to affect surface water only, while a ditch > 1 foot
deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
❑A ❑A Water storage capacity and duration are not altered.
❑B ❑B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
®C ®C Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
3. Water Storage/Surface Relief —assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. ❑A ❑A Majority of wetland with depressions able to pond water > 1 deep
❑B ❑B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep
❑C ®C Majority of wetland with depressions able to pond water 3 to 6 inches deep
®D ❑D Depressions able to pond water < 3 inches deep
3b. ❑A Evidence that maximum depth of inundation is greater than 2 feet
❑B Evidence that maximum depth of inundation is between 1 and 2 feet
®C Evidence that maximum depth of inundation is less than 1 foot

4. Soil Texture/Structure —assessment area condition metric (skip for all marshes)
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature.
Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional
indicators.
4a. ❑A Sandy soil
®B Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
❑C Loamy or clayey soils not exhibiting redoximorphic features
❑D Loamy or clayey gleyed soil
❑E Histosol or histic epipedon
4b. ❑A Soil ribbon < 1 inch
®B Soil ribbon >_ 1 inch
4c. ®A No peat or muck presence
❑B A peat or muck presence
5. Discharge into Wetland —opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub). Examples
ofsub-surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
®A ®A Little or no evidence of pollutants or discharges entering the assessment area
❑B ❑B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
❑C ❑C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use —opportunity metric (skip for non -riparian wetlands)
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources draining
to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the assessment area (5M),
and within 2 miles and within the watershed draining to the assessment area (2M).
WS
5M
2M
❑A
❑A
❑A
> 10%impervious surfaces
❑B
❑B
❑B
Confined animal operations (or other local, concentrated source of pollutants
❑C
❑C
❑C
>_ 20% coverage of pasture
®D
®D
®D
>_ 20% coverage of agricultural land (regularly plowed land)
❑E
❑E
❑E
>_ 20% coverage of maintained grass/herb
❑F
❑F
❑F
>_ 20% coverage of clear-cut land
❑G
❑G
❑G
Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in
the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the
assessment area.
7. Wetland Acting as Vegetated Buffer —assessment area/wetland complex condition metric (skip for non -riparian wetlands)
7a. Is assessment area within 50 feet of a tributary or other open water?
®Yes ❑No If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is wetland? (Wetland buffer need only be present on one side of the .water body. Make
buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.)
❑A >_ 50 feet
®B From 30 to < 50 feet
❑C From 15 to < 30 feet
❑D From 5 to < 15 feet
❑E < 5 feet or buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
®<_ 15-feet wide ❑> 15-feet wide ❑Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
❑Yes ®No
7e. Is stream or other open water sheltered or exposed?
®Sheltered —adjacent open water with width < 2500 feet and no regular boat traffic.
❑Exposed —adjacent open water with width >_ 2500 feet or regular boat traffic.
8. Wetland Width at the Assessment Area —wetland type/wetland complex condition metric (evaluate WT for all marshes and
Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest
only)
Check a box in each column for riverine wetlands only. Select the average width for the wetland type at the assessment area (WT) and
the wetland complex at the assessment area (WC). See User Manual for WT and WC boundaries.
WT WC
®A ®A >_ 100 feet
❑B ❑B From 80 to < 100 feet
❑C ❑C From 50 to < 80 feet
❑D ❑D From 40 to < 50 feet
❑E ❑E From 30 to < 40 feet
❑F ❑F From 15 to < 30 feet
❑G ❑G From 5 to < 15 feet
❑H ❑H < 5 feet

9. Inundation Duration —assessment area condition metric (skip for non -riparian wetlands)
Answer for assessment area dominant landform.
®A Evidence of short -duration inundation (< 7 consecutive days)
❑B Evidence of saturation, without evidence of inundation
❑C Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition —assessment area condition metric (skip for non -riparian wetlands and all marshes)
Consider recent deposition only (no plant growth since deposition).
®A Sediment deposition is not excessive, but at approximately natural levels.
❑B Sediment deposition is excessive, but not overwhelming the wetland.
❑C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size —wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT
WC
FW (if applicable)
❑A
❑A
❑A
>_ 500 acres
❑B
❑B
❑B
From 100 to < 500 acres
❑C
❑C
❑C
From 50 to < 100 acres
❑D
❑D
❑D
From 25 to < 50 acres
❑E
❑E
❑E
From 10 to < 25 acres
❑F
❑F
❑F
From 5 to < 10 acres
❑G
❑G
❑G
From 1 to < 5 acres
❑H
❑H
❑H
From 0.5 to < 1 acre
®I
®I
®I
From 0.1 to < 0.5 acre
❑J
❑J
❑J
From 0.01 to < 0.1 acre
❑K
❑K
❑K
< 0.01 acre or assessment area is clear-cut
12. Wetland Intactness —wetland type condition metric (evaluate for Pocosins only)
❑A Pocosin is the full extent (>_ 90%) of its natural landscape size.
❑B Pocosin type is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas —landscape condition metric
13a. Check appropriate boxes) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility line
corridors the width of a four -lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water > 300
feet wide.
Well Loosely
❑A
®A
>_ 500 acres
®B
❑B
From 100 to < 500 acres
❑C
❑C
From 50 to < 100 acres
❑D
❑D
From 10 to < 50 acres
❑E
❑E
< 10 acres
❑F
❑F
Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
❑Yes ❑No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect —wetland type condition metric (skip for all marshes and Estuarine Woody Wetland)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas >_ 40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear -cuts. Consider
the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessment area is clear cut,
select option "C."
®A 0
❑ B 1 to 4
❑C 5to8
15. Vegetative Composition —assessment area condition metric (skip for all marshes and Pine Flat)
®A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
❑B Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or clearing.
It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
❑C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at
least one stratum.
16. Vegetative Diversity —assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
®A Vegetation diversity is high and is composed primarily of native species (< 10% cover of exotics).
❑B Vegetation diversity is low or has > 10% to 50% cover of exotics.
❑C Vegetation is dominated by exotic species (> 50 %cover of exotics).

17. Vegetative Structure —assessment area/wetland type condition metric
17a. Is vegetation present?
®Yes ❑No If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
❑A >_ 25% coverage of vegetation
❑B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider
structure in airspace above the assessment area (AA) and the wetland type (WT) separately.
AA WT
T
o ❑A ❑A Canopy closed, or nearly closed, with natural gaps associated with natural processes
� ®B ®B Canopy present, but opened more than natural gaps
U ❑C ❑C Canopy sparse or absent
g ❑A ❑A Dense mid-story/sapling layer
®B ®B Moderate density mid-story/sapling layer
❑C ❑C Mid-story/sapling layer sparse or absent
� ❑A ❑A Dense shrub layer
� ®B ®B Moderate density shrub layer
� ❑C ❑C Shrub layer sparse or absent
� ❑A ❑A Dense herb layer
_ ®B ®B Moderate density herb layer
❑C ❑C Herb layer sparse or absent
18. Snags —wetland type condition metric (skip for all marshes)
®A Large snags (more than one) are visible (> 12 inches DBH, or large relative to species present and landscape stability).
❑B NotA
19. Diameter Class Distribution —wetland type condition metric (skip for all marshes)
❑A Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
®B Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 inch DBH.
❑C Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris —wetland type condition metric (skip for all marshes)
Include both natural debris and man -placed natural debris.
❑A Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
®B Not A
21. Vegetation/Open Water Dispersion —wetland type/open water condition metric (evaluate for Non -Tidal Freshwater Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
❑A ❑B ❑C ❑D
fit:. �-:� �,��,��i `� �.J i '`�-- i '� i
22. Hydrologic Connectivity —assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only)
Examples of activities that may severely alter hydrologic connectivity include intensive ditching, fill, sedimentation, channelization, diversion,
man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D.
❑A Overbank and overland flow are not severely altered in the assessment area.
❑B Overbank flow is severely altered in the assessment area.
❑C Overland flow is severely altered in the assessment area.
®D Both overbank and overland flow are severely altered in the assessment area.
Notes
No evidence of beaver activity influencing water storage capacity at time of observation; area has previously been influenced by beaver.
No overbank flooding during "normal" climatic condiditons. Wrack lines and evidence of inundation > 1' were observed and attributed to the 2018
hurricane season.
Ditch and berm network "severely" alters overland and overbank flow.

NC WAM Wetland Rating Sheet
Accompanies User Manual Version 5.0
Wetland Site Name AA 1 Date of Assessment
4/11/2019
Wetland Type Bottomland Hardwood Forest Assessor Name/Organization
C. Neaves/Wildlands
Notes on Field Assessment Form (Y/N)
YES
Presence of regulatory considerations (Y/N)
YES
Wetland is intensively managed (Y/N)
NO
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N)
YES
Assessment area is substantially altered by beaver (Y/N)
NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N)
NO
Assessment area is on a coastal island (Y/N)
NO
Sub -function Rating Summary
Function Sub -function Metrics
Rating
Hydrology Surface Storage and Retention Condition
LOW
Sub -surface Storage and
Retention Condition
LOW
Water Quality Pathogen Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Particulate Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Soluble Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Physical Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Pollution Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Habitat Physical Structure
Condition
LOW
Landscape Patch Structure
Condition
MEDIUM
Vegetation Composition
Condition
HIGH
Function Ratina Summar
Function
Metrics
Rating
Hydrology
Condition
LOW
Water Quality
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Habitat
Condition
MEDIUM
Overall Wetland Rating Low

NC WAM FIELD ASSESSMENT FORM
Hccompanies user rvianuai version o.0
USACE AID #
NCDWR#
Project Name
Dudley Pond Mitigation Site
Date of Evaluation
4/11/2019
Applicant/Owner Name
Wildlands Engineering
Wetland Site Name
AA 2
Wetland Type
Bottomland Hardwood Forest
Assessor Name/Organization
C. Neaves/Wildlands
Level III Ecoregion
Middle Atlantic Coastal Plain
Nearest Named Water Body
Cedar Creek
River Basin
Cape Fear
USGS 8-Digit Catalogue Unit
03030005
County
Cumberland
NCDWR Region
Fa etteville
❑ Yes ®No
Precipitation within 48 hrs?
Latitude/Longitude (deci-degrees)
34.964139,-78.749162
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
• Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
• Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby septic
tanks, underground storage tanks (USTs), hog lagoons, etc.)
• Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
• Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? ❑Yes ®No
Regulatory Considerations -Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
❑ Anadromous fish
® Federally protected species or State endangered or threatened species
❑ NCDWR riparian buffer rule in effect
❑ Abuts a Primary Nursery Area (PNA)
❑ Publicly owned property
❑ N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
❑ Abuts a stream with a NCDWO classification of SA or supplemental classifications of HOW, ORW, or Trout
❑ Designated NCNHP reference community
❑ Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
® Blackwater
❑ Brownwater
❑ Tidal (if tidal, check one of the following boxes) ❑Lunar ❑Wind ❑Both
Is the assessment area on a coastal island? ❑Yes ® No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? ❑Yes ®No
Does the assessment area experience overbank flooding during normal rainfall conditions? ❑Yes ® No
Ground Surface Condition/Vegetation Condition —assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in the
assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the assessment
area based on evidence an effect.
GS VS
®A ®A Not severely altered
❑B ❑B Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing, less
diversity [if appropriate], hydrologic alteration)
Surface and Sub -Surface Storage Capacity and Duration —assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration (Sub).
Consider both increase and decrease in hydrology. A ditch <_ 1 foot deep is considered to affect surface water only, while a ditch > 1 foot
deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
❑A ❑A Water storage capacity and duration are not altered.
❑B ❑B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
®C ®C Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
3. Water Storage/Surface Relief —assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. ❑A ❑A Majority of wetland with depressions able to pond water > 1 deep
❑B ❑B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep
®C ®C Majority of wetland with depressions able to pond water 3 to 6 inches deep
❑D ❑D Depressions able to pond water < 3 inches deep
3b. ❑A Evidence that maximum depth of inundation is greater than 2 feet
❑B Evidence that maximum depth of inundation is between 1 and 2 feet
®C Evidence that maximum depth of inundation is less than 1 foot

4. Soil Texture/Structure —assessment area condition metric (skip for all marshes)
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature.
Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional
indicators.
4a. ❑A Sandy soil
®B Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
❑C Loamy or clayey soils not exhibiting redoximorphic features
❑D Loamy or clayey gleyed soil
❑E Histosol or histic epipedon
4b. ❑A Soil ribbon < 1 inch
®B Soil ribbon >_ 1 inch
4c. ®A No peat or muck presence
❑B A peat or muck presence
5. Discharge into Wetland —opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub). Examples
ofsub-surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
®A ®A Little or no evidence of pollutants or discharges entering the assessment area
❑B ❑B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
❑C ❑C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use —opportunity metric (skip for non -riparian wetlands)
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources draining
to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the assessment area (5M),
and within 2 miles and within the watershed draining to the assessment area (2M).
WS
5M
2M
❑A
❑A
❑A
> 10%impervious surfaces
❑B
❑B
❑B
Confined animal operations (or other local, concentrated source of pollutants
❑C
❑C
❑C
>_ 20% coverage of pasture
®D
®D
®D
>_ 20% coverage of agricultural land (regularly plowed land)
❑E
❑E
❑E
>_ 20% coverage of maintained grass/herb
❑F
❑F
❑F
>_ 20% coverage of clear-cut land
❑G
❑G
❑G
Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in
the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the
assessment area.
7. Wetland Acting as Vegetated Buffer —assessment area/wetland complex condition metric (skip for non -riparian wetlands)
7a. Is assessment area within 50 feet of a tributary or other open water?
®Yes ❑No If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is wetland? (Wetland buffer need only be present on one side of the .water body. Make
buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.)
❑A >_ 50 feet
®B From 30 to < 50 feet
❑C From 15 to < 30 feet
❑D From 5 to < 15 feet
❑E < 5 feet or buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
❑<_ 15-feet wide ®> 15-feet wide ❑Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
®Yes ❑No
7e. Is stream or other open water sheltered or exposed?
®Sheltered —adjacent open water with width < 2500 feet and no regular boat traffic.
❑Exposed —adjacent open water with width >_ 2500 feet or regular boat traffic.
8. Wetland Width at the Assessment Area —wetland type/wetland complex condition metric (evaluate WT for all marshes and
Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest
only)
Check a box in each column for riverine wetlands only. Select the average width for the wetland type at the assessment area (WT) and
the wetland complex at the assessment area (WC). See User Manual for WT and WC boundaries.
WT WC
®A ®A >_ 100 feet
❑B ❑B From 80 to < 100 feet
❑C ❑C From 50 to < 80 feet
❑D ❑D From 40 to < 50 feet
❑E ❑E From 30 to < 40 feet
❑F ❑F From 15 to < 30 feet
❑G ❑G From 5 to < 15 feet
❑H ❑H < 5 feet

9. Inundation Duration —assessment area condition metric (skip for non -riparian wetlands)
Answer for assessment area dominant landform.
®A Evidence of short -duration inundation (< 7 consecutive days)
❑B Evidence of saturation, without evidence of inundation
❑C Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition —assessment area condition metric (skip for non -riparian wetlands and all marshes)
Consider recent deposition only (no plant growth since deposition).
®A Sediment deposition is not excessive, but at approximately natural levels.
❑B Sediment deposition is excessive, but not overwhelming the wetland.
❑C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size —wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT
WC
FW (if applicable)
❑A
❑A
❑A
>_ 500 acres
❑B
❑B
❑B
From 100 to < 500 acres
❑C
❑C
❑C
From 50 to < 100 acres
❑D
®D
❑D
From 25 to < 50 acres
❑E
❑E
❑E
From 10 to < 25 acres
®F
❑F
®F
From 5 to < 10 acres
❑G
❑G
❑G
From 1 to < 5 acres
❑H
❑H
❑H
From 0.5 to < 1 acre
❑I
❑I
❑I
From 0.1 to < 0.5 acre
❑J
❑J
❑J
From 0.01 to < 0.1 acre
❑K
❑K
❑K
< 0.01 acre or assessment area is clear-cut
12. Wetland Intactness —wetland type condition metric (evaluate for Pocosins only)
❑A Pocosin is the full extent (>_ 90%) of its natural landscape size.
❑B Pocosin type is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas —landscape condition metric
13a. Check appropriate boxes) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility line
corridors the width of a four -lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water > 300
feet wide.
Well Loosely
❑A
®A
>_ 500 acres
®B
❑B
From 100 to < 500 acres
❑C
❑C
From 50 to < 100 acres
❑D
❑D
From 10 to < 50 acres
❑E
❑E
< 10 acres
❑F
❑F
Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
❑Yes ❑No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect —wetland type condition metric (skip for all marshes and Estuarine Woody Wetland)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas >_ 40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear -cuts. Consider
the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessment area is clear cut,
select option "C."
❑A 0
®B 1 to 4
❑C 5to8
15. Vegetative Composition —assessment area condition metric (skip for all marshes and Pine Flat)
❑A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
®B Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or clearing.
It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
❑C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at
least one stratum.
16. Vegetative Diversity —assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
❑A Vegetation diversity is high and is composed primarily of native species (< 10% cover of exotics).
®B Vegetation diversity is low or has > 10% to 50% cover of exotics.
❑C Vegetation is dominated by exotic species (> 50 %cover of exotics).

17. Vegetative Structure —assessment area/wetland type condition metric
17a. Is vegetation present?
®Yes ❑No If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
❑A >_ 25% coverage of vegetation
❑B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider
structure in airspace above the assessment area (AA) and the wetland type (WT) separately.
AA WT
T
o ❑A ❑A Canopy closed, or nearly closed, with natural gaps associated with natural processes
� ®B ®B Canopy present, but opened more than natural gaps
U ❑C ❑C Canopy sparse or absent
g ®A ®A Dense mid-story/sapling layer
❑B ❑B Moderate density mid-story/sapling layer
❑C ❑C Mid-story/sapling layer sparse or absent
� ❑A ❑A Dense shrub layer
� ®B ®B Moderate density shrub layer
� ❑C ❑C Shrub layer sparse or absent
� ®A ®A Dense herb layer
_ ❑B ❑B Moderate density herb layer
❑C ❑C Herb layer sparse or absent
18. Snags —wetland type condition metric (skip for all marshes)
®A Large snags (more than one) are visible (> 12 inches DBH, or large relative to species present and landscape stability).
❑B NotA
19. Diameter Class Distribution —wetland type condition metric (skip for all marshes)
❑A Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
®B Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 inch DBH.
❑C Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris —wetland type condition metric (skip for all marshes)
Include both natural debris and man -placed natural debris.
❑A Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
®B Not A
21. Vegetation/Open Water Dispersion —wetland type/open water condition metric (evaluate for Non -Tidal Freshwater Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
❑A ❑B ❑C ❑D
fit:. �-:� �,��,��i `� �.J i '`�-- i '� i
22. Hydrologic Connectivity —assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only)
Examples of activities that may severely alter hydrologic connectivity include intensive ditching, fill, sedimentation, channelization, diversion,
man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D.
❑A Overbank and overland flow are not severely altered in the assessment area.
❑B Overbank flow is severely altered in the assessment area.
❑C Overland flow is severely altered in the assessment area.
®D Both overbank and overland flow are severely altered in the assessment area.
Notes
No evidence of beaver activity influencing water storage capacity at time of observation; area has previously been influenced by beaver.
No overbank flooding during "normal" climatic condiditons. Wrack lines and evidence of inundation >1' were observed and attributed to the 2018
hurricane season.
Ditch and berm network "severely" alters overland and overbank flow.

NC WAM Wetland Rating Sheet
Accompanies User Manual Version 5.0
Wetland Site Name AA 2 Date of Assessment
4/11/2019
Wetland Type Bottomland Hardwood Forest Assessor Name/Organization
C. Neaves/Wildlands
Notes on Field Assessment Form (Y/N)
YES
Presence of regulatory considerations (Y/N)
YES
Wetland is intensively managed (Y/N)
NO
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N)
YES
Assessment area is substantially altered by beaver (Y/N)
NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N)
NO
Assessment area is on a coastal island (Y/N)
NO
Sub -function Rating Summary
Function Sub -function Metrics
Rating
Hydrology Surface Storage and Retention Condition
LOW
Sub -surface Storage and
Retention Condition
LOW
Water Quality Pathogen Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Particulate Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Soluble Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Physical Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Pollution Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Habitat Physical Structure
Condition
LOW
Landscape Patch Structure
Condition
LOW
Vegetation Composition
Condition
MEDIUM
Function Ratina Summar
Function
Metrics
Rating
Hydrology
Condition
LOW
Water Quality
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Habitat
Condition
LOW
Overall Wetland Rating Low

NC WAM FIELD ASSESSMENT FORM
Hccompanies user rvianuai version o.0
USACE AID #
NCDWR#
Project Name
Dudley Pond Mitigation Site
Date of Evaluation
4/11/2019
Applicant/Owner Name
Wildlands Engineering
Wetland Site Name
AA 3
Wetland Type
Bottomland Hardwood Forest
Assessor Name/Organization
C. Neaves/Wildlands
Level III Ecoregion
Middle Atlantic Coastal Plain
Nearest Named Water Body
Cedar Creek
River Basin
Cape Fear
USGS 8-Digit Catalogue Unit
03030005
County
Cumberland
NCDWR Region
Fa etteville
❑ Yes ®No
Precipitation within 48 hrs?
Latitude/Longitude (deci-degrees)
34.963181,-78.749294
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
• Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
• Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby septic
tanks, underground storage tanks (USTs), hog lagoons, etc.)
• Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
• Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? ❑Yes ®No
Regulatory Considerations -Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
❑ Anadromous fish
® Federally protected species or State endangered or threatened species
❑ NCDWR riparian buffer rule in effect
❑ Abuts a Primary Nursery Area (PNA)
❑ Publicly owned property
❑ N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
❑ Abuts a stream with a NCDWO classification of SA or supplemental classifications of HOW, ORW, or Trout
❑ Designated NCNHP reference community
❑ Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
® Blackwater
❑ Brownwater
❑ Tidal (if tidal, check one of the following boxes) ❑Lunar ❑Wind ❑Both
Is the assessment area on a coastal island? ❑Yes ® No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? ❑Yes ®No
Does the assessment area experience overbank flooding during normal rainfall conditions? ❑Yes ® No
Ground Surface Condition/Vegetation Condition —assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in the
assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the assessment
area based on evidence an effect.
GS VS
®A ®A Not severely altered
❑B ❑B Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing, less
diversity [if appropriate], hydrologic alteration)
Surface and Sub -Surface Storage Capacity and Duration —assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration (Sub).
Consider both increase and decrease in hydrology. A ditch <_ 1 foot deep is considered to affect surface water only, while a ditch > 1 foot
deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
❑A ❑A Water storage capacity and duration are not altered.
®B ❑B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
❑C ®C Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
3. Water Storage/Surface Relief —assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. ❑A ❑A Majority of wetland with depressions able to pond water > 1 deep
❑B ❑B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep
®C ®C Majority of wetland with depressions able to pond water 3 to 6 inches deep
❑D ❑D Depressions able to pond water < 3 inches deep
3b. ❑A Evidence that maximum depth of inundation is greater than 2 feet
❑B Evidence that maximum depth of inundation is between 1 and 2 feet
®C Evidence that maximum depth of inundation is less than 1 foot

4. Soil Texture/Structure —assessment area condition metric (skip for all marshes)
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature.
Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional
indicators.
4a. ❑A Sandy soil
®B Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
❑C Loamy or clayey soils not exhibiting redoximorphic features
❑D Loamy or clayey gleyed soil
❑E Histosol or histic epipedon
4b. ❑A Soil ribbon < 1 inch
®B Soil ribbon >_ 1 inch
4c. ❑A No peat or muck presence
®B A peat or muck presence
5. Discharge into Wetland —opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub). Examples
ofsub-surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
®A ®A Little or no evidence of pollutants or discharges entering the assessment area
❑B ❑B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
❑C ❑C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use —opportunity metric (skip for non -riparian wetlands)
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources draining
to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the assessment area (5M),
and within 2 miles and within the watershed draining to the assessment area (2M).
WS
5M
2M
❑A
❑A
❑A
> 10%impervious surfaces
❑B
❑B
❑B
Confined animal operations (or other local, concentrated source of pollutants
❑C
❑C
❑C
>_ 20% coverage of pasture
®D
®D
®D
>_ 20% coverage of agricultural land (regularly plowed land)
❑E
❑E
❑E
>_ 20% coverage of maintained grass/herb
❑F
❑F
❑F
>_ 20% coverage of clear-cut land
❑G
❑G
❑G
Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in
the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the
assessment area.
7. Wetland Acting as Vegetated Buffer —assessment area/wetland complex condition metric (skip for non -riparian wetlands)
7a. Is assessment area within 50 feet of a tributary or other open water?
®Yes ❑No If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is wetland? (Wetland buffer need only be present on one side of the .water body. Make
buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.)
❑A >_ 50 feet
®B From 30 to < 50 feet
❑C From 15 to < 30 feet
❑D From 5 to < 15 feet
❑E < 5 feet or buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
❑<_ 15-feet wide ®> 15-feet wide ❑Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
®Yes ❑No
7e. Is stream or other open water sheltered or exposed?
®Sheltered —adjacent open water with width < 2500 feet and no regular boat traffic.
❑Exposed —adjacent open water with width >_ 2500 feet or regular boat traffic.
8. Wetland Width at the Assessment Area —wetland type/wetland complex condition metric (evaluate WT for all marshes and
Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest
only)
Check a box in each column for riverine wetlands only. Select the average width for the wetland type at the assessment area (WT) and
the wetland complex at the assessment area (WC). See User Manual for WT and WC boundaries.
WT WC
®A ®A >_ 100 feet
❑B ❑B From 80 to < 100 feet
❑C ❑C From 50 to < 80 feet
❑D ❑D From 40 to < 50 feet
❑E ❑E From 30 to < 40 feet
❑F ❑F From 15 to < 30 feet
❑G ❑G From 5 to < 15 feet
❑H ❑H < 5 feet

9. Inundation Duration —assessment area condition metric (skip for non -riparian wetlands)
Answer for assessment area dominant landform.
®A Evidence of short -duration inundation (< 7 consecutive days)
❑B Evidence of saturation, without evidence of inundation
❑C Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition —assessment area condition metric (skip for non -riparian wetlands and all marshes)
Consider recent deposition only (no plant growth since deposition).
®A Sediment deposition is not excessive, but at approximately natural levels.
❑B Sediment deposition is excessive, but not overwhelming the wetland.
❑C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size —wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT
WC
FW (if applicable)
❑A
❑A
❑A
>_ 500 acres
❑B
❑B
❑B
From 100 to < 500 acres
❑C
❑C
❑C
From 50 to < 100 acres
❑D
®D
❑D
From 25 to < 50 acres
❑E
❑E
❑E
From 10 to < 25 acres
®F
❑F
®F
From 5 to < 10 acres
❑G
❑G
❑G
From 1 to < 5 acres
❑H
❑H
❑H
From 0.5 to < 1 acre
❑I
❑I
❑I
From 0.1 to < 0.5 acre
❑J
❑J
❑J
From 0.01 to < 0.1 acre
❑K
❑K
❑K
< 0.01 acre or assessment area is clear-cut
12. Wetland Intactness —wetland type condition metric (evaluate for Pocosins only)
❑A Pocosin is the full extent (>_ 90%) of its natural landscape size.
❑B Pocosin type is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas —landscape condition metric
13a. Check appropriate boxes) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility line
corridors the width of a four -lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water > 300
feet wide.
Well Loosely
❑A
®A
>_ 500 acres
®B
❑B
From 100 to < 500 acres
❑C
❑C
From 50 to < 100 acres
❑D
❑D
From 10 to < 50 acres
❑E
❑E
< 10 acres
❑F
❑F
Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
❑Yes ❑No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect —wetland type condition metric (skip for all marshes and Estuarine Woody Wetland)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas >_ 40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear -cuts. Consider
the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessment area is clear cut,
select option "C."
❑A 0
®B 1 to 4
❑C 5to8
15. Vegetative Composition —assessment area condition metric (skip for all marshes and Pine Flat)
❑A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
®B Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or clearing.
It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
❑C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at
least one stratum.
16. Vegetative Diversity —assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
®A Vegetation diversity is high and is composed primarily of native species (< 10% cover of exotics).
❑B Vegetation diversity is low or has > 10% to 50% cover of exotics.
❑C Vegetation is dominated by exotic species (> 50 %cover of exotics).

17. Vegetative Structure —assessment area/wetland type condition metric
17a. Is vegetation present?
®Yes ❑No If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
❑A >_ 25% coverage of vegetation
❑B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider
structure in airspace above the assessment area (AA) and the wetland type (WT) separately.
AA WT
T
o ❑A ❑A Canopy closed, or nearly closed, with natural gaps associated with natural processes
� ®B ®B Canopy present, but opened more than natural gaps
U ❑C ❑C Canopy sparse or absent
g ❑A ❑A Dense mid-story/sapling layer
®B ®B Moderate density mid-story/sapling layer
❑C ❑C Mid-story/sapling layer sparse or absent
� ®A ®A Dense shrub layer
� ❑B ❑B Moderate density shrub layer
� ❑C ❑C Shrub layer sparse or absent
� ❑A ❑A Dense herb layer
_ ®B ®B Moderate density herb layer
❑C ❑C Herb layer sparse or absent
18. Snags —wetland type condition metric (skip for all marshes)
®A Large snags (more than one) are visible (> 12 inches DBH, or large relative to species present and landscape stability).
❑B NotA
19. Diameter Class Distribution —wetland type condition metric (skip for all marshes)
❑A Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
®B Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 inch DBH.
❑C Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris —wetland type condition metric (skip for all marshes)
Include both natural debris and man -placed natural debris.
❑A Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
®B Not A
21. Vegetation/Open Water Dispersion —wetland type/open water condition metric (evaluate for Non -Tidal Freshwater Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
❑A ❑B ❑C ❑D
fit:. �-:� �,��,��i `� �.J i '`�-- i '� i
22. Hydrologic Connectivity —assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only)
Examples of activities that may severely alter hydrologic connectivity include intensive ditching, fill, sedimentation, channelization, diversion,
man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D.
❑A Overbank and overland flow are not severely altered in the assessment area.
❑B Overbank flow is severely altered in the assessment area.
❑C Overland flow is severely altered in the assessment area.
®D Both overbank and overland flow are severely altered in the assessment area.
Notes
No evidence of beaver activity influencing water storage capacity at time of observation; area has previously been influenced by beaver.
No overbank flooding during "normal" climatic condiditons. Wrack lines and evidence of inundation >1' were observed and attributed to the 2018
hurricane season.
Ditch and berm network "severely" alters overland and overbank flow.

NC WAM Wetland Rating Sheet
Accompanies User Manual Version 5.0
Wetland Site Name AA 3 Date of Assessment
4/11/2019
Wetland Type Bottomland Hardwood Forest Assessor Name/Organization
C. Neaves/Wildlands
Notes on Field Assessment Form (Y/N)
YES
Presence of regulatory considerations (Y/N)
YES
Wetland is intensively managed (Y/N)
NO
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N)
YES
Assessment area is substantially altered by beaver (Y/N)
NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N)
NO
Assessment area is on a coastal island (Y/N)
NO
Sub -function Rating Summary
Function Sub -function Metrics
Rating
Hydrology Surface Storage and Retention Condition
LOW
Sub -surface Storage and
Retention Condition
LOW
Water Quality Pathogen Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Particulate Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Soluble Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Physical Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Pollution Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Habitat Physical Structure
Condition
MEDIUM
Landscape Patch Structure
Condition
LOW
Vegetation Composition
Condition
MEDIUM
Function Ratina Summar
Function
Metrics
Rating
Hydrology
Condition
LOW
Water Quality
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Habitat
Condition
LOW
Overall Wetland Rating Low

NC WAM FIELD ASSESSMENT FORM
Hccompanies user rvianuai version o.0
USACE AID #
NCDWR#
Project Name
Dudley Pond Mitigation Site
Date of Evaluation
4/11/2019
Applicant/Owner Name
Wildlands Engineering
Wetland Site Name
AA 4
Wetland Type
Bottomland Hardwood Forest
Assessor Name/Organization
C. Neaves/Wildlands
Level III Ecoregion
Middle Atlantic Coastal Plain
Nearest Named Water Body
Cedar Creek
River Basin
Cape Fear
USGS 8-Digit Catalogue Unit
03030005
County
Cumberland
NCDWR Region
Fa etteville
❑ Yes ®No
Precipitation within 48 hrs?
Latitude/Longitude (deci-degrees)
34.961981,-78.748860
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
• Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
• Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby septic
tanks, underground storage tanks (USTs), hog lagoons, etc.)
• Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
• Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? ❑Yes ®No
Regulatory Considerations -Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
❑ Anadromous fish
® Federally protected species or State endangered or threatened species
❑ NCDWR riparian buffer rule in effect
❑ Abuts a Primary Nursery Area (PNA)
❑ Publicly owned property
❑ N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
❑ Abuts a stream with a NCDWO classification of SA or supplemental classifications of HOW, ORW, or Trout
❑ Designated NCNHP reference community
❑ Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
® Blackwater
❑ Brownwater
❑ Tidal (if tidal, check one of the following boxes) ❑Lunar ❑Wind ❑Both
Is the assessment area on a coastal island? ❑Yes ® No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? ❑Yes ®No
Does the assessment area experience overbank flooding during normal rainfall conditions? ❑Yes ® No
Ground Surface Condition/Vegetation Condition —assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in the
assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the assessment
area based on evidence an effect.
GS VS
®A ®A Not severely altered
❑B ❑B Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing, less
diversity [if appropriate], hydrologic alteration)
Surface and Sub -Surface Storage Capacity and Duration —assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration (Sub).
Consider both increase and decrease in hydrology. A ditch <_ 1 foot deep is considered to affect surface water only, while a ditch > 1 foot
deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
®A ❑A Water storage capacity and duration are not altered.
❑B ®B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
❑C ❑C Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
3. Water Storage/Surface Relief —assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. ❑A ❑A Majority of wetland with depressions able to pond water > 1 deep
❑B ❑B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep
❑C ®C Majority of wetland with depressions able to pond water 3 to 6 inches deep
®D ❑D Depressions able to pond water < 3 inches deep
3b. ❑A Evidence that maximum depth of inundation is greater than 2 feet
❑B Evidence that maximum depth of inundation is between 1 and 2 feet
®C Evidence that maximum depth of inundation is less than 1 foot

4. Soil Texture/Structure —assessment area condition metric (skip for all marshes)
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature.
Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional
indicators.
4a. ❑A Sandy soil
®B Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
❑C Loamy or clayey soils not exhibiting redoximorphic features
❑D Loamy or clayey gleyed soil
❑E Histosol or histic epipedon
4b. ❑A Soil ribbon < 1 inch
®B Soil ribbon >_ 1 inch
4c. ❑A No peat or muck presence
®B A peat or muck presence
5. Discharge into Wetland —opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub). Examples
ofsub-surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
®A ®A Little or no evidence of pollutants or discharges entering the assessment area
❑B ❑B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
❑C ❑C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use —opportunity metric (skip for non -riparian wetlands)
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources draining
to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the assessment area (5M),
and within 2 miles and within the watershed draining to the assessment area (2M).
WS
5M
2M
❑A
❑A
❑A
> 10%impervious surfaces
❑B
❑B
❑B
Confined animal operations (or other local, concentrated source of pollutants
❑C
❑C
❑C
>_ 20% coverage of pasture
®D
®D
®D
>_ 20% coverage of agricultural land (regularly plowed land)
❑E
❑E
❑E
>_ 20% coverage of maintained grass/herb
❑F
❑F
❑F
>_ 20% coverage of clear-cut land
❑G
❑G
❑G
Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in
the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the
assessment area.
7. Wetland Acting as Vegetated Buffer —assessment area/wetland complex condition metric (skip for non -riparian wetlands)
7a. Is assessment area within 50 feet of a tributary or other open water?
®Yes ❑No If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is wetland? (Wetland buffer need only be present on one side of the .water body. Make
buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.)
®A >_ 50 feet
❑B From 30 to < 50 feet
❑C From 15 to < 30 feet
❑D From 5 to < 15 feet
❑E < 5 feet or buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
®<_ 15-feet wide ❑> 15-feet wide ❑Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
®Yes ❑No
7e. Is stream or other open water sheltered or exposed?
®Sheltered —adjacent open water with width < 2500 feet and no regular boat traffic.
❑Exposed —adjacent open water with width >_ 2500 feet or regular boat traffic.
8. Wetland Width at the Assessment Area —wetland type/wetland complex condition metric (evaluate WT for all marshes and
Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest
only)
Check a box in each column for riverine wetlands only. Select the average width for the wetland type at the assessment area (WT) and
the wetland complex at the assessment area (WC). See User Manual for WT and WC boundaries.
WT WC
®A ®A >_ 100 feet
❑B ❑B From 80 to < 100 feet
❑C ❑C From 50 to < 80 feet
❑D ❑D From 40 to < 50 feet
❑E ❑E From 30 to < 40 feet
❑F ❑F From 15 to < 30 feet
❑G ❑G From 5 to < 15 feet
❑H ❑H < 5 feet

9. Inundation Duration —assessment area condition metric (skip for non -riparian wetlands)
Answer for assessment area dominant landform.
®A Evidence of short -duration inundation (< 7 consecutive days)
❑B Evidence of saturation, without evidence of inundation
❑C Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition —assessment area condition metric (skip for non -riparian wetlands and all marshes)
Consider recent deposition only (no plant growth since deposition).
®A Sediment deposition is not excessive, but at approximately natural levels.
❑B Sediment deposition is excessive, but not overwhelming the wetland.
❑C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size —wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT
WC
FW (if applicable)
❑A
❑A
❑A
>_ 500 acres
❑B
❑B
❑B
From 100 to < 500 acres
❑C
❑C
❑C
From 50 to < 100 acres
❑D
®D
❑D
From 25 to < 50 acres
❑E
❑E
❑E
From 10 to < 25 acres
®F
❑F
®F
From 5 to < 10 acres
❑G
❑G
❑G
From 1 to < 5 acres
❑H
❑H
❑H
From 0.5 to < 1 acre
❑I
❑I
❑I
From 0.1 to < 0.5 acre
❑J
❑J
❑J
From 0.01 to < 0.1 acre
❑K
❑K
❑K
< 0.01 acre or assessment area is clear-cut
12. Wetland Intactness —wetland type condition metric (evaluate for Pocosins only)
❑A Pocosin is the full extent (>_ 90%) of its natural landscape size.
❑B Pocosin type is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas —landscape condition metric
13a. Check appropriate boxes) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility line
corridors the width of a four -lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water > 300
feet wide.
Well Loosely
❑A
®A
>_ 500 acres
®B
❑B
From 100 to < 500 acres
❑C
❑C
From 50 to < 100 acres
❑D
❑D
From 10 to < 50 acres
❑E
❑E
< 10 acres
❑F
❑F
Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
❑Yes ❑No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect —wetland type condition metric (skip for all marshes and Estuarine Woody Wetland)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas >_ 40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear -cuts. Consider
the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessment area is clear cut,
select option "C."
❑A 0
®B 1 to 4
❑C 5to8
15. Vegetative Composition —assessment area condition metric (skip for all marshes and Pine Flat)
®A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
❑B Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or clearing.
It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
❑C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at
least one stratum.
16. Vegetative Diversity —assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
®A Vegetation diversity is high and is composed primarily of native species (< 10% cover of exotics).
❑B Vegetation diversity is low or has > 10% to 50% cover of exotics.
❑C Vegetation is dominated by exotic species (> 50 %cover of exotics).

17. Vegetative Structure —assessment area/wetland type condition metric
17a. Is vegetation present?
®Yes ❑No If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
❑A >_ 25% coverage of vegetation
❑B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider
structure in airspace above the assessment area (AA) and the wetland type (WT) separately.
AA WT
T
o ®A ❑A Canopy closed, or nearly closed, with natural gaps associated with natural processes
� ❑B ®B Canopy present, but opened more than natural gaps
U ❑C ❑C Canopy sparse or absent
g ❑A ❑A Dense mid-story/sapling layer
®B ®B Moderate density mid-story/sapling layer
❑C ❑C Mid-story/sapling layer sparse or absent
� ❑A ❑A Dense shrub layer
� ®B ®B Moderate density shrub layer
� ❑C ❑C Shrub layer sparse or absent
� ®A ❑A Dense herb layer
_ ❑B ®B Moderate density herb layer
❑C ❑C Herb layer sparse or absent
18. Snags —wetland type condition metric (skip for all marshes)
®A Large snags (more than one) are visible (> 12 inches DBH, or large relative to species present and landscape stability).
❑B NotA
19. Diameter Class Distribution —wetland type condition metric (skip for all marshes)
❑A Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
®B Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 inch DBH.
❑C Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris —wetland type condition metric (skip for all marshes)
Include both natural debris and man -placed natural debris.
®A Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
❑B Not A
21. Vegetation/Open Water Dispersion —wetland type/open water condition metric (evaluate for Non -Tidal Freshwater Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
❑A ❑B ❑C ❑D
fit:. �-:� �,��,��i `� �.J i '`�-- i '� i
22. Hydrologic Connectivity —assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only)
Examples of activities that may severely alter hydrologic connectivity include intensive ditching, fill, sedimentation, channelization, diversion,
man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D.
❑A Overbank and overland flow are not severely altered in the assessment area.
❑B Overbank flow is severely altered in the assessment area.
❑C Overland flow is severely altered in the assessment area.
®D Both overbank and overland flow are severely altered in the assessment area.
Notes
No evidence of beaver activity influencing water storage capacity at time of observation; area has previously been influenced by beaver.
No overbank flooding during "normal" climatic condiditons. Wrack lines and evidence of inundation >1' were observed and attributed to the 2018
hurricane season.
Ditch and berm network "severely" alters overland and overbank flow.

NC WAM Wetland Rating Sheet
Accompanies User Manual Version 5.0
Wetland Site Name AA 4 Date of Assessment
4/11/2019
Wetland Type Bottomland Hardwood Forest Assessor Name/Organization
C. Neaves/Wildlands
Notes on Field Assessment Form (Y/N)
YES
Presence of regulatory considerations (Y/N)
YES
Wetland is intensively managed (Y/N)
NO
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N)
YES
Assessment area is substantially altered by beaver (Y/N)
NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N)
NO
Assessment area is on a coastal island (Y/N)
NO
Sub -function Rating Summary
Function Sub -function Metrics
Rating
Hydrology Surface Storage and Retention Condition
LOW
Sub -surface Storage and
Retention Condition
LOW
Water Quality Pathogen Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Particulate Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Soluble Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Physical Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Pollution Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Habitat Physical Structure
Condition
MEDIUM
Landscape Patch Structure
Condition
LOW
Vegetation Composition
Condition
HIGH
Function Ratina Summar
Function
Metrics
Rating
Hydrology
Condition
LOW
Water Quality
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Habitat
Condition
MEDIUM
Overall Wetland Rating Low

NC WAM FIELD ASSESSMENT FORM
Hccompanies user rvianuai version o.0
USACE AID #
NCDWR#
Project Name
Dudley Pond Mitigation Site
Date of Evaluation
4/11/2019
Applicant/Owner Name
Wildlands Engineering
Wetland Site Name
AA 5
Wetland Type
Bottomland Hardwood Forest
Assessor Name/Organization
C. Neaves/Wildlands
Level III Ecoregion
Middle Atlantic Coastal Plain
Nearest Named Water Body
Cedar Creek
River Basin
Cape Fear
USGS 8-Digit Catalogue Unit
03030005
County
Cumberland
NCDWR Region
Fa etteville
❑ Yes ®No
Precipitation within 48 hrs?
Latitude/Longitude (deci-degrees)
34.962038,-78.749103
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
• Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
• Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby septic
tanks, underground storage tanks (USTs), hog lagoons, etc.)
• Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
• Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? ❑Yes ®No
Regulatory Considerations -Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
❑ Anadromous fish
® Federally protected species or State endangered or threatened species
❑ NCDWR riparian buffer rule in effect
❑ Abuts a Primary Nursery Area (PNA)
❑ Publicly owned property
❑ N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
❑ Abuts a stream with a NCDWO classification of SA or supplemental classifications of HOW, ORW, or Trout
❑ Designated NCNHP reference community
❑ Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
® Blackwater
❑ Brownwater
❑ Tidal (if tidal, check one of the following boxes) ❑Lunar ❑Wind ❑Both
Is the assessment area on a coastal island? ❑Yes ® No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? ❑Yes ®No
Does the assessment area experience overbank flooding during normal rainfall conditions? ❑Yes ® No
Ground Surface Condition/Vegetation Condition —assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in the
assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the assessment
area based on evidence an effect.
GS VS
®A ®A Not severely altered
❑B ❑B Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing, less
diversity [if appropriate], hydrologic alteration)
Surface and Sub -Surface Storage Capacity and Duration —assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration (Sub).
Consider both increase and decrease in hydrology. A ditch <_ 1 foot deep is considered to affect surface water only, while a ditch > 1 foot
deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
❑A ❑A Water storage capacity and duration are not altered.
❑B ❑B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
®C ®C Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
3. Water Storage/Surface Relief —assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. ❑A ❑A Majority of wetland with depressions able to pond water > 1 deep
❑B ❑B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep
®C ®C Majority of wetland with depressions able to pond water 3 to 6 inches deep
❑D ❑D Depressions able to pond water < 3 inches deep
3b. ❑A Evidence that maximum depth of inundation is greater than 2 feet
❑B Evidence that maximum depth of inundation is between 1 and 2 feet
®C Evidence that maximum depth of inundation is less than 1 foot

4. Soil Texture/Structure —assessment area condition metric (skip for all marshes)
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature.
Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional
indicators.
4a. ❑A Sandy soil
®B Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
❑C Loamy or clayey soils not exhibiting redoximorphic features
❑D Loamy or clayey gleyed soil
❑E Histosol or histic epipedon
4b. ❑A Soil ribbon < 1 inch
®B Soil ribbon >_ 1 inch
4c. ❑A No peat or muck presence
®B A peat or muck presence
5. Discharge into Wetland —opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub). Examples
ofsub-surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
®A ®A Little or no evidence of pollutants or discharges entering the assessment area
❑B ❑B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
❑C ❑C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use —opportunity metric (skip for non -riparian wetlands)
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources draining
to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the assessment area (5M),
and within 2 miles and within the watershed draining to the assessment area (2M).
WS
5M
2M
❑A
❑A
❑A
> 10%impervious surfaces
❑B
❑B
❑B
Confined animal operations (or other local, concentrated source of pollutants
❑C
❑C
❑C
>_ 20% coverage of pasture
®D
®D
®D
>_ 20% coverage of agricultural land (regularly plowed land)
❑E
❑E
❑E
>_ 20% coverage of maintained grass/herb
❑F
❑F
❑F
>_ 20% coverage of clear-cut land
❑G
❑G
❑G
Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in
the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the
assessment area.
7. Wetland Acting as Vegetated Buffer —assessment area/wetland complex condition metric (skip for non -riparian wetlands)
7a. Is assessment area within 50 feet of a tributary or other open water?
®Yes ❑No If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is wetland? (Wetland buffer need only be present on one side of the .water body. Make
buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.)
❑A >_ 50 feet
®B From 30 to < 50 feet
❑C From 15 to < 30 feet
❑D From 5 to < 15 feet
❑E < 5 feet or buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
❑<_ 15-feet wide ®> 15-feet wide ❑Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
®Yes ❑No
7e. Is stream or other open water sheltered or exposed?
®Sheltered —adjacent open water with width < 2500 feet and no regular boat traffic.
❑Exposed —adjacent open water with width >_ 2500 feet or regular boat traffic.
8. Wetland Width at the Assessment Area —wetland type/wetland complex condition metric (evaluate WT for all marshes and
Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest
only)
Check a box in each column for riverine wetlands only. Select the average width for the wetland type at the assessment area (WT) and
the wetland complex at the assessment area (WC). See User Manual for WT and WC boundaries.
WT WC
®A ®A >_ 100 feet
❑B ❑B From 80 to < 100 feet
❑C ❑C From 50 to < 80 feet
❑D ❑D From 40 to < 50 feet
❑E ❑E From 30 to < 40 feet
❑F ❑F From 15 to < 30 feet
❑G ❑G From 5 to < 15 feet
❑H ❑H < 5 feet

9. Inundation Duration —assessment area condition metric (skip for non -riparian wetlands)
Answer for assessment area dominant landform.
®A Evidence of short -duration inundation (< 7 consecutive days)
❑B Evidence of saturation, without evidence of inundation
❑C Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition —assessment area condition metric (skip for non -riparian wetlands and all marshes)
Consider recent deposition only (no plant growth since deposition).
®A Sediment deposition is not excessive, but at approximately natural levels.
❑B Sediment deposition is excessive, but not overwhelming the wetland.
❑C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size —wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT
WC
FW (if applicable)
❑A
❑A
❑A
>_ 500 acres
❑B
❑B
❑B
From 100 to < 500 acres
❑C
❑C
❑C
From 50 to < 100 acres
❑D
®D
❑D
From 25 to < 50 acres
❑E
❑E
❑E
From 10 to < 25 acres
®F
❑F
®F
From 5 to < 10 acres
❑G
❑G
❑G
From 1 to < 5 acres
❑H
❑H
❑H
From 0.5 to < 1 acre
❑I
❑I
❑I
From 0.1 to < 0.5 acre
❑J
❑J
❑J
From 0.01 to < 0.1 acre
❑K
❑K
❑K
< 0.01 acre or assessment area is clear-cut
12. Wetland Intactness —wetland type condition metric (evaluate for Pocosins only)
❑A Pocosin is the full extent (>_ 90%) of its natural landscape size.
❑B Pocosin type is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas —landscape condition metric
13a. Check appropriate boxes) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility line
corridors the width of a four -lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water > 300
feet wide.
Well Loosely
❑A
®A
>_ 500 acres
®B
❑B
From 100 to < 500 acres
❑C
❑C
From 50 to < 100 acres
❑D
❑D
From 10 to < 50 acres
❑E
❑E
< 10 acres
❑F
❑F
Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
❑Yes ❑No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect —wetland type condition metric (skip for all marshes and Estuarine Woody Wetland)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas >_ 40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear -cuts. Consider
the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessment area is clear cut,
select option "C."
❑A 0
®B 1 to 4
❑C 5to8
15. Vegetative Composition —assessment area condition metric (skip for all marshes and Pine Flat)
❑A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
®B Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or clearing.
It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
❑C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at
least one stratum.
16. Vegetative Diversity —assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
❑A Vegetation diversity is high and is composed primarily of native species (< 10% cover of exotics).
®B Vegetation diversity is low or has > 10% to 50% cover of exotics.
❑C Vegetation is dominated by exotic species (> 50 %cover of exotics).

17. Vegetative Structure —assessment area/wetland type condition metric
17a. Is vegetation present?
®Yes ❑No If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
❑A >_ 25% coverage of vegetation
❑B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider
structure in airspace above the assessment area (AA) and the wetland type (WT) separately.
AA WT
T
o ❑A ❑A Canopy closed, or nearly closed, with natural gaps associated with natural processes
� ❑B ®B Canopy present, but opened more than natural gaps
U ®C ❑C Canopy sparse or absent
g ®A ❑A Dense mid-story/sapling layer
❑B ®B Moderate density mid-story/sapling layer
❑C ❑C Mid-story/sapling layer sparse or absent
� ®A ❑A Dense shrub layer
� ❑B ®B Moderate density shrub layer
� ❑C ❑C Shrub layer sparse or absent
� ❑A ❑A Dense herb layer
_ ®B ®B Moderate density herb layer
❑C ❑C Herb layer sparse or absent
18. Snags —wetland type condition metric (skip for all marshes)
®A Large snags (more than one) are visible (> 12 inches DBH, or large relative to species present and landscape stability).
❑B NotA
19. Diameter Class Distribution —wetland type condition metric (skip for all marshes)
❑A Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
❑B Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 inch DBH.
®C Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris —wetland type condition metric (skip for all marshes)
Include both natural debris and man -placed natural debris.
❑A Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
®B Not A
21. Vegetation/Open Water Dispersion —wetland type/open water condition metric (evaluate for Non -Tidal Freshwater Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
❑A ❑B ❑C ❑D
fit:. �-:� �,��,��i `� �.J i '`�-- i '� i
22. Hydrologic Connectivity —assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only)
Examples of activities that may severely alter hydrologic connectivity include intensive ditching, fill, sedimentation, channelization, diversion,
man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D.
❑A Overbank and overland flow are not severely altered in the assessment area.
❑B Overbank flow is severely altered in the assessment area.
❑C Overland flow is severely altered in the assessment area.
®D Both overbank and overland flow are severely altered in the assessment area.
Notes
No evidence of beaver activity influencing water storage capacity at time of observation; area has previously been influenced by beaver.
No overbank flooding during "normal" climatic condiditons. Wrack lines and evidence of inundation >1' were observed and attributed to the 2018
hurricane season.
Ditch and berm network "severely" alters overland and overbank flow.

NC WAM Wetland Rating Sheet
Accompanies User Manual Version 5.0
Wetland Site Name AA 5 Date of Assessment
4/11/2019
Wetland Type Bottomland Hardwood Forest Assessor Name/Organization
C. Neaves/Wildlands
Notes on Field Assessment Form (Y/N)
YES
Presence of regulatory considerations (Y/N)
YES
Wetland is intensively managed (Y/N)
NO
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N)
YES
Assessment area is substantially altered by beaver (Y/N)
NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N)
NO
Assessment area is on a coastal island (Y/N)
NO
Sub -function Rating Summary
Function Sub -function Metrics
Rating
Hydrology Surface Storage and Retention Condition
LOW
Sub -surface Storage and
Retention Condition
LOW
Water Quality Pathogen Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Particulate Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Soluble Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Physical Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Pollution Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Habitat Physical Structure
Condition
LOW
Landscape Patch Structure
Condition
LOW
Vegetation Composition
Condition
MEDIUM
Function Ratina Summar
Function
Metrics
Rating
Hydrology
Condition
LOW
Water Quality
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Habitat
Condition
LOW
Overall Wetland Rating Low

NC WAM FIELD ASSESSMENT FORM
Hccompanies user rvianuai version o.0
USACE AID #
NCDWR#
Project Name
Dudley Pond Mitigation Site
Date of Evaluation
4/11/2019
Applicant/Owner Name
Wildlands Engineering
Wetland Site Name
AA 6
Wetland Type
Bottomland Hardwood Forest
Assessor Name/Organization
C. Neaves/Wildlands
Level III Ecoregion
Middle Atlantic Coastal Plain
Nearest Named Water Body
Cedar Creek
River Basin
Cape Fear
USGS 8-Digit Catalogue Unit
03030005
County
Cumberland
NCDWR Region
Fa etteville
❑ Yes ®No
Precipitation within 48 hrs?
Latitude/Longitude (deci-degrees)
34.962496,-78.749145
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
• Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
• Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby septic
tanks, underground storage tanks (USTs), hog lagoons, etc.)
• Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
• Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? ❑Yes ®No
Regulatory Considerations -Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
❑ Anadromous fish
® Federally protected species or State endangered or threatened species
❑ NCDWR riparian buffer rule in effect
❑ Abuts a Primary Nursery Area (PNA)
❑ Publicly owned property
❑ N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
❑ Abuts a stream with a NCDWO classification of SA or supplemental classifications of HOW, ORW, or Trout
❑ Designated NCNHP reference community
❑ Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
® Blackwater
❑ Brownwater
❑ Tidal (if tidal, check one of the following boxes) ❑Lunar ❑Wind ❑Both
Is the assessment area on a coastal island? ❑Yes ® No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? ❑Yes ®No
Does the assessment area experience overbank flooding during normal rainfall conditions? ❑Yes ® No
Ground Surface Condition/Vegetation Condition —assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in the
assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the assessment
area based on evidence an effect.
GS VS
®A ®A Not severely altered
❑B ❑B Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing, less
diversity [if appropriate], hydrologic alteration)
Surface and Sub -Surface Storage Capacity and Duration —assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration (Sub).
Consider both increase and decrease in hydrology. A ditch <_ 1 foot deep is considered to affect surface water only, while a ditch > 1 foot
deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
❑A ❑A Water storage capacity and duration are not altered.
®B ❑B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
❑C ®C Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
3. Water Storage/Surface Relief —assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. ❑A ❑A Majority of wetland with depressions able to pond water > 1 deep
❑B ❑B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep
®C ®C Majority of wetland with depressions able to pond water 3 to 6 inches deep
❑D ❑D Depressions able to pond water < 3 inches deep
3b. ❑A Evidence that maximum depth of inundation is greater than 2 feet
❑B Evidence that maximum depth of inundation is between 1 and 2 feet
®C Evidence that maximum depth of inundation is less than 1 foot

4. Soil Texture/Structure —assessment area condition metric (skip for all marshes)
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature.
Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional
indicators.
4a. ❑A Sandy soil
®B Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
❑C Loamy or clayey soils not exhibiting redoximorphic features
❑D Loamy or clayey gleyed soil
❑E Histosol or histic epipedon
4b. ❑A Soil ribbon < 1 inch
®B Soil ribbon >_ 1 inch
4c. ❑A No peat or muck presence
®B A peat or muck presence
5. Discharge into Wetland —opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub). Examples
ofsub-surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
®A ®A Little or no evidence of pollutants or discharges entering the assessment area
❑B ❑B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
❑C ❑C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use —opportunity metric (skip for non -riparian wetlands)
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources draining
to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the assessment area (5M),
and within 2 miles and within the watershed draining to the assessment area (2M).
WS
5M
2M
❑A
❑A
❑A
> 10%impervious surfaces
❑B
❑B
❑B
Confined animal operations (or other local, concentrated source of pollutants
❑C
❑C
❑C
>_ 20% coverage of pasture
®D
®D
®D
>_ 20% coverage of agricultural land (regularly plowed land)
❑E
❑E
❑E
>_ 20% coverage of maintained grass/herb
❑F
❑F
❑F
>_ 20% coverage of clear-cut land
❑G
❑G
❑G
Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in
the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the
assessment area.
7. Wetland Acting as Vegetated Buffer —assessment area/wetland complex condition metric (skip for non -riparian wetlands)
7a. Is assessment area within 50 feet of a tributary or other open water?
®Yes ❑No If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is wetland? (Wetland buffer need only be present on one side of the .water body. Make
buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.)
❑A >_ 50 feet
®B From 30 to < 50 feet
❑C From 15 to < 30 feet
❑D From 5 to < 15 feet
❑E < 5 feet or buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
❑<_ 15-feet wide ®> 15-feet wide ❑Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
®Yes ❑No
7e. Is stream or other open water sheltered or exposed?
®Sheltered —adjacent open water with width < 2500 feet and no regular boat traffic.
❑Exposed —adjacent open water with width >_ 2500 feet or regular boat traffic.
8. Wetland Width at the Assessment Area —wetland type/wetland complex condition metric (evaluate WT for all marshes and
Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest
only)
Check a box in each column for riverine wetlands only. Select the average width for the wetland type at the assessment area (WT) and
the wetland complex at the assessment area (WC). See User Manual for WT and WC boundaries.
WT WC
®A ®A >_ 100 feet
❑B ❑B From 80 to < 100 feet
❑C ❑C From 50 to < 80 feet
❑D ❑D From 40 to < 50 feet
❑E ❑E From 30 to < 40 feet
❑F ❑F From 15 to < 30 feet
❑G ❑G From 5 to < 15 feet
❑H ❑H < 5 feet

9. Inundation Duration —assessment area condition metric (skip for non -riparian wetlands)
Answer for assessment area dominant landform.
®A Evidence of short -duration inundation (< 7 consecutive days)
❑B Evidence of saturation, without evidence of inundation
❑C Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition —assessment area condition metric (skip for non -riparian wetlands and all marshes)
Consider recent deposition only (no plant growth since deposition).
®A Sediment deposition is not excessive, but at approximately natural levels.
❑B Sediment deposition is excessive, but not overwhelming the wetland.
❑C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size —wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT
WC
FW (if applicable)
❑A
❑A
❑A
>_ 500 acres
❑B
❑B
❑B
From 100 to < 500 acres
❑C
❑C
❑C
From 50 to < 100 acres
❑D
®D
❑D
From 25 to < 50 acres
❑E
❑E
❑E
From 10 to < 25 acres
®F
❑F
®F
From 5 to < 10 acres
❑G
❑G
❑G
From 1 to < 5 acres
❑H
❑H
❑H
From 0.5 to < 1 acre
❑I
❑I
❑I
From 0.1 to < 0.5 acre
❑J
❑J
❑J
From 0.01 to < 0.1 acre
❑K
❑K
❑K
< 0.01 acre or assessment area is clear-cut
12. Wetland Intactness —wetland type condition metric (evaluate for Pocosins only)
❑A Pocosin is the full extent (>_ 90%) of its natural landscape size.
❑B Pocosin type is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas —landscape condition metric
13a. Check appropriate boxes) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility line
corridors the width of a four -lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water > 300
feet wide.
Well Loosely
❑A
®A
>_ 500 acres
®B
❑B
From 100 to < 500 acres
❑C
❑C
From 50 to < 100 acres
❑D
❑D
From 10 to < 50 acres
❑E
❑E
< 10 acres
❑F
❑F
Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
❑Yes ❑No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect —wetland type condition metric (skip for all marshes and Estuarine Woody Wetland)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas >_ 40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear -cuts. Consider
the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessment area is clear cut,
select option "C."
❑A 0
®B 1 to 4
❑C 5to8
15. Vegetative Composition —assessment area condition metric (skip for all marshes and Pine Flat)
❑A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
®B Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or clearing.
It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
❑C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at
least one stratum.
16. Vegetative Diversity —assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
®A Vegetation diversity is high and is composed primarily of native species (< 10% cover of exotics).
❑B Vegetation diversity is low or has > 10% to 50% cover of exotics.
❑C Vegetation is dominated by exotic species (> 50 %cover of exotics).

17. Vegetative Structure —assessment area/wetland type condition metric
17a. Is vegetation present?
®Yes ❑No If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
❑A >_ 25% coverage of vegetation
❑B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider
structure in airspace above the assessment area (AA) and the wetland type (WT) separately.
AA WT
T
o ❑A ❑A Canopy closed, or nearly closed, with natural gaps associated with natural processes
� ❑B ®B Canopy present, but opened more than natural gaps
U ®C ❑C Canopy sparse or absent
g ❑A ❑A Dense mid-story/sapling layer
®B ®B Moderate density mid-story/sapling layer
❑C ❑C Mid-story/sapling layer sparse or absent
� ❑A ❑A Dense shrub layer
� ®B ®B Moderate density shrub layer
� ❑C ❑C Shrub layer sparse or absent
� ❑A ❑A Dense herb layer
_ ®B ®B Moderate density herb layer
❑C ❑C Herb layer sparse or absent
18. Snags —wetland type condition metric (skip for all marshes)
®A Large snags (more than one) are visible (> 12 inches DBH, or large relative to species present and landscape stability).
❑B NotA
19. Diameter Class Distribution —wetland type condition metric (skip for all marshes)
❑A Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
❑B Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 inch DBH.
®C Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris —wetland type condition metric (skip for all marshes)
Include both natural debris and man -placed natural debris.
❑A Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
®B Not A
21. Vegetation/Open Water Dispersion —wetland type/open water condition metric (evaluate for Non -Tidal Freshwater Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
❑A ❑B ❑C ❑D
fit:. �-:� �,��,��i `� �.J i '`�-- i '� i
22. Hydrologic Connectivity —assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only)
Examples of activities that may severely alter hydrologic connectivity include intensive ditching, fill, sedimentation, channelization, diversion,
man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D.
❑A Overbank and overland flow are not severely altered in the assessment area.
❑B Overbank flow is severely altered in the assessment area.
❑C Overland flow is severely altered in the assessment area.
®D Both overbank and overland flow are severely altered in the assessment area.
Notes
No evidence of beaver activity influencing water storage capacity at time of observation; area has previously been influenced by beaver.
No overbank flooding during "normal" climatic condiditons. Wrack lines and evidence of inundation >1' were observed and attributed to the 2018
hurricane season.
Ditch and berm network "severely" alters overland and overbank flow.

NC WAM Wetland Rating Sheet
Accompanies User Manual Version 5.0
Wetland Site Name AA 6 Date of Assessment
4/11/2019
Wetland Type Bottomland Hardwood Forest Assessor Name/Organization
C. Neaves/Wildlands
Notes on Field Assessment Form (Y/N)
YES
Presence of regulatory considerations (Y/N)
YES
Wetland is intensively managed (Y/N)
NO
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N)
YES
Assessment area is substantially altered by beaver (Y/N)
NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N)
NO
Assessment area is on a coastal island (Y/N)
NO
Sub -function Rating Summary
Function Sub -function Metrics
Rating
Hydrology Surface Storage and Retention Condition
LOW
Sub -surface Storage and
Retention Condition
LOW
Water Quality Pathogen Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Particulate Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Soluble Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Physical Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Pollution Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Habitat Physical Structure
Condition
MEDIUM
Landscape Patch Structure
Condition
LOW
Vegetation Composition
Condition
MEDIUM
Function Ratina Summar
Function
Metrics
Rating
Hydrology
Condition
LOW
Water Quality
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Habitat
Condition
LOW
Overall Wetland Rating Low

NC WAM FIELD ASSESSMENT FORM
Hccompanies user rvianuai version o.0
USACE AID #
NCDWR#
Project Name
Dudley Pond Mitigation Site
Date of Evaluation
4/11/2019
Applicant/Owner Name
Wildlands Engineering
Wetland Site Name
AA 7
Wetland Type
Bottomland Hardwood Forest
Assessor Name/Organization
C. Neaves/Wildlands
Level III Ecoregion
Middle Atlantic Coastal Plain
Nearest Named Water Body
Cedar Creek
River Basin
Cape Fear
USGS 8-Digit Catalogue Unit
03030005
County
Cumberland
NCDWR Region
Fa etteville
❑ Yes ®No
Precipitation within 48 hrs?
Latitude/Longitude (deci-degrees)
34.962564,-78.748724
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
• Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
• Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby septic
tanks, underground storage tanks (USTs), hog lagoons, etc.)
• Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
• Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? ❑Yes ®No
Regulatory Considerations -Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
❑ Anadromous fish
® Federally protected species or State endangered or threatened species
❑ NCDWR riparian buffer rule in effect
❑ Abuts a Primary Nursery Area (PNA)
❑ Publicly owned property
❑ N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
❑ Abuts a stream with a NCDWO classification of SA or supplemental classifications of HOW, ORW, or Trout
❑ Designated NCNHP reference community
❑ Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
® Blackwater
❑ Brownwater
❑ Tidal (if tidal, check one of the following boxes) ❑Lunar ❑Wind ❑Both
Is the assessment area on a coastal island? ❑Yes ® No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? ❑Yes ®No
Does the assessment area experience overbank flooding during normal rainfall conditions? ❑Yes ® No
Ground Surface Condition/Vegetation Condition —assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in the
assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the assessment
area based on evidence an effect.
GS VS
®A ®A Not severely altered
❑B ❑B Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing, less
diversity [if appropriate], hydrologic alteration)
Surface and Sub -Surface Storage Capacity and Duration —assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration (Sub).
Consider both increase and decrease in hydrology. A ditch <_ 1 foot deep is considered to affect surface water only, while a ditch > 1 foot
deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
❑A ❑A Water storage capacity and duration are not altered.
®B ®B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
❑C ❑C Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
3. Water Storage/Surface Relief —assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. ❑A ❑A Majority of wetland with depressions able to pond water > 1 deep
❑B ❑B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep
®C ®C Majority of wetland with depressions able to pond water 3 to 6 inches deep
❑D ❑D Depressions able to pond water < 3 inches deep
3b. ❑A Evidence that maximum depth of inundation is greater than 2 feet
❑B Evidence that maximum depth of inundation is between 1 and 2 feet
®C Evidence that maximum depth of inundation is less than 1 foot

4. Soil Texture/Structure —assessment area condition metric (skip for all marshes)
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature.
Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional
indicators.
4a. ❑A Sandy soil
®B Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
❑C Loamy or clayey soils not exhibiting redoximorphic features
❑D Loamy or clayey gleyed soil
❑E Histosol or histic epipedon
4b. ❑A Soil ribbon < 1 inch
®B Soil ribbon >_ 1 inch
4c. ❑A No peat or muck presence
®B A peat or muck presence
5. Discharge into Wetland —opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub). Examples
ofsub-surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
®A ®A Little or no evidence of pollutants or discharges entering the assessment area
❑B ❑B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
❑C ❑C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use —opportunity metric (skip for non -riparian wetlands)
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources draining
to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the assessment area (5M),
and within 2 miles and within the watershed draining to the assessment area (2M).
WS
5M
2M
❑A
❑A
❑A
> 10%impervious surfaces
❑B
❑B
❑B
Confined animal operations (or other local, concentrated source of pollutants
❑C
❑C
❑C
>_ 20% coverage of pasture
®D
®D
®D
>_ 20% coverage of agricultural land (regularly plowed land)
❑E
❑E
❑E
>_ 20% coverage of maintained grass/herb
❑F
❑F
❑F
>_ 20% coverage of clear-cut land
❑G
❑G
❑G
Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in
the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the
assessment area.
7. Wetland Acting as Vegetated Buffer —assessment area/wetland complex condition metric (skip for non -riparian wetlands)
7a. Is assessment area within 50 feet of a tributary or other open water?
❑Yes ®No If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is wetland? (Wetland buffer need only be present on one side of the .water body. Make
buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.)
❑A >_ 50 feet
❑B From 30 to < 50 feet
❑C From 15 to < 30 feet
❑D From 5 to < 15 feet
❑E < 5 feet or buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
❑<_ 15-feet wide ❑> 15-feet wide ❑Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
❑Yes ❑No
7e. Is stream or other open water sheltered or exposed?
❑Sheltered —adjacent open water with width < 2500 feet and no regular boat traffic.
❑Exposed —adjacent open water with width >_ 2500 feet or regular boat traffic.
8. Wetland Width at the Assessment Area —wetland type/wetland complex condition metric (evaluate WT for all marshes and
Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest
only)
Check a box in each column for riverine wetlands only. Select the average width for the wetland type at the assessment area (WT) and
the wetland complex at the assessment area (WC). See User Manual for WT and WC boundaries.
WT WC
®A ®A >_ 100 feet
❑B ❑B From 80 to < 100 feet
❑C ❑C From 50 to < 80 feet
❑D ❑D From 40 to < 50 feet
❑E ❑E From 30 to < 40 feet
❑F ❑F From 15 to < 30 feet
❑G ❑G From 5 to < 15 feet
❑H ❑H < 5 feet

9. Inundation Duration —assessment area condition metric (skip for non -riparian wetlands)
Answer for assessment area dominant landform.
®A Evidence of short -duration inundation (< 7 consecutive days)
❑B Evidence of saturation, without evidence of inundation
❑C Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition —assessment area condition metric (skip for non -riparian wetlands and all marshes)
Consider recent deposition only (no plant growth since deposition).
®A Sediment deposition is not excessive, but at approximately natural levels.
❑B Sediment deposition is excessive, but not overwhelming the wetland.
❑C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size —wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT
WC
FW (if applicable)
❑A
❑A
❑A
>_ 500 acres
❑B
❑B
❑B
From 100 to < 500 acres
❑C
❑C
❑C
From 50 to < 100 acres
❑D
®D
❑D
From 25 to < 50 acres
❑E
❑E
❑E
From 10 to < 25 acres
®F
❑F
®F
From 5 to < 10 acres
❑G
❑G
❑G
From 1 to < 5 acres
❑H
❑H
❑H
From 0.5 to < 1 acre
❑I
❑I
❑I
From 0.1 to < 0.5 acre
❑J
❑J
❑J
From 0.01 to < 0.1 acre
❑K
❑K
❑K
< 0.01 acre or assessment area is clear-cut
12. Wetland Intactness —wetland type condition metric (evaluate for Pocosins only)
❑A Pocosin is the full extent (>_ 90%) of its natural landscape size.
❑B Pocosin type is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas —landscape condition metric
13a. Check appropriate boxes) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility line
corridors the width of a four -lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water > 300
feet wide.
Well Loosely
❑A
®A
>_ 500 acres
®B
❑B
From 100 to < 500 acres
❑C
❑C
From 50 to < 100 acres
❑D
❑D
From 10 to < 50 acres
❑E
❑E
< 10 acres
❑F
❑F
Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
❑Yes ❑No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect —wetland type condition metric (skip for all marshes and Estuarine Woody Wetland)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas >_ 40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear -cuts. Consider
the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessment area is clear cut,
select option "C."
❑A 0
®B 1 to 4
❑C 5to8
15. Vegetative Composition —assessment area condition metric (skip for all marshes and Pine Flat)
®A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
❑B Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or clearing.
It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
❑C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at
least one stratum.
16. Vegetative Diversity —assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
®A Vegetation diversity is high and is composed primarily of native species (< 10% cover of exotics).
❑B Vegetation diversity is low or has > 10% to 50% cover of exotics.
❑C Vegetation is dominated by exotic species (> 50 %cover of exotics).

17. Vegetative Structure —assessment area/wetland type condition metric
17a. Is vegetation present?
®Yes ❑No If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
❑A >_ 25% coverage of vegetation
❑B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider
structure in airspace above the assessment area (AA) and the wetland type (WT) separately.
AA WT
T
o ®A ❑A Canopy closed, or nearly closed, with natural gaps associated with natural processes
� ❑B ®B Canopy present, but opened more than natural gaps
U ❑C ❑C Canopy sparse or absent
g ❑A ❑A Dense mid-story/sapling layer
®B ®B Moderate density mid-story/sapling layer
❑C ❑C Mid-story/sapling layer sparse or absent
� ❑A ❑A Dense shrub layer
� ®B ®B Moderate density shrub layer
� ❑C ❑C Shrub layer sparse or absent
� ®A ❑A Dense herb layer
_ ❑B ®B Moderate density herb layer
❑C ❑C Herb layer sparse or absent
18. Snags —wetland type condition metric (skip for all marshes)
®A Large snags (more than one) are visible (> 12 inches DBH, or large relative to species present and landscape stability).
❑B NotA
19. Diameter Class Distribution —wetland type condition metric (skip for all marshes)
❑A Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
®B Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 inch DBH.
❑C Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris —wetland type condition metric (skip for all marshes)
Include both natural debris and man -placed natural debris.
®A Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
❑B Not A
21. Vegetation/Open Water Dispersion —wetland type/open water condition metric (evaluate for Non -Tidal Freshwater Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
❑A ❑B ❑C ❑D
fit:. �-:� �,��,��i `� �.J i '`�-- i '� i
22. Hydrologic Connectivity —assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only)
Examples of activities that may severely alter hydrologic connectivity include intensive ditching, fill, sedimentation, channelization, diversion,
man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D.
❑A Overbank and overland flow are not severely altered in the assessment area.
❑B Overbank flow is severely altered in the assessment area.
❑C Overland flow is severely altered in the assessment area.
®D Both overbank and overland flow are severely altered in the assessment area.
Notes
No evidence of beaver activity influencing water storage capacity at time of observation; area has previously been influenced by beaver.
No overbank flooding during "normal" climatic condiditons. Wrack lines and evidence of inundation >1' were observed and attributed to the 2018
hurricane season.
Ditch and berm network "severely" alters overland and overbank flow.

NC WAM Wetland Rating Sheet
Accompanies User Manual Version 5.0
Wetland Site Name AA 7 Date of Assessment
4/11/2019
Wetland Type Bottomland Hardwood Forest Assessor Name/Organization
C. Neaves/Wildlands
Notes on Field Assessment Form (Y/N)
YES
Presence of regulatory considerations (Y/N)
YES
Wetland is intensively managed (Y/N)
NO
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N)
NO
Assessment area is substantially altered by beaver (Y/N)
NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N)
NO
Assessment area is on a coastal island (Y/N)
NO
Sub -function Rating Summary
Function Sub -function Metrics
Rating
Hydrology Surface Storage and Retention Condition
LOW
Sub -surface Storage and
Retention Condition
LOW
Water Quality Pathogen Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Particulate Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Soluble Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Physical Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Pollution Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Habitat Physical Structure
Condition
MEDIUM
Landscape Patch Structure
Condition
LOW
Vegetation Composition
Condition
HIGH
Function Ratina Summar
Function
Metrics
Rating
Hydrology
Condition
LOW
Water Quality
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence (Y/N)
NO
Habitat
Condition
MEDIUM
Overall Wetland Rating Low

NC WAM FIELD ASSESSMENT FORM
Hccompanies user rvianuai version o.0
USACE AID #
NCDWR#
Project Name
Dudley Pond Mitigation Site
Date of Evaluation
4/11/2019
Applicant/Owner Name
Wildlands Engineering
Wetland Site Name
Pro osed Condition
Wetland Type
Bottomland Hardwood Forest
Assessor Name/Organization
C. Neaves/Wildlands
Level III Ecoregion
Middle Atlantic Coastal Plain
Nearest Named Water Body
Cedar Creek
River Basin
Cape Fear
USGS 8-Digit Catalogue Unit
03030005
County
Cumberland
NCDWR Region
Fa etteville
❑ Yes ®No
Precipitation within 48 hrs?
Latitude/Longitude (deci-degrees)
34.963222,-78.749198
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in
recent past (for instance, within 10 years). Noteworthy stressors include, but are not limited to the following.
• Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
• Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby septic
tanks, underground storage tanks (USTs), hog lagoons, etc.)
• Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
• Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? ❑Yes ®No
Regulatory Considerations -Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
❑ Anadromous fish
® Federally protected species or State endangered or threatened species
❑ NCDWR riparian buffer rule in effect
❑ Abuts a Primary Nursery Area (PNA)
❑ Publicly owned property
❑ N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
❑ Abuts a stream with a NCDWO classification of SA or supplemental classifications of HOW, ORW, or Trout
❑ Designated NCNHP reference community
❑ Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
® Blackwater
❑ Brownwater
❑ Tidal (if tidal, check one of the following boxes) ❑Lunar ❑Wind ❑Both
Is the assessment area on a coastal island? ❑Yes ® No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver? ❑Yes ®No
Does the assessment area experience overbank flooding during normal rainfall conditions? ❑Yes ® No
Ground Surface Condition/Vegetation Condition —assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure (VS) in the
assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable, then rate the assessment
area based on evidence an effect.
GS VS
®A ®A Not severely altered
❑B ❑B Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing, less
diversity [if appropriate], hydrologic alteration)
Surface and Sub -Surface Storage Capacity and Duration —assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and duration (Sub).
Consider both increase and decrease in hydrology. A ditch <_ 1 foot deep is considered to affect surface water only, while a ditch > 1 foot
deep is expected to affect both surface and sub -surface water. Consider tidal flooding regime, if applicable.
Surf Sub
❑A ❑A Water storage capacity and duration are not altered.
®B ®B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
❑C ❑C Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation change)
(examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
3. Water Storage/Surface Relief —assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column. Select the appropriate storage for the assessment area (AA) and the wetland type (WT).
AA WT
3a. ❑A ❑A Majority of wetland with depressions able to pond water > 1 deep
❑B ❑B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep
®C ®C Majority of wetland with depressions able to pond water 3 to 6 inches deep
❑D ❑D Depressions able to pond water < 3 inches deep
3b. ❑A Evidence that maximum depth of inundation is greater than 2 feet
❑B Evidence that maximum depth of inundation is between 1 and 2 feet
®C Evidence that maximum depth of inundation is less than 1 foot

4. Soil Texture/Structure —assessment area condition metric (skip for all marshes)
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature.
Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional
indicators.
4a. ❑A Sandy soil
®B Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
❑C Loamy or clayey soils not exhibiting redoximorphic features
❑D Loamy or clayey gleyed soil
❑E Histosol or histic epipedon
4b. ❑A Soil ribbon < 1 inch
®B Soil ribbon >_ 1 inch
4c. ®A No peat or muck presence
❑B A peat or muck presence
5. Discharge into Wetland —opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub). Examples
ofsub-surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
®A ®A Little or no evidence of pollutants or discharges entering the assessment area
❑B ❑B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
❑C ❑C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use —opportunity metric (skip for non -riparian wetlands)
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources draining
to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the assessment area (5M),
and within 2 miles and within the watershed draining to the assessment area (2M).
WS
5M
2M
❑A
❑A
❑A
> 10%impervious surfaces
❑B
❑B
❑B
Confined animal operations (or other local, concentrated source of pollutants
❑C
❑C
❑C
>_ 20% coverage of pasture
®D
®D
®D
>_ 20% coverage of agricultural land (regularly plowed land)
❑E
❑E
❑E
>_ 20% coverage of maintained grass/herb
❑F
❑F
❑F
>_ 20% coverage of clear-cut land
❑G
❑G
❑G
Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in
the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the
assessment area.
7. Wetland Acting as Vegetated Buffer —assessment area/wetland complex condition metric (skip for non -riparian wetlands)
7a. Is assessment area within 50 feet of a tributary or other open water?
®Yes ❑No If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is wetland? (Wetland buffer need only be present on one side of the .water body. Make
buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.)
®A >_ 50 feet
❑B From 30 to < 50 feet
❑C From 15 to < 30 feet
❑D From 5 to < 15 feet
❑E < 5 feet or buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
®<_ 15-feet wide ❑> 15-feet wide ❑Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
®Yes ❑No
7e. Is stream or other open water sheltered or exposed?
®Sheltered —adjacent open water with width < 2500 feet and no regular boat traffic.
❑Exposed —adjacent open water with width >_ 2500 feet or regular boat traffic.
8. Wetland Width at the Assessment Area —wetland type/wetland complex condition metric (evaluate WT for all marshes and
Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest
only)
Check a box in each column for riverine wetlands only. Select the average width for the wetland type at the assessment area (WT) and
the wetland complex at the assessment area (WC). See User Manual for WT and WC boundaries.
WT WC
®A ®A >_ 100 feet
❑B ❑B From 80 to < 100 feet
❑C ❑C From 50 to < 80 feet
❑D ❑D From 40 to < 50 feet
❑E ❑E From 30 to < 40 feet
❑F ❑F From 15 to < 30 feet
❑G ❑G From 5 to < 15 feet
❑H ❑H < 5 feet

9. Inundation Duration —assessment area condition metric (skip for non -riparian wetlands)
Answer for assessment area dominant landform.
®A Evidence of short -duration inundation (< 7 consecutive days)
❑B Evidence of saturation, without evidence of inundation
❑C Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition —assessment area condition metric (skip for non -riparian wetlands and all marshes)
Consider recent deposition only (no plant growth since deposition).
®A Sediment deposition is not excessive, but at approximately natural levels.
❑B Sediment deposition is excessive, but not overwhelming the wetland.
❑C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size —wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT
WC
FW (if applicable)
❑A
❑A
❑A
>_ 500 acres
❑B
❑B
❑B
From 100 to < 500 acres
❑C
❑C
❑C
From 50 to < 100 acres
❑D
❑D
❑D
From 25 to < 50 acres
❑E
❑E
❑E
From 10 to < 25 acres
®F
®F
®F
From 5 to < 10 acres
❑G
❑G
❑G
From 1 to < 5 acres
❑H
❑H
❑H
From 0.5 to < 1 acre
❑I
❑I
❑I
From 0.1 to < 0.5 acre
❑J
❑J
❑J
From 0.01 to < 0.1 acre
❑K
❑K
❑K
< 0.01 acre or assessment area is clear-cut
12. Wetland Intactness —wetland type condition metric (evaluate for Pocosins only)
❑A Pocosin is the full extent (>_ 90%) of its natural landscape size.
❑B Pocosin type is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas —landscape condition metric
13a. Check appropriate boxes) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility line
corridors the width of a four -lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water > 300
feet wide.
Well Loosely
❑A
®A
>_ 500 acres
®B
❑B
From 100 to < 500 acres
❑C
❑C
From 50 to < 100 acres
❑D
❑D
From 10 to < 50 acres
❑E
❑E
< 10 acres
❑F
❑F
Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
❑Yes ❑No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect —wetland type condition metric (skip for all marshes and Estuarine Woody Wetland)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas >_ 40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear -cuts. Consider
the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessment area is clear cut,
select option "C."
®A 0
❑ B 1 to 4
❑C 5to8
15. Vegetative Composition —assessment area condition metric (skip for all marshes and Pine Flat)
®A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
❑B Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or clearing.
It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
❑C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at
least one stratum.
16. Vegetative Diversity —assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
®A Vegetation diversity is high and is composed primarily of native species (< 10% cover of exotics).
❑B Vegetation diversity is low or has > 10% to 50% cover of exotics.
❑C Vegetation is dominated by exotic species (> 50 %cover of exotics).

17. Vegetative Structure —assessment area/wetland type condition metric
17a. Is vegetation present?
®Yes ❑No If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
❑A >_ 25% coverage of vegetation
❑B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider
structure in airspace above the assessment area (AA) and the wetland type (WT) separately.
AA WT
T
o ❑A ❑A Canopy closed, or nearly closed, with natural gaps associated with natural processes
� ❑B ❑B Canopy present, but opened more than natural gaps
U ®C ®C Canopy sparse or absent
g ❑A ❑A Dense mid-story/sapling layer
❑B ❑B Moderate density mid-story/sapling layer
®C ®C Mid-story/sapling layer sparse or absent
� ❑A ❑A Dense shrub layer
� ®B ®B Moderate density shrub layer
� ❑C ❑C Shrub layer sparse or absent
� ❑A ❑A Dense herb layer
_ ®B ®B Moderate density herb layer
❑C ❑C Herb layer sparse or absent
18. Snags —wetland type condition metric (skip for all marshes)
®A Large snags (more than one) are visible (> 12 inches DBH, or large relative to species present and landscape stability).
❑B NotA
19. Diameter Class Distribution —wetland type condition metric (skip for all marshes)
❑A Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
❑B Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 inch DBH.
®C Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris —wetland type condition metric (skip for all marshes)
Include both natural debris and man -placed natural debris.
❑A Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
®B Not A
21. Vegetation/Open Water Dispersion —wetland type/open water condition metric (evaluate for Non -Tidal Freshwater Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
❑A ❑B ❑C ❑D
fit:. �-:� �,��,��i `� �.J i '`�-- i '� i
22. Hydrologic Connectivity —assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only)
Examples of activities that may severely alter hydrologic connectivity include intensive ditching, fill, sedimentation, channelization, diversion,
man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D.
®A Overbank and overland flow are not severely altered in the assessment area.
❑B Overbank flow is severely altered in the assessment area.
❑C Overland flow is severely altered in the assessment area.
❑D Both overbank and overland flow are severely altered in the assessment area.
Notes

NC WAM Wetland Rating Sheet
Accompanies User Manual Version 5.0
Wetland Site Name Proposed Condition Date of Assessment 4/11/2019
Wetland Type Bottomland Hardwood Forest Assessor Name/Organization C. Neaves/Wildlands
Notes on Field Assessment Form (Y/N) NO
Presence of regulatory considerations (Y/N) YES
Wetland is intensively managed (Y/N) NO
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N) YES
Assessment area is substantially altered by beaver (Y/N) NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N) NO
Assessment area is on a coastal island (Y/N) NO
Sub -function Rating Summary
Function Sub -function Metrics Rating
Hydrology Surface Storage and Retention Condition HIGH
Sub -surface Storage and
Retention Condition LOW
Water Quality Pathogen Change
Condition
HIGH
Condition/Opportunity
HIGH
Opportunity Presence (Y/N)
NO
Particulate Change
Condition
MEDIUM
Condition/Opportunity
HIGH
Opportunity Presence (Y/N)
YES
Soluble Change
Condition
HIGH
Condition/Opportunity
HIGH
Opportunity Presence (Y/N)
YES
Physical Change
Condition
HIGH
Condition/Opportunity
HIGH
Opportunity Presence (Y/N)
YES
Pollution Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence (Y/N)
NA
Habitat Physical Structure
Condition
LOW
Landscape Patch Structure
Condition
MEDIUM
Vegetation Composition
Condition
HIGH
Function Ratina Summar
Function
Metrics
Rating
Hydrology
Condition
HIGH
Water Quality
Condition
HIGH
Condition/Opportunity
HIGH
Opportunity Presence (Y/N)
YES
Habitat
Condition
MEDIUM
Overall Wetland Rating HIGH

NCWAM Figures

WI LDLAN D S 0 50 100 Feet
ENGiNEER1NG
Figure i. Site Map
Dudley Pond Mitigation Site
Cape Fearo3o3o005
Cumberland County, NC

Figure 2a. AA 1 Stem density by two-inch diameter class
LSU
-- 200
N
u
ra
150
v
+�
N
� 100
N
N �
� 50
0 � I � �
2-4 4-6 6-8 8-10
DBH Class (inches)
10-12
■ Swamp Tupelo ■ Red Maple Swamp Titi Loblolly Pine
Figure 2b. AA 2 Stem density by two-inch diameter class
160
140
� 120
�a
100
v
N 80
60
0 40
,
20 , , , I
2-4 4-6
1
6-8 8-10
10-12
DBH Class (inches)
■ Swamp Tupelo ■ Red Maple
12-14
12-14

Figure 2c. AA 3 Stem density by two-inch diameter class
400
350
�' 300
u
ra
� 250
+� 200
N
150
N
C
0 100
50
0 . �
2-4 4-6 6-8 8-10 10-12
DBH Class (inches)
■ Swamp Tupelo ■ Red Maple
Figure 2d. AA 4 Stem density by two-inch diameter class
1zo
100
v
U
� 80
C�
C
60
+�
'�, 40
c
v
0
20 ' '
0
4-6 6-8 8-10 10-12
DBH Class (inches)
■ Swamp Tupelo ■ Red Maple ■ Swamp Titi
12-14
12-14

Figure 2e. AA 5 Stem density by two-inch diameter class
250
-- 200
a�
u
ra
150
v
+�
N
� 100
N
C
N
� 50 ,
0 1 � � � �
2-4 4-6 6-8 8-10 10-12
DBH Class (inches)
■ Swamp Tupelo ■ Red Maple Swamp Titi
Figure 2f. AA 6 Stem density by two-inch diameter class
300
250
v
L
U
� 200
C�
C
150
50
0 , , � � �
2-4 4-6 6-8 8-10 10-12
DBH Class (inches)
■ Swamp Tupelo ■ Red Maple
12-14
12-14

Figure 2g. AA 7 Stem density by two-inch diameter class
�o
60
a�
� 50
�a
N
� 40
30
a�
� 20
0
10 , ,
0
4-6 6-8 8-10 10-12 12-14
DBH Class (inches)
■ Swamp Tupelo ■Red Mple

INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5-minute topographic
quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same
property, identify and number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User
Manual for detailed descriptions and explanations of requested information. Record in the "Notes/Sketch" section if any supplementary
measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
PROJECT /SITE INFORMATION:
1. Project name (if any): Dudley Mill Pond Mitigation Site 2. Date of evaluation: 12/19/2019
3. ApplicanUowner name: 4. Assessor name/organization: Wildlands Engineering
5. County: Cumberland 6. Nearest named water body
7. River Basin: Cape Fear on USGS 7.5-minute quad: Cape Fear River
8. Site coordinates (decimal degrees, at lower end of assessment reach): Lat 34.960598 Long-78.749925
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map): Cedar Creek R1 10. Length of assessment reach evaluated (feet): 2300
11. Channel depth from bed (in riffle, if present) to top of bank (feet): 6-8 ft r Unable to assess channel depth.
12. Channel width at top of bank (feet): 20-25 13. Is assessment reach a swamp stream? �; Yes �; No
14. Feature type: �; Perennial flaw �; Intermittent flow ;Tidal Marsh Stream
STREAM RATING INFORMATION:
15. NC SAM Zone: �; Mountains (M) �; Piedmont (P) �; Inner Coastal Plain (I) �; Outer Coastal Plain (0)
16. Estimated geomorphic � j�
valley shape (skip for �; a ��� �; b
Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope)
17. Watershed size: (skip �'; Size 1 (< 0.1 mi`) �'; Size 2 (0.1 to < 0.5 mi`) �'; Size 3 (0.5 to < 5 mi`) �; Size 4 (z 5 miz)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated? �; Yes �; No If Yes, check all that appy to the assessment area.
r Section 10 water f Classified Trout Waters � Water Supply Watershed ( �; I �; II �; III �' IV �' V)
r Essential Fish Habitat r Primary Nursery Area r High Quality Waters/Outstanding Resource Waters
r Publicly owned property r NCDWR riparian buffer rule in effect r Nutrient Sensitive Waters
r Anadromous fish r 303(d) List r CAMA Area of Environmental Concern (AEC)
r Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
r Designated Critical Habitat (list species):
19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached? �' Yes � � No
1. Channel Water -assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
�; A Water throughout assessment reach.
�; B No flow, water in pools only.
�; C No water in assessment reach.
2. Evidence of Flow Restriction -assessment reach metric
�; A At least 10% of assessment reach in -stream habitat or rifFle-pool sequence is adversely affected by a Flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impounded on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates).
�;B NotA
3. Feature Pattern -assessment reach metric
�;A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
�; B Not A.
4. Feature Longitudinal Profile -assessment reach metric
�;A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming,
over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of
these disturbances).
�;B NotA
5. Signs of Active Instability -assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap).
�;A < 10% of channel unstable
�; B 10 to 25% of channel unstable
�; C > 25% of channel unstable
6. streamside Area Interaction -streamside area metric
Consider for the Left Bank (LB) and the Right Bank (RB).
LB RB
�;A �;A Little or no evidence of conditions that adversely affect reference interaction
�; B �; B Moderate evidence of conditions (examples: berms, levees, down -cutting, aggradation, dredging) that adversely affect
reference interaction (examples: limited streamside area access, disruption of flood flaws through streamside area,
leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching])
�; C �; C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access
[examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision,
disruption of flood flows through streamside area] or too much floodplain/intertidal zone access [examples:
impoundments, intensive mosquito ditching]) orfloodplain/intertidal zone unnaturally absent or assessment reach is a
man-made feature on an interstream divide

Water Quality stressors —assessment reach/intertidal zone metric
Check all that apply.
� A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam)
r B Excessive sedimentation (burying of stream features or intertidal zone)
r C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem
r D Odor (not including natural sulfide odors)
r E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in the "Notes/Sketch"
section.
r F Livestock with access to stream or intertidal zone
r G Excessive algae in stream or intertidal zone
r H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc.)
r I Other: (explain in "Notes/Sketch" section)
r J Little to na stressors
8. Recent Weather —watershed metric
For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a
drought.
�;A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 4S hours
�; B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
�; C No drought conditions
9 Large or Dangerous Stream —assessment reach metric
;Yes �' No Is stream is too large or dangerous to assess? If Yes, skip to Metric 73 (Streamside Area Ground Surface Condition).
10. Natural In -stream Habitat Types —assessment reach metric
10a. �; Yes �; No Degraded in -stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, in -stream hardening [for example, rip -rap], recent dredging, and snagging)
(evaluate for size 4 Coastal Plain streams only, then skip to Metric 12)
10b. Check all that occur (occurs if > 5%coverage of assessment reach) (skip for Size 4 Coastal Plain streams)
r A Multiple aquatic macrophytes and aquatic masses @ �+ r F 5% oysters or other natural hard bottoms
(include liverworts, lichens, and algal mats) � m r G Submerged aquatic vegetation
r B Multiple sticks and/or leaf packs and/or emergent o � � r H Low -tide refugia (pools)
vegetation Y t o (— I Sand bottom
r C Multiple snags and logs (including lap trees) z @ r J 5% vertical bank along the marsh
r D 5%undercut banks and/or root mats and/or roots v � (— K Little or no habitat
in banks extend to the normal wetted perimeter
r E Little or no habitat
*********************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS****************************
11. Bedform and Substrate —assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11a. ;Yes �; No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams)
11 b. Bedform evaluated. Check the appropriate box(es).
r A Riffle -run section (evaluate 11c)
r B Pool -glide section (evaluate 11d)
r C Natural bedform absent (skip to Metric 12, Aquatic Life)
11 c. In riffles sections, check all that occur below the normal wetted perimeter of the assessment reach — whether or not submerged.
Check at least one box in each row (skip for Size 4 Coastal Plain Streams and Tidal Marsh Streams). Not Present (NP) _
absent, Rare (R) =present but <_ 10%, Common (C) _ > 10-40%, Abundant (A) _ > 40-70%, Predominant (P) _ > 70%. Cumulative
percentages should not exceed 100%for each assessment reach.
NP R C A P
�; �; �; �; �; Bedrock/saprolite
�' �' �' �' �; Boulder (256 —4096 mm)
�' �' �' �' �; Cobble (64 — 256 mm)
�' �' �' �' �' Sand (.062 — 2 mm)
�' �' �' �' �' SilUclay (< 0.062 mm)
�' �' �' �' �' Detritus
�' �' �' �' �' Artificial (rip -rap, concrete, etc.)
11d. ;Yes �;No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12. Aquatic Life —assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12a. ;Yes �;No Was an in -stream aquatic life assessment performed as described in the User Manual?
If No, select one of the following reasons and skip to Metric 13. �; No Water �; Other:
12b. �; Yes �; No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check
all that apply. If No, skip to Metric 13.
1 >1 Numbers over columns refer to "individuals" for size 1 and 2 streams and "taxa" for size 3 and 4 streams.
r r Adult frogs
I"' f Aquatic reptiles
r r Aquatic macrophytes and aquatic masses (include liverworts, lichens, and algal mats)
r � Beetles (including water pennies)
r r Caddisfly larvae (Trichoptera [T])
r r Asian clam (Corbicula )
r r Crustacean (isopod/amphipod/crayfish/shrimp)
r r Damselfly and dragonfly larvae
r r Dipterans (true flies)
r r Mayfly larvae (Ephemeroptera [E])
r r Megaloptera (alderFly, fishfly, dobsonfly larvae)
r r Midges/mosquito larvae
r r Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea)
r r Mussels/Clams (not Corbicula )
r r Otherfsh
r r Salamanders/tadpoles
r r Snails
r I— Stonefly larvae (Plecoptera [P])
r r Tipulid larvae
r r Worms/leeches

13. Streamside Area Ground Surface Condition —streamside area metric (skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and
upland runoff.
LB RB
�; A �; A Little or no alteration to water storage capacity over a majority of the streamside area
�; B �; B Moderate alteration to water storage capacity over a majority of the streamside area
�; C �; C Severe alteration to water storage capacity over a majority of the streamside area (examples include: ditches, fill,
soil, compaction, livestock disturbance, buildings, man-made levees, drainage pipes)
14. Streamside Area Water Storage —streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area.
LB RB
�;A �;A Majority of streamside area with depressions able to pond water>_ 6 inches deep
�; B �; B Majority of streamside area with depressions able to pond water 3 to 6 inches deep
�; C �; C Majority of streamside area with depressions able to pond water < 3 inches deep
15. Wetland Presence —streamside area metric (skip for Tidal Marsh Streams)
Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the
normal wetted perimeter of assessment reach.
LB RB
�; Y �' Y Are wetlands present in the streamside area?
�; N �; N
16. Baseflow Contributors —assessment reach metric (skip for size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
r A Streams and/or springs Qurisdictional discharges)
r B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
r C Obstruction that passes some flow during low -flow periods within assessment area (beaver dam, bottom -release dam)
r D Evidence of bank seepage or sweating (iron oxidizing bacteria in water indicates seepage)
r E Stream bed or bank sail reduced (dig through deposited sediment if present)
r F None of the above
17. Baseflow Detractors —assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
r A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation)
r B Obstruction not passing flow during law flow periods affecting the assessment reach (ex: watertight dam, sediment deposit)
r C Urban stream (z 24 % impervious surface for watershed)
I+ D Evidence that the stream -side area has been modified resulting in accelerated drainage into the assessment reach
r E Assessment reach relocated to valley edge
r F None of the above
18. Shading —assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider "leaf -on" condition.
�;A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
�; B Degraded (example: scattered trees)
�; C Stream shading is gone or largely absent
19. Buffer Width —streamside area metric (skip for Tidal Marsh Streams)
Consider "vegetated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top
of bank out to the first break.
Vegetated Wooded
LB RB LB RB
�; A �' A �; A �; A >_ 100-feet wide or extends to the edge of the watershed
�; B �' B �; B �' B From 50 to < 100-feet wide
�; C �' C �; C �' C From 30 to < 50-feet wide
�; D �; D �; D �' D From 10 to < 30-feet wide
�; E �; E �; E �' E < 10-feet wide or no trees
20. Buffer Structure
—streamside area metric (skip for Tidal Marsh Streams)
Consider for left
bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width).
LB
RB
�;A
�;A
Mature forest
�; B
�; B
Non -mature woody vegetation or modified vegetation structure
�; C
�; C
Herbaceous vegetation with or without a strip of trees < 10 feet wide
�;D
�;D
Maintained shrubs
�; E
�'; E
Little or no vegetation
Buffer Stressors —streamside area metric (skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank (LB) and right bank (RB). Indicate if listed stressor abuts stream (Abuts), does not abut but
is within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet).
If none of the following stressors occurs on either bank, check here and skip to Metric 22: r
Abuts < 30 feet 30-50 feet
LB RB LB RB LB RB
�;A �'A �;A �;A �;A �;A Row crops
�;B �'B �;B �;B �;B �;B Maintained turf
�;C �'C �;C �;C �;C �;C Pasture(nolivestock)/commercial horticulture
�; D �' D �'; D �; D �; D �; D Pasture (active livestock use)

22. Stem Density —streamside area metric (skip for Tidal Marsh Streams
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width)
LB RB
�;A �;A Medium to high stem density
�'; B �; B Low stem density
�'; C �'; C No wooded riparian bufferor predominantly herbaceous species or bare ground
23. Continuity of Vegetated Buffer —streamside area metric (skip for Tidal Marsh Streams
Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10-feet wide
LB RB
�; A �; A The total length of buffer breaks is < 25 percent
E'; B E'; B The total length of buffer breaks is between 25 and 50 percent
�; C �; C The total length of buffer breaks is > 50 percent
24. Vegetative Composition —First 100 feet of streamside area metric (skip for Tidal Marsh Streams
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contribute:
to assessment reach habitat.
LB RB
E';A E';A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native
species, with non-native invasive species absent or sparse.
�; B �; B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native
species. This may include communities of weedy native species that develop after clear -cutting or clearingor
communities with non-native invasive species present, but not dominant, over a large portion of the expected strataor
communities missing understory but retaining canopy trees,
E'; C E'; C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absentor communities
with non-native invasive species dominant over a large portion of expected strataor communities composed of planted
stands of non -characteristic species or communities inappropriately composed of a single speciesor no vegetation.
25. Conductivity —assessment reach metric (skip for all Coastal Plain streams
25a. ;Yes �;No Was a conductivity measurement recorded?
If No, select one of the following reasons. E'; No Water E'; Other:
25b. Check the box corresponding to the conductivity measurement (units of microsiemens per centimeter)
�'; A <46 �; B 46 to < 67 �'; C 67 to < 79 �; D 79 to < 230 � E >_ 230
Notes/Sketch:
- XS4 from proposal shows cross section of area, has entrenchment ratio, etc

NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name Dudley Mill Pond Mitigation Site
Stream Category la4
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
Function Class Rating Summary
Date of Evaluation 12/19/2019
Assessor Name/Organization Wildlands Engineering
YES
NO
YES
Perennial
USACE/ NCDWR
All Streams Intermittent
(1) Hydrology LOW
(2) Baseflow HIGH
(2) Flood Flow LOW
(3) Streamside Area Attenuation LOW
(4) Floodplain Access LOW
(4) Wooded Riparian Buffer MEDIUM
(4) Microtopography MEDIUM
(3) Stream Stability LOW
(4) Channel Stability LOW
(4) Sediment Transport NA
(4) Stream Geomorphology LOW
(2) Stream/Intertidal Zone Interaction NA
(2) Longitudinal Tidal Flow NA
(2) Tidal Marsh Stream Stability NA
(3) Tidal Marsh Channel Stability NA
(3) Tidal Marsh Stream Geomorphology NA
(1) Water Quality HIGH
(2) Baseflow HIGH
(2) Streamside Area Vegetation HIGH
(3) Upland Pollutant Filtration HIGH
(3) Thermoregulation HIGH
(2) Indicators of Stressors NO
(2) Aquatic Life Tolerance MEDIUM
(2) Intertidal Zone Filtration NA
(1) Habitat MEDIUM
(2) In -stream Habitat LOW
(3) Baseflow HIGH
(3) Substrate NA
(3) Stream Stability LOW
(3) In -stream Habitat MEDIUM
(2) Stream -side Habitat HIGH
(3) Stream -side Habitat MEDIUM
(3) Thermoregulation HIGH
(2) Tidal Marsh In -stream Habitat NA
(3) Flow Restriction NA
(3) Tidal Marsh Stream Stability NA
(4) Tidal Marsh Channel Stability NA
(4) Tidal Marsh Stream Geomorphology NA
(3) Tidal Marsh In -stream Habitat NA
(2) Intertidal Zone Habitat NA
Overall MEDIUM

INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5-minute topographic
quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same
property, identify and number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User
Manual for detailed descriptions and explanations of requested information. Record in the "Notes/Sketch" section if any supplementary
measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
PROJECT /SITE INFORMATION:
1. Project name (if any): Dudley Mill Pond Mitigation Site 2. Date of evaluation: 12/19/2019
3. ApplicanUowner name: 4. Assessor name/organization: Wildlands Engineering
5. County: Cumberland 6. Nearest named water body
7. River Basin: Cape Fear on USGS 7.5-minute quad: Cape Fear River
8. Site coordinates (decimal degrees, at lower end of assessment reach): Lat 34.956066 Long-78.752562
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map): Cedar Creek R2 10. Length of assessment reach evaluated (feet): 2600
11. Channel depth from bed (in riffle, if present) to top of bank (feet): 3-5 ft r Unable to assess channel depth.
12. Channel width at top of bank (feet): 20-35 ft 13. Is assessment reach a swamp stream? �; Yes �; No
14. Feature type: �; Perennial flaw �; Intermittent flow ;Tidal Marsh Stream
STREAM RATING INFORMATION:
15. NC SAM Zone: �; Mountains (M) �; Piedmont (P) �; Inner Coastal Plain (I) �; Outer Coastal Plain (0)
16. Estimated geomorphic � j�
valley shape (skip for �; a ��� �; b
Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope)
17. Watershed size: (skip �'; Size 1 (< 0.1 mi`) �'; Size 2 (0.1 to < 0.5 mi`) �'; Size 3 (0.5 to < 5 mi`) �; Size 4 (z 5 miz)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated? �; Yes �; No If Yes, check all that appy to the assessment area.
r Section 10 water f Classified Trout Waters � Water Supply Watershed ( �; I �; II �; III �' IV �' V)
r Essential Fish Habitat r Primary Nursery Area r High Quality Waters/Outstanding Resource Waters
r Publicly owned property r NCDWR riparian buffer rule in effect r Nutrient Sensitive Waters
r Anadromous fish r 303(d) List r CAMA Area of Environmental Concern (AEC)
r Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
r Designated Critical Habitat (list species):
19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached? �' Yes � � No
1. Channel Water -assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
�; A Water throughout assessment reach.
�; B No flow, water in pools only.
�; C No water in assessment reach.
2. Evidence of Flow Restriction -assessment reach metric
�; A At least 10% of assessment reach in -stream habitat or rifFle-pool sequence is adversely affected by a Flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impounded on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates).
�;B NotA
3. Feature Pattern -assessment reach metric
�;A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
�; B Not A.
4. Feature Longitudinal Profile -assessment reach metric
�;A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming,
over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of
these disturbances).
�;B NotA
5. Signs of Active Instability -assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap).
�;A < 10% of channel unstable
�; B 10 to 25% of channel unstable
�; C > 25% of channel unstable
6. streamside Area Interaction -streamside area metric
Consider for the Left Bank (LB) and the Right Bank (RB).
LB RB
�;A �;A Little or no evidence of conditions that adversely affect reference interaction
�; B �; B Moderate evidence of conditions (examples: berms, levees, down -cutting, aggradation, dredging) that adversely affect
reference interaction (examples: limited streamside area access, disruption of flood flaws through streamside area,
leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching])
�; C �; C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access
[examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision,
disruption of flood flows through streamside area] or too much floodplain/intertidal zone access [examples:
impoundments, intensive mosquito ditching]) orfloodplain/intertidal zone unnaturally absent or assessment reach is a
man-made feature on an interstream divide

Water Quality stressors —assessment reach/intertidal zone metric
Check all that apply.
� A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam)
r B Excessive sedimentation (burying of stream features or intertidal zone)
r C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem
r D Odor (not including natural sulfide odors)
r E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in the "Notes/Sketch"
section.
r F Livestock with access to stream or intertidal zone
r G Excessive algae in stream or intertidal zone
r H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc.)
r I Other: (explain in "Notes/Sketch" section)
r J Little to na stressors
8. Recent Weather —watershed metric
For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a
drought.
�;A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 4S hours
�; B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
�; C No drought conditions
9 Large or Dangerous Stream —assessment reach metric
;Yes �' No Is stream is too large or dangerous to assess? If Yes, skip to Metric 73 (Streamside Area Ground Surface Condition).
10. Natural In -stream Habitat Types —assessment reach metric
10a. �; Yes �; No Degraded in -stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, in -stream hardening [for example, rip -rap], recent dredging, and snagging)
(evaluate for size 4 Coastal Plain streams only, then skip to Metric 12)
10b. Check all that occur (occurs if > 5%coverage of assessment reach) (skip for Size 4 Coastal Plain streams)
r A Multiple aquatic macrophytes and aquatic masses @ �+ r F 5% oysters or other natural hard bottoms
(include liverworts, lichens, and algal mats) � m r G Submerged aquatic vegetation
r B Multiple sticks and/or leaf packs and/or emergent o � � r H Low -tide refugia (pools)
vegetation Y t o (— I Sand bottom
r C Multiple snags and logs (including lap trees) z @ r J 5% vertical bank along the marsh
r D 5%undercut banks and/or root mats and/or roots v � (— K Little or no habitat
in banks extend to the normal wetted perimeter
r E Little or no habitat
*********************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS****************************
11. Bedform and Substrate —assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11a. ;Yes �; No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams)
11 b. Bedform evaluated. Check the appropriate box(es).
r A Riffle -run section (evaluate 11c)
r B Pool -glide section (evaluate 11d)
r C Natural bedform absent (skip to Metric 12, Aquatic Life)
11 c. In riffles sections, check all that occur below the normal wetted perimeter of the assessment reach — whether or not submerged.
Check at least one box in each row (skip for Size 4 Coastal Plain Streams and Tidal Marsh Streams). Not Present (NP) _
absent, Rare (R) =present but <_ 10%, Common (C) _ > 10-40%, Abundant (A) _ > 40-70%, Predominant (P) _ > 70%. Cumulative
percentages should not exceed 100%for each assessment reach.
NP R C A P
�; �; �; �; �; Bedrock/saprolite
�' �' �; �' �; Boulder (256 —4096 mm)
�' �' �; �' �; Cobble (64 — 256 mm)
�' �' �' �' �' Sand (.062 — 2 mm)
�' �' �' �' �' SilUclay (< 0.062 mm)
�' �' �' �' �' Detritus
�' �' �' �' �' Artificial (rip -rap, concrete, etc.)
11d. ;Yes �;No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12. Aquatic Life —assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12a. ;Yes �;No Was an in -stream aquatic life assessment performed as described in the User Manual?
If No, select one of the following reasons and skip to Metric 13. �; No Water �; Other:
12b. �; Yes �; No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check
all that apply. If No, skip to Metric 13.
1 >1 Numbers over columns refer to "individuals" for size 1 and 2 streams and "taxa" for size 3 and 4 streams.
r r Adult frogs
I"' f Aquatic reptiles
r r Aquatic macrophytes and aquatic masses (include liverworts, lichens, and algal mats)
r � Beetles (including water pennies)
r r Caddisfly larvae (Trichoptera [T])
r r Asian clam (Corbicula )
r � Crustacean (isopod/amphipod/crayfish/shrimp)
r r Damselfly and dragonfly larvae
r r Dipterans (true flies)
r r Mayfly larvae (Ephemeroptera [E])
r r Megaloptera (alderFly, fishfly, dobsonfly larvae)
r r Midges/mosquito larvae
r r Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea)
r r Mussels/Clams (not Corbicula )
r r Otherfsh
r r Salamanders/tadpoles
r r Snails
r I— Stonefly larvae (Plecoptera [P])
r r Tipulid larvae
r r Worms/leeches

13. Streamside Area Ground Surface Condition —streamside area metric (skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and
upland runoff.
LB
RB
�; A
�; A
Little or no alteration to water storage capacity over a majority of the streamside area
�; B
�; B
Moderate alteration to water storage capacity over a majority of the streamside area
�; C
�; C
Severe alteration to water storage capacity over a majority of the streamside area (examples include: ditches, fill,
soil, compaction, livestock disturbance, buildings, man-made levees, drainage pipes)
14. Streamside Area Water Storage —streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area.
LB RB
�;A �;A Majority of streamside area with depressions able to pond water>_ 6 inches deep
�; B �; B Majority of streamside area with depressions able to pond water 3 to 6 inches deep
�; C �; C Majority of streamside area with depressions able to pond water < 3 inches deep
15. Wetland Presence —streamside area metric (skip for Tidal Marsh Streams)
Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the
normal wetted perimeter of assessment reach.
LB RB
�; Y �' Y Are wetlands present in the streamside area?
�; N �; N
16. Baseflow Contributors —assessment reach metric (skip for size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
r A Streams and/or springs Qurisdictional discharges)
r B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
r C Obstruction that passes some flow during low -flow periods within assessment area (beaver dam, bottom -release dam)
r D Evidence of bank seepage or sweating (iron oxidizing bacteria in water indicates seepage)
r E Stream bed or bank sail reduced (dig through deposited sediment if present)
r F None of the above
17. Baseflow Detractors —assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
r A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation)
r B Obstruction not passing flow during law flow periods affecting the assessment reach (ex: watertight dam, sediment deposit)
r C Urban stream (z 24 % impervious surface for watershed)
I+ D Evidence that the stream -side area has been modified resulting in accelerated drainage into the assessment reach
r E Assessment reach relocated to valley edge
r F None of the above
18. Shading —assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider "leaf -on" condition.
�;A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
�; B Degraded (example: scattered trees)
�; C Stream shading is gone or largely absent
19. Buffer Width —streamside area metric (skip for Tidal Marsh Streams)
Consider "vegetated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top
of bank out to the first break.
Vegetated Wooded
LB RB LB RB
�; A �' A �; A �; A >_ 100-feet wide or extends to the edge of the watershed
�; B �' B �; B �' B From 50 to < 100-feet wide
�; C �' C �; C �' C From 30 to < 50-feet wide
�; D �; D �; D �' D From 10 to < 30-feet wide
�; E �; E �; E �' E < 10-feet wide or no trees
20. Buffer Structure
—streamside area metric (skip for Tidal Marsh Streams)
Consider for left
bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width).
LB
RB
�;A
�;A
Mature forest
�; B
�; B
Non -mature woody vegetation or modified vegetation structure
�; C
�; C
Herbaceous vegetation with or without a strip of trees < 10 feet wide
�;D
�;D
Maintained shrubs
�; E
�'; E
Little or no vegetation
Buffer Stressors —streamside area metric (skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank (LB) and right bank (RB). Indicate if listed stressor abuts stream (Abuts), does not abut but
is within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet).
If none of the following stressors occurs on either bank, check here and skip to Metric 22: r
Abuts < 30 feet 30-50 feet
LB RB LB RB LB RB
�;A �'A �;A �;A �;A �;A Row crops
�;B �'B �;B �;B �;B �;B Maintained turf
�;C �'C �;C �;C �;C �;C Pasture(nolivestock)/commercial horticulture
�; D �; D �; D �; D �; D �; D Pasture (active livestock use)
22. Stem Density —streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width).
LB RB
�;A �;A Medium to high stem density
�; B �; B Low stem density
�; C �; C No wooded riparian buffer or predominantly herbaceous species or bare ground
23. Continuity of Vegetated Buffer—streamside area metric (skip for Tidal Marsh Streams)
Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10-feet wide.
LB RB
�; A �; A The total length of buffer breaks is < 25 percent.
�; B �; B The total length of buffer breaks is between 25 and 50 percent.
�; C �; C The total length of buffer breaks is > 50 percent.

24. Vegetative Composition —First 100 feet of streamside area metric (skip for Tidal Marsh Streams
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contribute:
to assessment reach habitat.
LB RB
E';A E';A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native
species, with non-native invasive species absent or sparse.
E'; B E'; B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native
species. This may include communities of weedy native species that develop after clear -cutting or clearingor
communities with non-native invasive species present, but not dominant, over a large portion of the expected strataor
communities missing understory but retaining canopy trees,
�; C �; C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absentor communities
with non-native invasive species dominant over a large portion of expected strataor communities composed of planted
stands of non -characteristic species or communities inappropriately composed of a single speciesor no vegetation.
25. Conductivity —assessment reach metric (skip for all Coastal Plain streams
25a. ;Yes �;No Was a conductivity measurement recorded?
If No, select one of the following reasons. E'; No Water E'; Other:
25b. Check the box corresponding to the conductivity measurement (units of microsiemens per centimeter)
�'; A <46 �; B 46 to < 67 �'; C 67 to < 79 �; D 79 to < 230 �,° E ? 230
Notes/Sketch:
-XS7-9 show in mitigation plan show cross sections, entrenchment ratios, etc.

NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name Dudley Mill Pond Mitigation Site
Stream Category la4
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
Function Class Rating Summary
Date of Evaluation 12/19/2019
Assessor Name/Organization Wildlands Engineering
YES
NO
YES
Perennial
USACE/ NCDWR
All Streams Intermittent
(1) Hydrology LOW
(2) Baseflow HIGH
(2) Flood Flow LOW
(3) Streamside Area Attenuation MEDIUM
(4) Floodplain Access MEDIUM
(4) Wooded Riparian Buffer LOW
(4) Microtopography HIGH
(3) Stream Stability LOW
(4) Channel Stability LOW
(4) Sediment Transport NA
(4) Stream Geomorphology LOW
(2) Stream/Intertidal Zone Interaction NA
(2) Longitudinal Tidal Flow NA
(2) Tidal Marsh Stream Stability NA
(3) Tidal Marsh Channel Stability NA
(3) Tidal Marsh Stream Geomorphology NA
(1) Water Quality HIGH
(2) Baseflow HIGH
(2) Streamside Area Vegetation HIGH
(3) Upland Pollutant Filtration HIGH
(3) Thermoregulation LOW
(2)Indicators of Stressors NO
(2) Aquatic Life Tolerance MEDIUM
(2) Intertidal Zone Filtration NA
(1) Habitat LOW
(2) In -stream Habitat LOW
(3) Baseflow HIGH
(3) Substrate NA
(3) Stream Stability LOW
(3) In -stream Habitat MEDIUM
(2) Stream -side Habitat LOW
(3) Stream -side Habitat LOW
(3) Thermoregulation LOW
(2) Tidal Marsh In -stream Habitat NA
(3) Flow Restriction NA
(3) Tidal Marsh Stream Stability NA
(4) Tidal Marsh Channel Stability NA
(4) Tidal Marsh Stream Geomorphology NA
(3) Tidal Marsh In -stream Habitat NA
(2) Intertidal Zone Habitat NA
Overall LOW

INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5-minute topographic
quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same
property, identify and number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User
Manual for detailed descriptions and explanations of requested information. Record in the "Notes/Sketch" section if any supplementary
measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
PROJECT /SITE INFORMATION:
1. Project name (if any): Dudley Mill Pond Mitigation Site 2. Date of evaluation: 12/19/2019
3. ApplicanUowner name: 4. Assessor name/organization: Wildlands Engineering
5. County: Cumberland 6. Nearest named water body
7. River Basin: Cape Fear on USGS 7.5-minute quad: Cedar Creek
8. Site coordinates (decimal degrees, at lower end of assessment reach): Lat 34.963917 Long-78.749520
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map): T1 10. Length of assessment reach evaluated (feet): 230
11. Channel depth from bed (in riffle, if present) to top of bank (feet): 4-5 feet r Unable to assess channel depth.
12. Channel width at top of bank (feet): 10-15 ft 13. Is assessment reach a swamp stream? �; Yes �; No
14. Feature type: �; Perennial flaw �; Intermittent flow ;Tidal Marsh Stream
STREAM RATING INFORMATION:
15. NC SAM Zone: �; Mountains (M) �; Piedmont (P) �; Inner Coastal Plain (I) �; Outer Coastal Plain (0)
16. Estimated geomorphic � j�
valley shape (skip for �; a ��� �; b
Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope)
17. Watershed size: (skip �'; Size 1 (< 0.1 mi`) E ;Size 2 (0.1 to < 0.5 mi`) �'; Size 3 (0.5 to < 5 mi`) �'; Size 4 (z 5 miz)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated? �; Yes �; No If Yes, check all that appy to the assessment area.
r Section 10 water f Classified Trout Waters � Water Supply Watershed ( �; I �; II �; III �' IV �' V)
r Essential Fish Habitat r Primary Nursery Area r High Quality Waters/Outstanding Resource Waters
r Publicly owned property r NCDWR riparian buffer rule in effect r Nutrient Sensitive Waters
r Anadromous fish r 303(d) List r CAMA Area of Environmental Concern (AEC)
r Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
r Designated Critical Habitat (list species):
19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached? �' Yes � � No
1. Channel Water -assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
�; A Water throughout assessment reach.
�; B No flow, water in pools only.
�; C No water in assessment reach.
2. Evidence of Flow Restriction -assessment reach metric
�; A At least 10% of assessment reach in -stream habitat or rifFle-pool sequence is adversely affected by a Flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impounded on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates).
�;B NotA
3. Feature Pattern -assessment reach metric
�;A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
�; B Not A.
4. Feature Longitudinal Profile -assessment reach metric
�;A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming,
over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of
these disturbances).
�;B NotA
5. Signs of Active Instability -assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap).
�;A < 10% of channel unstable
�; B 10 to 25% of channel unstable
�; C > 25% of channel unstable
6. streamside Area Interaction -streamside area metric
Consider for the Left Bank (LB) and the Right Bank (RB).
LB RB
�;A �;A Little or no evidence of conditions that adversely affect reference interaction
�; B �; B Moderate evidence of conditions (examples: berms, levees, down -cutting, aggradation, dredging) that adversely affect
reference interaction (examples: limited streamside area access, disruption of flood flaws through streamside area,
leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching])
�; C �; C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access
[examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision,
disruption of flood flows through streamside area] or too much floodplain/intertidal zone access [examples:
impoundments, intensive mosquito ditching]) orfloodplain/intertidal zone unnaturally absent or assessment reach is a
man-made feature on an interstream divide

Water Quality stressors —assessment reach/intertidal zone metric
Check all that apply.
� A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam)
r B Excessive sedimentation (burying of stream features or intertidal zone)
r C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem
r D Odor (not including natural sulfide odors)
r E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in the "Notes/Sketch"
section.
r F Livestock with access to stream or intertidal zone
r G Excessive algae in stream or intertidal zone
r H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc.)
r I Other: (explain in "Notes/Sketch" section)
r J Little to na stressors
8. Recent Weather —watershed metric
For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a
drought.
�;A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 4S hours
�; B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
�; C No drought conditions
9 Large or Dangerous Stream —assessment reach metric
;Yes �' No Is stream is too large or dangerous to assess? If Yes, skip to Metric 73 (Streamside Area Ground Surface Condition).
10. Natural Instream Habitat Types —assessment reach metric
10a. �; Yes �; No Degraded in -stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, in -stream hardening [for example, rip -rap], recent dredging, and snagging)
(evaluate for size 4 Coastal Plain streams only, then skip to Metric 12)
10b. Check all that occur (occurs if > 5%coverage of assessment reach) (skip for Size 4 Coastal Plain streams)
r A Multiple aquatic macrophytes and aquatic masses @ �+ r F 5% oysters or other natural hard bottoms
(include liverworts, lichens, and algal mats) � m r G Submerged aquatic vegetation
r B Multiple sticks and/or leaf packs and/or emergent o `� T r H Low -tide refugia (pools)
vegetation Y t o (— I Sand bottom
r C Multiple snags and logs (including lap trees) z @ r J 5% vertical bank along the marsh
r D 5%undercut banks and/or root mats and/or roots v � (— K Little or no habitat
in banks extend to the normal wetted perimeter
r E Little or no habitat
*********************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS****************************
11. Bedform and Substrate —assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11a. ;Yes �; No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams)
11 b. Bedform evaluated. Check the appropriate box(es).
r A Riffle -run section (evaluate 11c)
r B Pool -glide section (evaluate 11d)
r C Natural bedform absent (skip to Metric 12, Aquatic Life)
11 c. In riffles sections, check all that occur below the normal wetted perimeter of the assessment reach — whether or not submerged.
Check at least one box in each row (skip for Size 4 Coastal Plain Streams and Tidal Marsh Streams). Not Present (NP) _
absent, Rare (R) =present but <_ 10%, Common (C) _ > 10-40%, Abundant (A) _ > 40-70%, Predominant (P) _ > 70%. Cumulative
percentages should not exceed 100%for each assessment reach.
NP R C A P
�; �; �; �; �; Bedrock/saprolite
�' �' �; �' �; Boulder (256 —4096 mm)
�' �' �; �' �; Cobble (64 — 256 mm)
�' �' �' �' �' Sand (.062 — 2 mm)
�' �' �' �' �' SilUclay (< 0.062 mm)
�' �' �' �' �' Detritus
�' �' �' �' �' Artificial (rip -rap, concrete, etc.)
11d. ;Yes �;No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12. Aquatic Life —assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12a. ;Yes �;No Was an in -stream aquatic life assessment performed as described in the User Manual?
If No, select one of the following reasons and skip to Metric 13. �; No Water �; Other:
12b. �; Yes �; No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check
all that apply. If No, skip to Metric 13.
1 >1 Numbers over columns refer to "individuals" for size 1 and 2 streams and "taxa" for size 3 and 4 streams.
r r Adult frogs
I"' f Aquatic reptiles
r r Aquatic macrophytes and aquatic masses (include liverworts, lichens, and algal mats)
r � Beetles (including water pennies)
r r Caddisfly larvae (Trichoptera [T])
r r Asian clam (Corbicula )
r r Crustacean (isopod/amphipod/crayfish/shrimp)
r r Damselfly and dragonfly larvae
r r Dipterans (true flies)
r r Mayfly larvae (Ephemeroptera [E])
r r Megaloptera (alderFly, fishfly, dobsonfly larvae)
r r Midges/mosquito larvae
r r Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea)
r r Mussels/Clams (not Corbicula )
r r Otherfsh
r r Salamanders/tadpoles
r r Snails
r r Stonefly larvae (Plecoptera [P])
r r Tipulid larvae
r r Worms/leeches

13. Streamside Area Ground Surface Condition —streamside area metric (skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and
upland runoff.
LB
RB
�; A
�; A
Little or no alteration to water storage capacity over a majority of the streamside area
�; B
�; B
Moderate alteration to water storage capacity over a majority of the streamside area
�; C
�; C
Severe alteration to water storage capacity over a majority of the streamside area (examples include: ditches, fill,
soil, compaction, livestock disturbance, buildings, man-made levees, drainage pipes)
14. Streamside Area Water Storage —streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area.
LB RB
�;A �;A Majority of streamside area with depressions able to pond water>_ 6 inches deep
�; B �; B Majority of streamside area with depressions able to pond water 3 to 6 inches deep
�; C �; C Majority of streamside area with depressions able to pond water < 3 inches deep
15. Wetland Presence —streamside area metric (skip for Tidal Marsh Streams)
Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the
normal wetted perimeter of assessment reach.
LB RB
�; Y �' Y Are wetlands present in the streamside area?
�; N �; N
16. Baseflow Contributors —assessment reach metric (skip for size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
r A Streams and/or springs Qurisdictional discharges)
r B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
r C Obstruction that passes some flow during low -flow periods within assessment area (beaver dam, bottom -release dam)
r D Evidence of bank seepage or sweating (iron oxidizing bacteria in water indicates seepage)
r E Stream bed or bank sail reduced (dig through deposited sediment if present)
r F None of the above
17. Baseflow Detractors —assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
r A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation)
r B Obstruction not passing flow during law flow periods affecting the assessment reach (ex: watertight dam, sediment deposit)
r C Urban stream (z 24 % impervious surface for watershed)
I+ D Evidence that the stream -side area has been modified resulting in accelerated drainage into the assessment reach
r E Assessment reach relocated to valley edge
r F None of the above
18. Shading —assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider "leaf -on" condition.
�;A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
�; B Degraded (example: scattered trees)
�; C Stream shading is gone or largely absent
19. Buffer Width —streamside area metric (skip for Tidal Marsh Streams)
Consider "vegetated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top
of bank out to the first break.
Vegetated Wooded
LB RB LB RB
�; A �' A �; A �; A >_ 100-feet wide or extends to the edge of the watershed
�; B �' B �; B �' B From 50 to < 100-feet wide
�; C �' C �; C �' C From 30 to < 50-feet wide
�; D �; D �; D �' D From 10 to < 30-feet wide
�; E �; E �; E �' E < 10-feet wide or no trees
20. Buffer Structure
—streamside area metric (skip for Tidal Marsh Streams)
Consider for left
bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width).
LB
RB
�;A
�;A
Mature forest
�; B
�; B
Non -mature woody vegetation or modified vegetation structure
�; C
�; C
Herbaceous vegetation with or without a strip of trees < 10 feet wide
�;D
�;D
Maintained shrubs
�; E
�'; E
Little or no vegetation
Buffer Stressors —streamside area metric (skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank (LB) and right bank (RB). Indicate if listed stressor abuts stream (Abuts), does not abut but
is within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet).
If none of the following stressors occurs on either bank, check here and skip to Metric 22: r
Abuts < 30 feet 30-50 feet
LB RB LB RB LB RB
�;A �'A �;A �;A �;A �;A Row crops
�;B �'B �;B �;B �;B �;B Maintained turf
�;C �'C �;C �;C �;C �;C Pasture(nolivestock)/commercial horticulture
�; D �; D �; D �; D �; D �; D Pasture (active livestock use)
22. Stem Density —streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width).
LB RB
�;A �;A Medium to high stem density
�; B �; B Low stem density
�; C �; C No wooded riparian buffer or predominantly herbaceous species or bare ground
23. Continuity of Vegetated Buffer—streamside area metric (skip for Tidal Marsh Streams)
Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10-feet wide.
LB RB
�; A �; A The total length of buffer breaks is < 25 percent.
�; B �; B The total length of buffer breaks is between 25 and 50 percent.
�; C �; C The total length of buffer breaks is > 50 percent.

24. Vegetative Composition —First 100 feet of streamside area metric (skip for Tidal Marsh Streams
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contribute:
to assessment reach habitat.
LB RB
E';A E';A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native
species, with non-native invasive species absent or sparse.
�; B �; B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native
species. This may include communities of weedy native species that develop after clear -cutting or clearingor
communities with non-native invasive species present, but not dominant, over a large portion of the expected strataor
communities missing understory but retaining canopy trees,
E'; C E'; C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absentor communities
with non-native invasive species dominant over a large portion of expected strataor communities composed of planted
stands of non -characteristic species or communities inappropriately composed of a single speciesor no vegetation.
25. Conductivity —assessment reach metric (skip for all Coastal Plain streams
25a. ;Yes �;No Was a conductivity measurement recorded?
If No, select one of the following reasons. E'; No Water � ;Other:
25b. Check the box corresponding to the conductivity measurement (units iicrosiemens per centimeter)
�'; A <46 �; B 46 to < 67 �'; C 67 to < 79 �; U 79 to < 230 �; E ? 230
Notes/Sketch:
- XS6 from Proposal and XS 11 from the Mitigation plan show the cross section for T1, entrenchment ratios, etc.

NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.7
Stream Site Name Dudley Mill Pond Mitigation Site
Stream Category lag
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
Function Class Rating Summary
Date of Evaluation 12/19/2019
Assessor Name/Organization Wildlands Engineering
YES
NO
Perennial
USACE/ NCDWR
All Streams Intermittent
(1) Hydrology LOW
(2) Baseflow HIGH
(2) Flood Flow LOW
(3) Streamside Area Attenuation LOW
(4) Floodplain Access LOW
(4) Wooded Riparian Buffer HIGH
(4) Microtopography MEDIUM
(3) Stream Stability LOW
(4) Channel Stability LOW
(4) Sediment Transport HIGH
(4) Stream Geomorphology LOW
(2) Stream/Intertidal Zone Interaction NA
(2) Longitudinal Tidal Flow NA
(2) Tidal Marsh Stream Stability NA
(3) Tidal Marsh Channel Stability NA
(3) Tidal Marsh Stream Geomorphology NA
(1) Water Quality HIGH
(2) Baseflow HIGH
(2) Streamside Area Vegetation HIGH
(3) Upland Pollutant Filtration HIGH
(3) Thermoregulation HIGH
(2) Indicators of Stressors NO
(2) Aquatic Life Tolerance MEDIUM
(2) Intertidal Zone Filtration NA
(1) Habitat LOW
(2) In -stream Habitat LOW
(3) Baseflow HIGH
(3) Substrate LOW
(3) Stream Stability LOW
(3) In -stream Habitat MEDIUM
(2) Stream -side Habitat HIGH
(3) Stream -side Habitat MEDIUM
(3) Thermoregulation HIGH
(2) Tidal Marsh In -stream Habitat NA
(3) Flow Restriction NA
(3) Tidal Marsh Stream Stability NA
(4) Tidal Marsh Channel Stability NA
(4) Tidal Marsh Stream Geomorphology NA
(3) Tidal Marsh In -stream Habitat NA
(2) Intertidal Zone Habitat NA
Overall LOW

INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5-minute topographic
quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same
property, identify and number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User
Manual for detailed descriptions and explanations of requested information. Record in the "Notes/Sketch" section if any supplementary
measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
PROJECT /SITE INFORMATION:
1. Project name (if any): Dudley Mill Pond Mitigation Site 2. Date of evaluation: 12/19/2019
3. ApplicanUowner name: 4. Assessor name/organization: Wildlands Engineering
5. County: Cumberland 6. Nearest named water body
7. River Basin: Cape Fear on USGS 7.5-minute quad: Cedar Creek
8. Site coordinates (decimal degrees, at lower end of assessment reach): Lat 34.961380 Long-78.749586
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map): T2 10. Length of assessment reach evaluated (feet): 1200
11. Channel depth from bed (in riffle, if present) to top of bank (feet): 4-6 ft r Unable to assess channel depth.
12. Channel width at top of bank (feet): 10-16 feet 13. Is assessment reach a swamp stream? �; Yes �; No
14. Feature type: �; Perennial flaw �; Intermittent flow ;Tidal Marsh Stream
STREAM RATING INFORMATION:
15. NC SAM Zone: �; Mountains (M) �; Piedmont (P) �; Inner Coastal Plain (I) �; Outer Coastal Plain (0)
16. Estimated geomorphic � j�
valley shape (skip for �; a ��� �; b
Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope)
17. Watershed size: (skip �'; Size 1 (< 0.1 mi`) �'; Size 2 (0.1 to < 0.5 mi`) E ;Size 3 (0.5 to < 5 mi`) �'; Size 4 (z 5 miz)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated? �; Yes �; No If Yes, check all that appy to the assessment area.
r Section 10 water f Classified Trout Waters � Water Supply Watershed ( �; I �; II �; III �' IV �' V)
r Essential Fish Habitat r Primary Nursery Area r High Quality Waters/Outstanding Resource Waters
r Publicly owned property r NCDWR riparian buffer rule in effect r Nutrient Sensitive Waters
r Anadromous fish r 303(d) List r CAMA Area of Environmental Concern (AEC)
r Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
r Designated Critical Habitat (list species):
19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached? �' Yes � � No
1. Channel Water -assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
�; A Water throughout assessment reach.
�; B No flow, water in pools only.
�; C No water in assessment reach.
2. Evidence of Flow Restriction -assessment reach metric
�; A At least 10% of assessment reach in -stream habitat or rifFle-pool sequence is adversely affected by a Flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impounded on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates).
�;B NotA
3. Feature Pattern -assessment reach metric
�;A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
�; B Not A.
4. Feature Longitudinal Profile -assessment reach metric
�;A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming,
over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of
these disturbances).
�;B NotA
5. Signs of Active Instability -assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap).
�;A < 10% of channel unstable
�; B 10 to 25% of channel unstable
�; C > 25% of channel unstable
6. streamside Area Interaction -streamside area metric
Consider for the Left Bank (LB) and the Right Bank (RB).
LB RB
�;A �;A Little or no evidence of conditions that adversely affect reference interaction
�; B �; B Moderate evidence of conditions (examples: berms, levees, down -cutting, aggradation, dredging) that adversely affect
reference interaction (examples: limited streamside area access, disruption of flood flaws through streamside area,
leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching])
�; C �; C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access
[examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision,
disruption of flood flows through streamside area] or too much floodplain/intertidal zone access [examples:
impoundments, intensive mosquito ditching]) orfloodplain/intertidal zone unnaturally absent or assessment reach is a
man-made feature on an interstream divide

Water Quality stressors —assessment reach/intertidal zone metric
Check all that apply.
� A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam)
r B Excessive sedimentation (burying of stream features or intertidal zone)
r C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem
r D Odor (not including natural sulfide odors)
r E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in the "Notes/Sketch"
section.
r F Livestock with access to stream or intertidal zone
r G Excessive algae in stream or intertidal zone
r H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc.)
r I Other: (explain in "Notes/Sketch" section)
r J Little to na stressors
8. Recent Weather —watershed metric
For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a
drought.
�;A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 4S hours
�; B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
�; C No drought conditions
9 Large or Dangerous Stream —assessment reach metric
;Yes �' No Is stream is too large or dangerous to assess? If Yes, skip to Metric 73 (Streamside Area Ground Surface Condition).
10. Natural Instream Habitat Types —assessment reach metric
10a. �; Yes �; No Degraded in -stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, in -stream hardening [for example, rip -rap], recent dredging, and snagging)
(evaluate for size 4 Coastal Plain streams only, then skip to Metric 12)
10b. Check all that occur (occurs if > 5%coverage of assessment reach) (skip for Size 4 Coastal Plain streams)
r A Multiple aquatic macrophytes and aquatic masses @ �+ r F 5% oysters or other natural hard bottoms
(include liverworts, lichens, and algal mats) � m r G Submerged aquatic vegetation
r B Multiple sticks and/or leaf packs and/or emergent o `� T r H Low -tide refugia (pools)
vegetation Y t o (— I Sand bottom
r C Multiple snags and logs (including lap trees) z @ r J 5% vertical bank along the marsh
r D 5%undercut banks and/or root mats and/or roots v � (— K Little or no habitat
in banks extend to the normal wetted perimeter
r E Little or no habitat
*********************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS****************************
11. Bedform and Substrate —assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11a. ;Yes �; No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams)
11 b. Bedform evaluated. Check the appropriate box(es).
r A Riffle -run section (evaluate 11c)
r B Pool -glide section (evaluate 11d)
r C Natural bedform absent (skip to Metric 12, Aquatic Life)
11 c. In riffles sections, check all that occur below the normal wetted perimeter of the assessment reach — whether or not submerged.
Check at least one box in each row (skip for Size 4 Coastal Plain Streams and Tidal Marsh Streams). Not Present (NP) _
absent, Rare (R) =present but <_ 10%, Common (C) _ > 10-40%, Abundant (A) _ > 40-70%, Predominant (P) _ > 70%. Cumulative
percentages should not exceed 100%for each assessment reach.
NP R C A P
�; �; �; �; �; Bedrock/saprolite
�' �' �; �' �; Boulder (256 —4096 mm)
�' �' �; �' �; Cobble (64 — 256 mm)
�' �' �' �' �' Sand (.062 — 2 mm)
�' �' �' �' �' SilUclay (< 0.062 mm)
�' �' �' �' �' Detritus
�' �' �' �' �' Artificial (rip -rap, concrete, etc.)
11d. ;Yes �;No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12. Aquatic Life —assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
12a. ;Yes �;No Was an in -stream aquatic life assessment performed as described in the User Manual?
If No, select one of the following reasons and skip to Metric 13. �; No Water �; Other:
12b. �; Yes �; No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check
all that apply. If No, skip to Metric 13.
1 >1 Numbers over columns refer to "individuals" for size 1 and 2 streams and "taxa" for size 3 and 4 streams.
r r Adult frogs
I"' f Aquatic reptiles
r r Aquatic macrophytes and aquatic masses (include liverworts, lichens, and algal mats)
r � Beetles (including water pennies)
r r Caddisfly larvae (Trichoptera [T])
r r Asian clam (Corbicula )
r r Crustacean (isopod/amphipod/crayfish/shrimp)
r r Damselfly and dragonfly larvae
r r Dipterans (true flies)
r r Mayfly larvae (Ephemeroptera [E])
r r Megaloptera (alderFly, fishfly, dobsonfly larvae)
r r Midges/mosquito larvae
r r Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea)
r r Mussels/Clams (not Corbicula )
r r Otherfsh
r r Salamanders/tadpoles
r r Snails
r I— Stonefly larvae (Plecoptera [P])
r r Tipulid larvae
r r Worms/leeches

13. Streamside Area Ground Surface Condition —streamside area metric (skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and
upland runoff.
LB
RB
�; A
�; A
Little or no alteration to water storage capacity over a majority of the streamside area
�; B
�; B
Moderate alteration to water storage capacity over a majority of the streamside area
�; C
�; C
Severe alteration to water storage capacity aver a majority of the streamside area (examples include: ditches, fill,
soil, compaction, livestock disturbance, buildings, man-made levees, drainage pipes)
14. Streamside Area Water Storage —streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area.
LB RB
�;A �;A Majority of streamside area with depressions able to pond water>_ 6 inches deep
�; B �; B Majority of streamside area with depressions able to pond water 3 to 6 inches deep
�; C �; C Majority of streamside area with depressions able to pond water < 3 inches deep
15. Wetland Presence —streamside area metric (skip for Tidal Marsh Streams)
Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the
normal wetted perimeter of assessment reach.
LB RB
�; Y �; Y Are wetlands present in the streamside area?
�; N �; N
16. Baseflow Contributors —assessment reach metric (skip for size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
r A Streams and/or springs Qurisdictional discharges)
r B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
r C Obstruction that passes some flow during low -flow periods within assessment area (beaver dam, bottom -release dam)
r D Evidence of bank seepage or sweating (iron oxidizing bacteria in water indicates seepage)
r E Stream bed or bank sail reduced (dig through deposited sediment if present)
t— F None of the above
17. Baseflow Detractors —assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
r A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation)
r B Obstruction not passing flow during law flow periods affecting the assessment reach (ex: watertight dam, sediment deposit)
r C Urban stream (z 24 % impervious surface for watershed)
r D Evidence that the stream -side area has been modified resulting in accelerated drainage into the assessment reach
r E Assessment reach relocated to valley edge
r F None of the above
18. Shading —assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider "leaf -on" condition.
�;A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
�; B Degraded (example: scattered trees)
�; C Stream shading is gone or largely absent
19. Buffer Width —streamside area metric (skip for Tidal Marsh Streams)
Consider "vegetated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top
of bank out to the first break.
Vegetated
Wooded
LB
RB
LB RB
�; A
�; A
�; A �' A >_ 100-feet wide or extends to the edge of the watershed
�; B
�; B
�; B �' B From 50 to < 100-feet wide
�; C
�; C
�; C �' C From 30 to < 50-feet wide
�; D
�; D
�; D �; D From 10 to < 30-feet wide
�; E
�; E
�; E �; E < 10-feet wide or no trees
20. Buffer
Structure
—streamside area metric (skip for Tidal Marsh Streams)
Consider
for left bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width).
LB
RB
�;A
�;A
Mature forest
�; B
�; B
Non -mature woody vegetation or modified vegetation structure
�; C
�; C
Herbaceous vegetation with or without a strip of trees < 10 feet wide
�;D
�;D
Maintained shrubs
�; E
�; E
Little or no vegetation
21. Buffer Stressors —streamside area metric (skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank (LB) and right bank (RB). Indicate if listed stressor abuts stream (Abuts), does not abut but
is within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet).
If none of the following stressors occurs on either bank, check here and skip to Metric 22: r
Abuts < 30 feet 30-50 feet
LB
RB
LB
RB
LB
RB
�; A
�; A
�; A
�; A
�; A
�; A
�' B
�' B
�' B
�' B
�' B
�' B
�;C
�'C
�;C
�'C
�;C
�;C
�;D
�'D
�;D
�'D
�;D
�;D
Row crops
Maintained turf
Pasture (no livestock)/commercial horticulture
Pasture (active livestock use)
22. Stem Density —streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width).
LB RB
�;A �;A Medium to high stem density
�; B �; B Low stem density
�; C �; C No wooded riparian buffer or predominantly herbaceous species or bare ground
23. Continuity of Vegetated Buffer—streamside area metric (skip for Tidal Marsh Streams)
Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10-feet wide.
LB RB
�; A �; A The total length of buffer breaks is < 25 percent.
�; B �; B The total length of buffer breaks is between 25 and 50 percent.
�; C �; C The total length of buffer breaks is > 50 percent.

24. Vegetative Composition —First 100 feet of streamside area metric (skip for Tidal Marsh Streams
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contribute:
to assessment reach habitat.
LB RB
E';A E';A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native
species, with non-native invasive species absent or sparse.
�; B E'; B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native
species. This may include communities of weedy native species that develop after clear -cutting or clearingor
communities with non-native invasive species present, but not dominant, over a large portion of the expected strataor
communities missing understory but retaining canopy trees,
E'; C �; C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absentor communities
with non-native invasive species dominant over a large portion of expected strataor communities composed of planted
stands of non -characteristic species or communities inappropriately composed of a single speciesor no vegetation.
25. Conductivity —assessment reach metric (skip for all Coastal Plain streams
25a. ;Yes �;No Was a conductivity measurement recorded?
If No, select one of the following reasons. E'; No Water � ;Other:
25b. Check the box corresponding to the conductivity measurement (units iicrosiemens per centimeter)
�'; A <46 �; B 46 to < 67 �'; C 67 to < 79 �; U 79 to < 230 �; E ? 230
Notes/Sketch:
-XS3 in proposal shows cross section of upstream portion.
-Beaver dam currently in reach, 4.5 feet or so tall.Form!

NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name Dudley Mill Pond Mitigation Site
Stream Category la3
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
Function Class Rating Summary
Date of Evaluation 12/19/2019
Assessor Name/Organization Wildlands Engineering
YES
NO
YES
Perennial
USACE/ NCDWR
All Streams Intermittent
(1) Hydrology LOW
(2) Baseflow HIGH
(2) Flood Flow LOW
(3) Streamside Area Attenuation LOW
(4) Floodplain Access LOW
(4) Wooded Riparian Buffer MEDIUM
(4) Microtopography LOW
(3) Stream Stability MEDIUM
(4) Channel Stability MEDIUM
(4) Sediment Transport HIGH
(4) Stream Geomorphology LOW
(2) Stream/Intertidal Zone Interaction NA
(2) Longitudinal Tidal Flow NA
(2) Tidal Marsh Stream Stability NA
(3) Tidal Marsh Channel Stability NA
(3) Tidal Marsh Stream Geomorphology NA
(1) Water Quality HIGH
(2) Baseflow HIGH
(2) Streamside Area Vegetation HIGH
(3) Upland Pollutant Filtration HIGH
(3) Thermoregulation MEDIUM
(2)Indicators of Stressors NO
(2) Aquatic Life Tolerance MEDIUM
(2) Intertidal Zone Filtration NA
(1) Habitat MEDIUM
(2) In -stream Habitat HIGH
(3) Baseflow HIGH
(3) Substrate HIGH
(3) Stream Stability MEDIUM
(3) In -stream Habitat MEDIUM
(2) Stream -side Habitat LOW
(3) Stream -side Habitat LOW
(3) Thermoregulation MEDIUM
(2) Tidal Marsh In -stream Habitat NA
(3) Flow Restriction NA
(3) Tidal Marsh Stream Stability NA
(4) Tidal Marsh Channel Stability NA
(4) Tidal Marsh Stream Geomorphology NA
(3) Tidal Marsh In -stream Habitat NA
(2) Intertidal Zone Habitat NA
Overall MEDIUM

Appendix 3
DWR Stream ID Forms

NC DWQ ,Stz•ean� Irlciitification �'ot•�i� Ve�'siozz 4.11 -� ��' �-
Date: t.� �,
ProjectlSite: �
Latitude:
Evaluator: �
�
County: �
Longitude:
Total Points:
Stream Determination (circle one)
tither
Stream is of least intermittent
rf >_ 19 or erennia! if ? 30* ��
E hemeral tnfermitten# Perennial
p
e. Quad Name:
g�
A. Geomorp;tolo {Subtotal = �)
Absent
Weak
Moderate
Strong
1 a. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
i)
1
2
3. ln-channel structure: ex. riffle -pool, step-peol,
ripple- ool sequence
D
1
2
3
4. Particle size of stream substrate
0
_
1
2
3
5. Activelrelict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
D
1
2
3
9. Grade contra] _
0
0.5
�""" 1 �
1.5
10. Natural valley
_
0
D.5
1
11. Second or greater order channel
No � D
'Yes - 3
"artificial ditches are not rated; see discussions in manual �"""`"""�"'
B. Hydro{oqy (Subtotal = � � )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
D
1
3
14, Leaf litter
1.5 =
1
D.5
D
15. Sediment on plants or debris
0
D.5
1
1.5
16. Organic debris lines or piles
D
0.5
1
1.5
17. Soil -based evidence of high uyater table?
No = D
es = 3
C. Biolo {Subtotal � �- a )
18. Fibrous roots in streambed
2
1
D
19. Rooted upland plants in streambed
2
1
D
2D. Macrobenthos (note diversity and abundance)
0
1
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
D.5
1
1.5
23. Crayfish
0
D.5
1
.5
24. Amphibians
D
0.5
1
25. Algae
D
0.5
1.5
26. Wetland plants in streambed
FACW = D.75; OBL -
1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sfcetch:

NC DWQ Stream Identification Far>In Version 4.11 �
Rate: �� � �
ProjecilSite: }
Latitude:
Evaluator: k �. � "'
�"`
County: � �
Longitude:
Total Points:
Stream Retermir�ation (circle one}
Other
Stream is atleasf intermittent
if >_ 19 or erennia! it >_ 3D"
E hemeral Intermittent Perennial
P
e. Quad Name:
9�
A. Geomorpholog (Subtotal W )
Absent
Weak
Moderake
Strong
1a� Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
2
3
3. In -channel structure: ex riffle -pool, step -pool,
ripple- aol sequenco
0
1
2
3
4. Particle size of stream substrate _..�
0
1
�v 2
5. Activelrelict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
7. Recent alluvial deposits
0
1
_ 2
8. Headcuts
0
1
3
9. Crade control
0
0.5
1.5
10. Natural valley
0
1
1.5
11. Second or greater order channel
No � 0
Yes = 3
artiFcia[ ditches are not rated; see discussions in manual
B. Hydro[o (Subtotal = � ® }
12. Presence of BaseFlow _
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
0,5
0
15. Sediment on plants or debris
0
1
1.5
16. Organic debris lines or pilos
0
6.5
1.5
17. Soil -based evidence of high water tablo?
No - 0
os =
C. Biology (Subtotal =
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20, Macrabenthos (note diversity and abundance)
b
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. fish
0.5
1
1.5
23. Crayfish
0
0.5
1
'i.5
24. Amphibians
b
0.5
1.5
25. Algae
Q
0.5
1
'i .5
26. Wetland plants in s#reambed
FACW = 0.75; OBL
= 1.5 Other = 0
'perennial streams may also 6e identified using ocher methods. See p. 35 0#manual.
Notes:
Sketch:

NC DW(2 �trearn Identification I'orin Version �1.11 �°
hate: �
� T._�
ProjecflSite: �
Latitude:
Evaluator:
�..
i
County;
Longitude:
Total Points:
Stream is at least inferrrrittenf
Stream l7e#ermina#ion (circle one}
O#her
if ? 99 or erennia! if ? 30" ' �`
E hemeral Intermittent Perennial
p
a. Quad Name:
9'
A. Geomor hold {Subtotal = - )
Absent
� Weak
Moderate
Strong
1 a Continuity o€ channel bed and bank
0
1
2
2. Sinuosity o€channel along thalweg
0
1
3
3. In -channel structure: ex. riffle -pool, step -pool,
ri ple-pool sequence
D
2
3
4. Particle size o€stream substrate
0
"i
2
3
_
5. Active/relict floodplain
D
1
2
3
6. Depositional bars or benches
0
1
__ 3
7. Recent alluvial deposits
0
1
�
3
8. Headcuts
D
2
_
3
9. Grade control
D
0,5
1.5
1D. Natural valley
D
D,5
1
1.5
11. Second or greater order channel
No = D
es = 3
a adificial ditches are not rated; see discussions in manna€
B. Hydrology (Subtotal � ___� '� )
12. Presence of Baseflow
D
1
2
3
13. iron oxidizing bacteria
D
1
3
14. Leaf litter
.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = D
Yes = 3
C. Biolog (Subtotal =
18. Fibrous roots in streambed
3
2
1
D
19. Rooted upland plants in streambed
3
2
1
D
20. Macrobenthos (Hate diversity and abundance)
0
1
3
21. Aquatic Mollusks
D
2
3
22, Fish
D
.5
1
1.5
23. Crayfish
D
0.5
1
24. Amphibians
D
0.5
1
1.5
25. Algae
0
D.5 .
1 r
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 tither = D
`perennial streams may also be identified using other methods. See p. 35 of manual,
Notes:
Sketch:

Appendix 4
Data, Analysis, Supplementary Info, and Maps

��03030004140010 _ �� �;
_�� 03030006030020 o a
i `° G� 92',0
Maxwell House
03030006030030
03030004140020
03030004150013
53
\ Rockfish' Cr k ��/
��C,o_rridor
i
Cedar Creek Fire
Lookout Tower
03030005010010
Carolina
Trust Ea:
/ �
Stedman �
Historic District Autry
l
i��'yr �l ��^ �
� �
��
�•..._, �
`�, Upper`ou�th��
\ �- 0303000604002o River Floodplain
\ Z`
Cape Fear
Baptist Church ^ ';
........................... ` Simmons
.................................. / MiIlPond
• •DeVane=MacQueen j
... ......:House .......................
.. ... ... ........ ... ... ... ..Wetland Reserve Little Alligator
" ' " " " " " " " " " " " " 'Program Easement Swamp
:: 'Sandhills'Area:Land:Trust'Easement::: ::: ::.� JessupsPond
• and White Pnnd Bav
Project Location Significant Natural Heritage Areas
�•_••_� County Boundary NC Natural Heritage Program Managed Areas
i Municipalities ::::Water Supply Watershed
r•—•—•
i_ _ !Hydrologic Unit Code (14-Digit) Targeted Local Watersheds
- NC Historic Preservation Areas Water Features
�' WILDLANDS
ENGINEERING
�� 03030006050010
�`
� �
Sandhills Area
Land Trust Preserve
Big White Bay
..be.
Bushy Lake Stave Natural Area
� r � -.
\ � 03030005020030
��-
`1 �
Suggs MiII;Pond Game Land
Dedicated Nature Presence
CUMBERLAND
•—••—••—••�\ ••—BLADEN •
Horseshoe Lake (Suggs Mill Pond)
and Marshy Bay �
03030005020020
Little Singletary Lake \\
Figure 1. Vicinity Map
0 1 2 Miles � Dudley Pond Mitigation Site
Cape Fear River Basin 03030005
Cumberland County, NC

��w �
Ldr
W merrrr
siw I'a�k
��
R`
/'
•� •�'•.a
i
��
M�
d�
I�� 73 r 1i-
�, 1 "�-
��. T lo�e
.�
� �
.`''` � � r
.� �.
� nsel _�..
Lglk� I i �.i ` �.
�..
Cornway fvyrtle
Beach
st �
_ � ��
d`
Qs,c,
tteville � �
� --� � Municipalities �
� z� '� � � irna, �__—_I County Boundaries
�' z h� il,ifs- � �� -.. ,� 255 ft
�� � :., � � � Cape Fear River Basin (03030005)
•�••� � �\ '�� �.� � Service Area
� �' �:,
� � '+..
y � ` Y � �?� - � Dudley Mill Pond Mitigation Site
l F Sul ` � � L� � � ���
1 Z �
t. � Clti �4� ' 1 � :w
werlon
iliair'�,
� -.-_
n��� �n
WILDLANDS
ENGINEERING
'• '
�' �
%•
%,
030300050405
���
030300050303
�%, ;��
i';
i� �c�hna
3zach
,sue Beach
Figure 2. Service Area Map
0 5 10 Miles Dudley Mill Pond Mitigation Site
I I I I Cape Fear River Basin 03030005
Cumberland County, NC

Project Location
�_ _Conservation Easement
������
�,_, !Previous Mill Pond Footprint
Existing Wetlands
Existing Project Channels
Perennial Stream
Ditch
Non -Project Stream
Cross Section
Existing Utility Line
Reach Break
Abandoned Gas Terminus
:'
0
y¢- _ S..�h_ � � +r
ti, .f'
�� , f.
_,i
I�
1
i
✓'
F �,� ^r
,� � � � G9
i%
�� ��
.� ;
� � � xs9 � y:
�,
i � �xs a i�� r
-� ; � � � -
� � \ .r
.. , .f
h k _, Mill pond dam , r \xs7o
:l"��
�, � i44 u�
��a
P ��''S
�:��'�.., , 1
.�� �:��
Figure 3. Existing Conditions Map
WILDLAN D S o 2so soo Feet Dudley Pond Mitigation Site
ENCrIIVEERINC'r I i i i I Cape Fear River Basin 03030005
Cumberland County, NC

Figure 4. NCDOT Draft STIP FY 2020 - 2029
WILDLANDS o 7 14 Miles Dudley Pond Mitigation Site
ENGINEERING I � � � I � � � I Cape Fear River Basin 03030005
Cumberland County, NC

,� �
� � '� `�� t
� � ,� �. ;
�� .y � ..
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i.
Cedar Creek
^'� 6.58SgMi
T1
0.16 Sq Mi
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��
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Cedar Creek Watershed
Subwatershed
Existing Project Stream
Non -Project Stream
Topographic Contours (2')
-`-
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l
a � 6
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�h �`
i
� � d
Figure 5. Watershed Map
WI LD LAN D S o 1,500 3,000 Feet Dudley Pond Mitigation Site
ENGINEERING I i i i I Cape Fear River Basin 03030005
Cumberland County, NC

L_ _Conservation Easement
__ I
_�,
1 `
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ENGINEEiZING
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Cedar Creek & Autryville 7.5-MinuteTopographic Quadrangles
Figure 6. USGS Topographic Map
0 300 600 Feet Dudley Pond Mitigation Site
I i I i I Cape Fear River Basin 03030005
Cumberland County, NC

DpA
JT
NoB
JT
NoB
1'Y
-- Ud
NoB
WaB
Dn
TR
w
NoB
Ly
Ch
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W T L T7 LA l�I I] S 0 250 500 Feet
ENGINEERING I I I I I
• .���
„e�
JT � ��i� 1� �!
Dn� i� �
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Project Location
_� Conservation Easement
Soils
� Ch - Chewacla loam
Dn -Dunbar loam
DpA - Duplin sandy loam
Go -Goldsboro sandy loam
JT -Johnston loam
Ly -Lynchburg sandy loam
NoB -Norfolk loamy sand
TR - Torhunta and Lynn Haven
Ud - Udorthents, loamy
W -Water
WaB - Wagram loamy sand
Existing Project Stream
Non -Project Stream
Figure 7. Soils Map
Dudley Pond Mitigation Site
Cape Fear River Basin 03030005
Cumberland County, NC

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Figure 9. Potential Wetland Impacts Map
WILDLAN D S 0 250 500 Feet Dudley Pond Mitigation Site
ENCrIIVEERINC'r I i i i I Cape Fear River Basin 03030005
Cumberland County, NC

Figure 10. Concept Design Map
WILDLAN D S 0 250 500 Feet Dudley Pond Mitigation Site
ENCrIIVEERINC'r I i i i I Cape Fear River Basin 03030005
Cumberland County, NC

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r � Site 2 .�
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.,
a°�i
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- 6 �
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Cedar Creek
Dudley Pond Mitigation Site
WILDLANDS
ENCrINEERINCr
Scout West Creek
Site i
r
n
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m
Qn ��
m
Clinton
---- -
255 N
m
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uCi 4li��b 6r4
Scout East Creek
Site 2
187 ff
Scout East Creek
Site i
f.fl Olive
Still Creek
�rtii3r5 �ti"r
Rose HIII
Figure 11. Reference Reach Map
0 3.5 7 Miles Dudley Pond Mitigation Site
I i i i I Cape Fear River Basin 03030005
Cumberland County, NC

1000
North Carolina Coas#al Plain Regional Cur�►e: Discharge
1D0
�
_ _
- -
-
-- - - -
y = 1g.839xo.seos
Rx = 4.95'1
�
i..
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Cedar Creek
Reach 2
-
-
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,�
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e
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T1
0.01
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Drainage Area {square rnilesj
♦
♦
♦
Wikdlands Regional Flood Frequency Analysis 1.2-yr Q i Coasta! Plain Regional Curve
Design Discharges � Reference Reach Curve
Reference Reaches Power {Reference Reach Curvej
Power {Coastal Plain Regional Curve}
WILDLANDS
ENGINEERING
Figure 12. Discharge Analysis
Dudley Pond Mitigation Site
Cape Fear River Basin 03030005
Cumberland County, NC

Figure 13. Monitoring Components Map
WILDLAN D S o 250 50o Feet Dudley Pond Mitigation Site
ENCrIIVEERINC'r i i i i I Cape Fear River Basin 03030005
Cumberland County, NC

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WILDLANDS 0 250 500 Feet
ENGINEERING I I I I �
,.
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Figure 14 Buffer Credit Map
Dudley Mill Pond Mitigation Site
Cape Fear River Basin 03030005
Cumberland County, NC

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INQUIRY #: 5438395.5 /�
YEAR: 1951 "j�Jr _
1 :�,:.. .
• = 500' ��DR � ..

Cedar Creek: Dudley Pond
Cedar Creek: Dudley Pond
� Cedar Creek: Dudley Pond after dam failure � Cedar Creek: Dudley Pond after dam failure �
Cedar Creek: Point of breach in dam
Cedar Creek: Downstream of dam breach

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' I Conservation Easement
'•---.I
Cut Depth (ft)
0 to 2
2to4
■ 4 to 6
6to8
❑ Additional Boring Locations
� Boring Locations
b2
0 b1� I
b
b3
�. b4
T b16
O
i
WILDLANDS
ENGINEERING
��
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0 150 300 Feet
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Soil Borings Map
Dudley Mill Pond Mitigation Site
Cape Fear River Basin 03030005
Cumberland County, NC

Boring
Depth (in)
Texture
Color
Notes
B1
0-21
SiCL
10YR 3/2
Very few, trace pore linings
7.5YR 3/2
21-32
SCL
7.5 YR 2.5/1 (Wet color)
32-45
LS
10YR 3/2 (Wet color)
B2
0-3
SiCL
10YR 3/2
7.5YR 3/2
3-21
L
10YR 2/1
21-27
SCL
7.5YR 2.5/1
27-48+
C
10YR 4/2 (70%)
Expansive
10YR 5/8 (20%)
10YR 3/4 (10%)
B3
0-1
S
10YR 6/3
1-11
Lt. SCL
10YR 2/1
11-48
LS/S
10YR 4/2
Possible historical delta
B4
0-4
Lt. SCL
10YR 2/1
4-18
LS/SL
10YR 5/2 (70%)
10YR 5/8 (30%)
Small masses
18-28
SCL
10YR 5/1 (70%)
7.5YR 4/6 (30%)
Large masses
28-48+
S
10YR 5/1 (90%)
7.5YR 4/6 (10%)
Masses
B5
0-10
SiCL
10YR 3/2
7.5YR 3/2
10-20
L to SiL
20-48
SiCL
Dark gray, saturated, H2S smell

Boring
Depth (in)
Texture Color
Notes
B6
0-36
Flowing sand
In stream bed
At 36"
Rounded pebbles, decomposed
wood, possible stream bed prior
to stream construction
B7
0-24
Flowing sand
In stream bed
24-36
Clay
Expansive, massive
B8
0-7
Fine sand 10YR 5/2
7-13
Lt. LS 7.5YR 2.5/2
13-48+
Lt. LS 10YR 5/2
B9
0-10
SiCL
10-48
LS
B10
0-10
SiL Tan
10-30
C
Pore linings, Ox. Rhizospheres
with 2 chroma matrix
Fe masses increase at 16"
30-46
SCL
46+
Probable S or LS
B11
0-8
SiCL
Obvious tree stumps
8-36
LS
36-48+
S

Boring
Depth (in)
Texture Color
Notes
B12
0-14
SiCL
14-16
CoS
16-40
SCL
40-48+
S
B13
0-4
SiCL
4-7
CoS
7-30
SCL
30-36
S
Buried wood debris at 36"
B14
0-3
SiCL
3-6
CoS
6-15
SCL
15-36
S
B15
0-1
S
1-3
SiCL
3-19
SCL
19-29
SiCL
29-45
SCL
45+
LS to S
B16
0-24
Old stream below dam, sand and
Gravel, root mat at 24"
24-30
Old root mat, Auger refusal at 30"
S =Sand, LS =Loamy Sand, L =Loam, SCL =Sandy Clay Loam, SiCL =Silty Clay Loam, SiL =Silt Loam,
C =Clay, CoS =Coarse Sand.

Boring
Depth (in)
Texture
Color
Notes
Al
0-17
SiCL
10YR 3/2
Apparent water table at 12"
17-30
LS
10YR 4/2
Augur refusal at 30", hole cave-in
A2
0-20
SiCL
10YR 3/1
20-31
SiCL
2.5Y 4/1
Organic -heavy inclusions
10YR 2/1
31-51
CoS
10YR 4/2
51-72+
CoS/SCL
10YR 4/2
HzS Smell
10YR 2/1
A3
0-12
SiCL
10YR 3/1
12-15
S
2.5Y 6/2
15-23
C
2.5Y 3/1
Apparent water table at 17"
23-25
SiCL
10YR 2/1
Organic -heavy horizon
25-40
CoS/SCL
10YR 4/1
Old roots at 37"
Augur refusal at 40", hole cave-in
A4
0-4
SiCL
10YR 4/1
4-6
SiCL
10YR 2/1
Organic -heavy horizon
6-33
C
10YR 5/1 (80%)
Sticky, Plastic
7.5YR 5/8 (20%)
Pore Linings
33-48+
LS/SCL
7.5YR 5/2
A5
0-6
SiCL
7.5YR 3/1
Surface Sample
6-7+
SiCL
7.5YR 6/1

Boring Depth (in) Texture Color Notes
A6 0-2 SL 10YR 3/1 Surface Sample
2-6 SL 10YR 5/2
A7 0-2 SiL 10YR 3/1 Surface Sample
S =Sand, LS =Loamy Sand, L =Loam, SCL =Sandy Clay Loam, SiCL =Silty Clay Loam, SiL =Silt Loam,
C =Clay, CoS =Coarse Sand.

Existing
Conditions Geomorphic Parameters
Parameter
Cedar Creek R1
Cedar Creek R2
T1
T2
min
max
min
max
min
max
min
max
stream type
moderately
incised G5C
C5
G5c
G5c
drainage area
DA
sq mi
4.2
6.58
0.16
1.84
bankfull cross -sectional area
Abkf
SF
20.6
26.5
29.3
2.5
10.9
avg velocity during bankfull event
wbkf
fps
2.3
1.7
1.8
1.9
3.1
width at bankfull
wbkf
feet
13.2
15.8
19.9
5.3
9.5
maximum depth at bankfull
dmax
feet
2.2
1.90
2.70
0.82
1.4
mean depth at bankfull
dbkf
feet
1.60
1.50
1.70
0.47
1.1
bankfull width to depth ratio
wbkf/dbkf
8.3
10.5
11.7
11.3
8.3
low bank height
feet
5.6
2.5
2.7
3.7
3.0
bank height ratio
BHR
2.5
1.0
1.3
4.5
2.1
floodprone area width
Wfpa
feet
17.1
60.0
100.0
6
12
entrenchment ratio
ER
1.3
4.1
5.0
1.1
1.3
max pool depth at bankfull
dpooi
feet
3.3
2.8
2.5
-
pool depth ratio
dpool/dbkf
2.1
1.9
5.3
-
pool width at bankfull
wpooi
feet
13.4
25.8
3.3
-
pool width ratio
wpool/wbkf
1.0
1.6
0.6
-
Bkf pool cross -sectional area
Apooi
SF
32
42.1
4.9
-
pool area ratio
Apool/Abkf
1.6
1.6
2.0
-
pool -pool spacing
p-p
feet
19
103
34
87
17
148
31
174
pool -pool spacing ratio
p-p/Wbkf
36.0
283
42
171
72.0
126
68
147
valley slope
5valley
feet/ foot
0.003
0.003
0.004
0.005
channel slope
Schannel
feet/ foot
0.002
0.001
0.006
0.004
sinuosity
K
1.04
1.10
1.00
1.01
belt width
whit
feet
16
39
8
111
-
-
12
116
meander width ratio
wbic/wbkf
1.2
3
0.5
7
-
-
1.3
12
meander length
Lm
feet
126
313
108
332
-
-
144
311
meander length ratio
Lm/wbkf
10
24
7
21
-
-
15
33
Linear Wavelength
LW
142
258
119
205
-
-
118
361
Linear Wavelength Ratio
LW/wbkf
11
20
8
13
-
-
12
38
radius of curvature
R�
feet
16
60
21.0
37
-
-
17.0
58
radius of curvature ratio
R�/ wbkf
1.2
5
1.3
2
-
-
1.8
6
Dudley Pond Mitigation Site

100
98
96
94
92
0 90
f6 88
w 86
84
82
80
0 10
Bankfull Dimensions
22.6 x-section area (ft.sq
17.4 width (ft)
1.3 mean depth (ft)
2.0 max depth (ft)
19.4 wetted perimeter (ft)
1.2 hydraulic radius (ft)
13.3 width -depth ratio
�,
95
,.., 93
c
� 91
.�
w 89
87
85
0
10 20
Bankfull
Dimensions
10.9
x-section area (ft.sq.)
9.5
width (ft)
1.1
mean depth (ft)
1.4
max depth (ft)
10.6
wetted perimeter (ft)
1.0
hydraulic radius (ft)
8.3
width -depth ratio
XS2 Riffle, Cedar Creek Downstream of Dam
20 30
Width (ft)
Flood Dimensions
27.0 W flood prone area (ft)
1.6 entrenchment ratio
3.9 low bank height (ft)
1.9 low bank height ratio
XS3 Riffle, T2
30 40 50
Width (ft)
Flood Dimensions
12.1 W flood prone area (ft)
1.3 entrenchment ratio
3.0 low bank height (ft)
2.1 low bank height ratio
40 50 60
Bankfull Flow
3.0 velocity (ft/s)
67.5 discharge rate (cfs)
0.49 Froude number
60 70 80
Bankfull Flow
3.1 velocity (ft/s)
33.4 discharge rate (cfs)
0.53 Froude number
Rosgen Stream Type
90 100
Dudley Pond Mitigation Site

99
97
,.., 95
0 93 ----
� 91
w
89
87
85
0 10 20 30
Bankfull Dimensions
20.6
x-section area (ft.sq.)
13.2
width (ft)
1.6
mean depth (ft)
2.2
max depth (ft)
15.6
wetted perimeter (ft)
1.3
hydraulic radius (ft)
8.5
width -depth ratio
99
97
,.., 95
0 93
.�
� 91
w
89
87
85
XS4 Riffle, Cedar Creek Reach 1
40 5
Width (ft)
Flood Dimensions
17.1 W flood prone area (ft)
1.3 entrenchment ratio
5.6 low bank height (ft)
2.5 low bank height ratio
60 70 80 90
Bankfull Flow
2.3 velocity (ft/s)
47.3 discharge rate (cfs)
0.35 Froude number
Rosgen Stream Type
G5c
XS5 Riffle, Cedar Creek Reference Reach (Upstream of Project)
0
10 20
Bankfull Dimensions
18.2
x-section area (ft.sq.)
8.8
width (ft)
2.1
mean depth (ft)
2.6
max depth (ft)
11.9
wetted perimeter (ft)
1.5
hydraulic radius (ft)
4.3
width -depth ratio
30 40 50
Width (ft)
Flood Dimensions
48.3 W flood prone area (ft)
5.5 entrenchment ratio
4.7 low bank height (ft)
1.8 low bank height ratio
60 70 80 90
Bankfull Flow
3.1 velocity (ft/s)
56.2 discharge rate (cfs)
0.44 Froude number
Rosgen Stream Type
E5
100
100
Dudley Pond Mitigation Site

IVV
99
98
97
� 96
c
� 95
.�
� 94
w 93
92
91
90
0
5 10
Bankfull
Dimensions
2.5
x-section area (ft.sq.)
5.3
width (ft)
0.5
mean depth (ft)
0.8
max depth (ft)
5.8
wetted perimeter (ft)
0.4
hydraulic radius (ft)
11.3
width -depth ratio
IVV
99
98
97
96
c
� 95
� 94
iv
w 93
92
91
90
0 10
Bankfull Dimensions
26.5
x-section area (ft.sq.)
15.8
width (ft)
1.7
mean depth (ft)
2.7
max depth (ft)
17.4
wetted perimeter (ft)
1.5
hydraulic radius (ft)
9.4
width -depth ratio
XS6 Riffle, T1
15 20 25
Width (ft)
Flood Dimensions
5.7 W flood prone area (ft)
1.1 entrenchment ratio
3.7 low bank height (ft)
4.5 low bank height ratio
30 35
Bankfull Flow
XS7 Riffle, Cedar Creek Reach 2
20
30 40
Width (ft)
Flood Dimensions
100.0
W flood prone area (ft)
4.1
entrenchment ratio
2.7
low bank height (ft)
1.0
low bank height ratio
40 45 50
1.9 velocity (ft/s)
4.7 discharge rate (cfs)
0.46 Froude number
Rosgen Stream Type
G5
50 60
Bankfull Flow
1.8 velocity (ft/s)
47.1 discharge rate (cfs)
0.25 Froude number
Rosaen Stream Tvoe
C5
70
Dudley Pond Mitigation Site

100
99
98
97
96
0 95
> 94
a�
w 93
92
91
90
0
10 20
Bankfull
Dimensions
42.1
x-section area (ft.sq.)
25.8
width (ft)
1.6
mean depth (ft)
2.8
max depth (ft)
28.0
wetted perimeter (ft)
1.5
hydraulic radius (ft)
15.8
width -depth ratio
100
99
98
97
� 96
c
� 95
94
w 93
92
91
90
0 10
Bankfull Dimension
29.3
x-section area (ft.sq.)
19.9
width (ft)
1.5
mean depth (ft)
1.9
max depth (ft)
21.2
wetted perimeter (ft)
1.4
hydraulic radius (ft)
13.5
width -depth ratio
Bankfull
Flow
1.7 velocity (ft/s)
49.0 discharge rate (cfs)
0.25 Froude number
XS8 Pool, Cedar Creek Reach 2
30 40 50
Width (ft)
Flood Dimensions
80.5 W flood prone area (ft)
3.1 entrenchment ratio
4.3 low bank height (ft)
1.5 low bank height ratio
60 70 80 90
Bankfull Flow
1.8 velocity (ft/s)
74.2 discharge rate (cfs)
0.25 Froude number
Rosgen Stream Type
C5
XS9 Riffle, Cedar Creek Reach 2
20 30 40 50 60 70
Width (ft)
Flood Dimensions Materials
60.3 W flood prone area (ft) 7.6 D50 (mm)
3.0 entrenchment ratio 14.2 D84 (mm)
2.5 low bank height (ft)
1.3 low bank height ratio
Rosgen Stream Type
C5
100
80
Dudley Pond Mitigation Site

99
97
----------------- --
.-. 95
0 93
� 91
w
89
87
85
0 5
Bankfull Dimensions
100
99
98
97
� 96
c
_4 95
`� 94
_�
w 93
92
91
90
53.0
x-section area (ft.sq.)
20.8
width (ft)
2.6
mean depth (ft)
3.4
max depth (ft)
23.3
wetted perimeter (ft)
2.3
hydraulic radius (ft)
8.1
width -depth ratio
0 2
Bankfull Dimensions
4.9
x-section area (ft.sq.)
3.3
width (ft)
1.5
mean depth (ft)
2.5
max depth (ft)
6.3
wetted perimeter (ft)
0.8
hydraulic radius (ft)
2.2
width -depth ratio
XS10 Pool, Cedar Creek Downstream of Dam
10 15 20
Width (ft)
Flood Dimensions
30.7 W flood prone area (ft)
1.5 entrenchment ratio
6.7 low bank height (ft)
2.0 low bank height ratio
XS11 Pool, T1
4 6 8
Width (ft)
Flood Dimensions
25.0 W flood prone area (ft)
7.7 entrenchment ratio
4.4 low bank height (ft)
1.8 low bank height ratio
25 30 35
Bankfull Flow
5.2 velocity (ft/s)
275.8 discharge rate (cfs)
0.61 Froude number
10 12
Bankfull Flow
2.6 velocity (ft/s)
12.5 discharge rate (cfs)
0.51 Froude number
Rosgen Stream Type
G5
40
14
Dudley Pond Mitigation Site

0
.�
a'>
w
ss
97
95
93
91
89
87
85
oanKiuu vuneiisiuiis
32.0
x-section area (ft.sq.)
13.4
width (ft)
2.4
mean depth (ft)
3.3
max depth (ft)
16.4
wetted perimeter (ft)
2.0
hydraulic radius (ft)
5.6
width -depth ratio
XS12 Pool. Cedar Creek R1
10 20
Width (ft)
nuuu vniieiisiuiis
30.3
W flood prone area (ft)
2.3
entrenchment ratio
6.7
low bank height (ft)
2.0
low bank height ratio
30
oanniuu rwvv
3.0 velocity (fUs)
95.2 discharge rate (cfs)
0.37 Froude number
Rosaen Stream Tvoe
G5c
40
Dudley Pond Mitigation Site

Cedar Creek Reach 2
Pebble Count Particle Distribution
100
90
80
70
.�.
0
.�
y 60
.�
ce
� 50
U
� 40
v
U
sn
G1
30
20
10
0
0.01 0.1 1 10 100 1000 10000
Particle Class Size (mm)
� Reach Summary - �-- Riffle Summary —+ Pool Summary
Sand
Silt/Clay
Cobble
Gravel
�
Boulder
Bedrock
�'
�
i
i
i
/
•
�,
_f--
"�
Dudley Pond Mitigation Site

Cedar Creek Reach 2 XS9
Pebble Count Particle Distribution
100
90
80
70
.�.
0
.�
y 60
.�
ce
� 50
U
v 40
U
sn
G1
30
20
10
0
0.01 0.1 1 10 100 1000 10000
Particle Class Size (mm)
--�--- Riffle Summary
Silt/Clay
Sand
Cobble
Gravel
'
�
Boulder
;�
Bedrock
;'
;�
-
-�
Dudley Pond Mitigation Site

Reference Reach Geomorphic Parameters
Cedar Creek R1, Cedar Creek R2, T1, T2
Cedar Creek
Grady Branch
Johanna
Scout East 2
Scout West 1
Scout West 2
Still Creek
Notation
Units
min max
min max
min max
Min Max
min max
min max
min max
stream type
ES
ES
ES/CS
ES
E/CSb
ES
ES
drainage area
DA
sq mi
4.07
0.25
0.9
0.67
0.06
0.34
0.35
design discharge
Ct
cfs
74.0
89.0
-
14
17.5
2.6
6.4
7.3
bankfull cross -
Abe
SF
18.9
22.2
-
7.2
7.8
6
6.9
1.2
2
5.3
5.4
5.7
6.7
sectional area
average velocity
during bankfull
wbkf
fps
3.9
4.0
-
1.8
1.9
2.5
2.9
1.3
2.3
1.2
1.2
1.2
event
Cross Section
width at bankfull
�✓bkf
feet
11.1
12
3.4
5.3
9.7
4.7
6.1
2.6
6.3
5.6
7.6
6.8
8.0
maximum depth
dma„
feet
2.5
2_6
0.8
1.1
1.7
1.8
0.5
0.7
L2
1.3
1.1
1.4
at bankfull
mean depth at
dbkf
feet
1.8
0.7
0.8
1.1
1.3
0.3
0.5
0.7
1
0.7
1.0
bankfull
bankfull width to
Wbkf/dbkf
6.5
6.6
4.9
7.6
10.1
19.7
3.6
5.4
5.4
19.9
5.7
11
7.4
11.3
de th ratio
depth ratio
dmax/dbkf
feet
1.39
1.44
1.1
1.4
1.8
1.4
1.5
1.5
1.9
1.5
1.6
1.7
bank height
BHR
1.1
1.3
-
-
1.0
1.0
1.1
1.3
1.1
1.2
1.0
ratio
floodprone area
wfpa
feet
>50
-
-
>50
>50
>20
>50
>50
width
entrenchment
ER
>2.2
-
>2.2
>2.2
>2.2
>2.2
4.9
13
ratio
Slope
valley slope
$valley
feet/foot
0.007
0.023
0.0027
0.0197
0.029
0.005
0.0088
channel slope
Sib°;
feet/foot
0.005
0.0054
0.0022
0.0168
0.026
0.004
0.0066
Profile
riffle slope
S,;ff1e
feet/foot
0.01
0.024
-
0.026
0.047
0.033
0.051
-
-
riffleslope ratio
S�;ff1e/S�b°i
2.00
4.80
-
1
1.8
8.8
13.4
-
pool slope
Sp
feet/foot
0
0
0.0005
-
0.0125
0.027
0.003
0.0031
0.0001
pool slope ratio
Sp/S�b°i
0
0
0.2
-
0.5
1.1
0.795
0.816
0.2
pool -to -pool
Lp p
feet
20
84.2
-
-
16
59
-
-
27
67
20.7
27.4
45
s acin
pool spacing
Lp-p/wbkf
1.8
7.0
-
-
1.6
6.1
-
-
4.9
12.2
3.7
4.9
6.2
ratio
pool cross-
A vooi
sF
16.7
28.8
-
-
-
2.2
5.9
8.2
sectional area
pool area ratio
Ap°ol/A`bkf
1.50
2.40
-
-
1.3
1.1
1.5
1.2
maximum pool
dpO°�
feet
2.9
3.3
LS
-
-
0.6
1.7
1.9
1.5
de th
pool depth ratio
dpO°i/db�
0.26
0.28
-
-
1.9
-
-
1.0
2.4
2.7
1.7
pool width at
wvooi
feet
11.2
12.9
8
10
6.7
6.5
8.8
9.0
bankfull
pool width ratio
Wpool/wbkf
1.0
1.1
-
-
1.0
1.0
-
-
1.2
1.2
1.6
1.2
Pattern
sinuosity
K
1.2
-
1.2
1.2
1.1
1.2
1.33
belt width
w61t
feet
10
82
12
21
14
20
7.2
161
8.7
14.3
9.1
9.8
15
48
meanderwidth
wblt/wbkf
0.90
6.83
3.5
4.0
1.4
2.1
1.3
3
1.6
2.6
1.4
1.5
2.1
6.6
ratio
linear
wavelength
Lm
feet
41
155
62
50
36.5
63.2
39.8
84.8
32.5
36.9
43
84
(formerly
meanderlength)
inear
wavelength
ratio (formerly
Lm/wb�
3.7
12.9
11.7
18.2
4
5.9
6.8
11.7
7.2
15.4
4.9
4.9
5.9
11.5
meander length
Meander Length
feet
70
170
-
-
-
-
-
-
Meander Length
6.3
14.2
-
-
-
-
-
-
-
-
-
-
-
-
Ratio
radius of
R�
feet
7
30
3.2
11
15
27
5.5
16
3.1
9
5.4
6.8
21
47
curvature
radius of
R`/wbkt
0.63
2.48
0.9
2.1
1.5
2.8
1
3
0.6
1.6
0.8
1
2.9
6.5
curvature ratio

Proposed Geomorphic Parameters
Proposed Geomorphic Parameters
Notation
Units
Cedar Creek R1
Cedar Creek R2
T1
T2
Typical
Section
Values
Min
Max
Typical
Section
Values
Min
Max
Typical
Section
Values
Min
Max
Typical
Section
Values
Min
Max
stream type
C5/E5
C5/E5
C5/E5
C5/E5
drainage area
DA
sq mi
4.2
6.58
0.16
1.8
design discharge
Q
cfs
52.0
71.8
6.0
31.5
bankfull cross -
sectional area
Abkf
SF
27.9
-
22.6
-
3.8
-
17.1
-
average velocity
during bankfull event
wbkf
fps
-
1.9
-
3.2
-
1.6
-
1.8
Cross Section
width at bankfull
wbkf
feet
18.2
-
16.3
-
6.8
-
14
-
maximum depth at
bankfull
dmax
feet
2.20
1.80
2.40
1.80
1.68
2.24
0.80
0.72
0.96
1.80
1.44
1.92
mean depth at
bankfull
dbkf
feet
1.5
-
1.4
-
0.6
-
1.2
-
bankfull width to
de th ratio
wbkf/dbkf
12
-
12
-
12
-
12
-
max depth ratio
dmax�dbkf
feet
-
1.2
1.6
-
1.2
1.6
-
1.2
1.6
-
1.2
1.6
bank height ratio
BHR
-
-
1.0
1.0
-
1.0
1.0
-
1.0
1.0
-
1.0
1.0
floodprone area
width
wfpa
feet
-
>40
-
>35
-
>15
-
>30
entrenchment ratio
ER
-
-
>2.2
-
>2.2
-
>2.2
-
>2.2
Slope
valley slope
Svalley
feet/foot
0.002
0.007
0.0050
0.005
channel slope
Schnl
feet/foot
0.0015
0.002
0.002
0.005
0.0050
0.006
0.004
0.0038
0.0042
0.002
0.0035
0.0038
Profile
riffle slope
Sriffle
feet/foot
-
0.002
0.008
-
0.005
0.028
-
0.0038
0.020
-
0.0035
0.018
riffle slope ratio
Sriffle/Schnl
-
1.0
4.8
-
1.0
4.8
-
1.0
4.8
-
1.0
4.8
pool slope
Sp
feet/foot
-
0.0000
0.0017
-
0.0000
0.0058
-
0.0000
0.0042
-
0.0000
0.0038
pool slope ratio
Sp/Schnl
-
-
0.00
1.00
-
0.00
1.00
-
0.00
1.00
-
0.00
1.00
pool -to -pool spacing
Lp_p
feet
-
44
127
-
39
114
-
16
48
-
34
98
pool spacing ratio
Lp-p/wbkf
-
-
2.4
7
-
2.4
7
-
2.4
7
-
2.4
7
pool cross -sectional
area
A p°°i
SF
58.0 - 62.6
30.7
69.8
44.1 - 48.3
24.9
56.5
7.8 - 8.6
4.2
9.5
34.7 - 36.6
18.8
42.8
pool area ratio
Apool�Abkf
-
-
1.1
2.5
-
1.1
2.5
-
1.1
2.5
-
1.1
2.5
maximum pool depth
dp°oi
feet
3.6 - 4.6
2.6
4.5
3.0 - 3.8
2.4
4.2
1.3 - 1.7
1.02
1.8
2.9 - 3.5
2.0
3.6
pool depth ratio
dpool�dbkf
-
-
1.7
3.0
-
1.7
3.0
-
1.7
3.0
-
1.7
3.0
pool width at bankfull
wp°oi
feet
25.1
18.2
25.5
22.2
16.3
22.8
9.3
6.8
9.5
19.2
14.0
19.6
pool width ratio
wpool�Wbkf
-
-
1.0
1.4
-
1.0
1.4
-
1.0
1.4
-
1.0
1.4
Pattern
sinuosity
K
-
-
1.3
-
1.3
-
1.1
-
1.3
belt width
wbif
feet
-
36
146
-
33
130
-
14
54
-
28
112
meander width ratio
wbif/wbkf
-
-
2
8
-
2
8
-
2
8
-
2
8
linear wavelength
(formerly meander
len th
LW
feet
-
87
273
-
78
245
-
33
88
-
67
182
linear wavelength
ratio (formerly
meander length ratio)
LW/wbkf
-
-
4.8
15
-
4.8
15
-
4.8
13
-
4.8
13
meander length
Lm
feet
-
127
291
-
114
261
-
48
109
-
98
224
meander length ratio
Lm/Wbkf
-
-
7
16
-
7
16
-
7
16
-
7
16
radius of curvature
R�
feet
-
36
73
-
33
65
-
14
27
-
28
56
radius of curvature
ratio
Rc/ wbkf
-
-
2.0
4.0
-
2
4
-
2
4
-
2
4
Dudley Pond Mitigation Site

Appendix 5
Regulatory Correspondence

John Hutton
From: Sugg, Mickey T CIV USARMY CESAW (USA) <[e-mail]>
Sent: Tuesday, February 19, 2019 8:47 AM
To: John Hutton
Cc: Tugwell, Todd J CIV USARMY CESAW (US); Haupt, Mac; Browning, Kimberly D CIV USARMY CESAW
(US)
Subject: Dudley Pond GSA
Morning John,
I think the approach that we will be taking for the Dudley Pond GSA is to include the (2) proposed additional 12-Digit
HUCs (in the Riegelwood/Delco area), but exclude the Cape Fear 04 8-digit HUC altogether. The NCIRT will be discussing
the GSA for this HUC, as well as others, in the near future. When that decision is finalized, I will pass that information to
you. So for now, we are accepting the (2) 12-digit HUCs for Dudley Pond, but not the entire Cape Fear 05 and not any of
the Cape Fear 04. I would expect that the GSA issue for all the HUCs in NC will be settled by the time you complete the
mitigation plan.
Call if you have any further questions,
-mickey
Mickey Sugg, Project Manager
U.S. Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
[phone] (direct line)
[phone] (fax)
"The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at:
"http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0 "

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary Susi H. Hamilton
December 28, 2018
Office of Archives and History
Deputy Secretary Kevin Cherry
Mickey Sugg
Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Re: Wildlands Cape Fear 05 Umbrella Mitigation Bank, Dudley Mill Pond Mitigation Site, Stedman Cedar
Creek Road &John Hall Road, Cedar Creek, SAW 2018-02160, Cumberland County, ER 18-4019
Dear Mr. Sugg:
We have received a public notice concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or
environmental.reviewnae,ncdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,
����-
Ramona M. Bartos
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Centex, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

From: Folta. Christine W CIV USARMY CESAW (USAF
To: Suaa. Mickev T CIV USARMY CESAW IUSAI
Subject: FW: US Army Corps of Engineers Public Notice
Date: Wednesday, December 26, 2018 9:13:02 AM
Here is a comment for the Dudley Mill Pond Mitigation Site. Just standard.
Christy Folta
Regulatory Program Technician
U.S. Army Corps of Engineers
69 Darlington Ave
Wilmington NC, 28403
[phone] (Ph)
�910) 2s1-4o2s (Fax)
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at:
htt�1://corpsmapu.usace. army.mil/cm_apex/f?p=136:4:0
-----Original Message -----
From: Elizabeth Toombs[mailto:elizabeth-toombs(u�cherokee.ore]
Sent: Wednesday, December 19, 2018 2:50 PM
To: Folta, Christine W CIV USARMY CESAW (USA) <[e-mail]>
Subject: [Non-DoD Source] RE: US Army Corps of Engineers Public Notice
Good Afternoon, Ms. Folta:
Many thanks for the review request. Cumberland County, North Carolina is outside the Cherokee Nation's Area of
Interest. Thus, this Office respectfully defers to federally recognized Tribes that have an interest in this landbase.
Thank you for the opportunity to comment upon this proposed undertaking. Please contact me if there are any
questions or concerns.
Wado,
Elizabeth Toombs, Tribal Historic Preservation Officer
Cherokee Nation
Tribal Historic Preservation Office
PO Box 948
Tahlequah, OK 74465-0948
918.453.5389

From: Folta, Christine W CIV USARMY CESAW (USA) [mailto:Christine.W.Folta(g�usace.army.mil]
Sent: Wednesday, November 21, 2018 9:29 AM
Subject: <EXTERNAL> US Army Corps of Engineers Public Notice
As you requested, you are hereby notified that the Wilmington District, United States Corps of Engineers, has issued
a Public Notice. The text of this document can be found on the RIBITS web site at:
Blockedhttps://ribits.usace.army.mil . To access the public notices, first select the Wilmington District from the
Filter View drop -down menu in the lower left-hand corner, and then select the Bank & ILF Establishment tab, or to
access the prospectus directly go to Blockedhttps://ribits.usace.army.miUribits_apex/f?
p=107:278:3089196513594::NO:RP,278:P278_BANK ID:5196
<Blockedhttps://ribits.usace. army.mil/ribits apex/f?
p=107:278:3089196513594::NO:RP,278:P278_BANK ID:5196> *Please note the Public Notice may not show up
on the website until Monday, November 26, 2018.
The current notice involves:
Name: Dudley Mill Pond Mitigation Site
Issue Date: November 21, 2018
Point of Contact: Mr. Mickey Sugg, Project Manager
Project Description:

The Wilmington District, Corps of Engineers (Corps) has received a prospectus proposing to establish a stream
mitigation bank, known as Wildlands Cape Fear OS Umbrella Mitigation Bank (Bank), within an approximately 42-
acre tract referred to as Dudley Mill Pond Mitigation Site. The tract is located northwest of Stedman Cedar Creek
Rd &John Hall Rd intersection, approximately 0.7 mile northeast of NC Hwy 53, adjacent to &encompassing
Cedar Creek and Dudley Pond, near Cedar Creek Community, south of Fayetteville, Cumberland County, North
Carolina.

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Regulatory Division
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, GORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 264D3-1343
SUBJECT: SAW-2018-02160
Wildlands Holdings VI, LLC
Attn: Mr. Shawn Wilkerson
1430 South Mint Street, Suite 104
Charlotte, North Carolina 28203
Dear Mr. Wilkerson:
February 21, 2019
This letter confirms the initial Interagency Review Team's (IRT) evaluation and
comments received during the November 21, 2018 Public Notice of your prospectus
detailing the proposed establishment of a mitigation bank, known as Wildlands Cape
Fear D5 Umbrella Mitigation Bank (Bank), within an approximately 42-acre tract referred
to as Dudley Miil Pond Mitigation Site. The tract is located northwest of Stedman Cedar
Creek Rd &John Hall Rd intersection, approximately 0.7 mile northeast of NC Hwy 53,
adjacent to &encompassing Cedar Creek and Dudley Pond, near Cedar Creek
Community, south of Faye#teville, Cumberland County, North Carolina. Also, please
reference our December 14, 2018 onsite meeting with attendees: Mr. John Hutton of
Wildlands Engineers, Mr. Mac Haupt of North Carolina (NC) Division of Water
Resources, and Mr. Todd Tugwell of our office.
Pursuant to 33 CFR Part 332.8(d)(5) Compensatory Mitigation Far Losses of Aquatic
Resources, our office is providing our initial evaluation as to the potential of your
proposed Bank for providing appropriate compensatory mitigation for activities
authorized by Department of the Army (DA) permits. Comments (copies enclosed)
were received from U.S. Fish and Wildlife Service, NC State Historic Preservation
Office, and Cherokee Nation Tribal Historic Preservation Office during the commenting
period of the Public Notice. Based on our review, coordination with the IRT, and the
onsite inspection, it is our position that the proposed Bank has potential for
appropriately providing compensatory mitigation for DA authorizations. Consequently,
our office confirms proceeding with the development of a mitigation plan and the
Mitigation Banking Instrument (MBI). This mitigation plan and MBI must be approved
prior to the release of any credits.
With respect to the development of the mitiga#ion plan, several of the following items
of the bank proposal were discussed during the December 14th onsite meeting. First,
the proposed GSA is the entire 03030005 Hydrologic Unit Code (HUC) of the Cape
Fear River Basin. It was brought to your attention that the lower end of this HUC

-�-
{vicinity of New HanoverlColumbus/fender County lines intersection) has been
historically excluded from GSA limits of several existing banks located in the upper part
of the HUC. In a subsequent email, you requested the addition of the 12-Digit HUCs
030300050405 and 030300050303 to coincide with the NC Department of
Transportation's Request far Proposal for potential mitigation needs. Upon review of
the information, our office agrees to extend the GSA to include these two 12-Digit
HUCs. The expansion of the GSA to encompass the entire lower end of the 03030005
remains a discussion within the NC IRT and plans are to finalize the GSA in this, and
other, HUCs in the near future. At this time, it is advisable far your planning purposes to
presume that the lower end of the 8-digit HUC will continue to be excluded from your
Bank's GSA until a final determination is made.
Other meeting topics of discussion were the inclusion of potential wetland credits,
the need to conduct a full assessment of the stream (i.e. historic location and condition,
channel dimensions, sediment accumulation in the floodplain), addressing existing
constraints (i.e, beaver activity, powerline, gas line, adjacent upstream pond), the need
for mapping soil types, identifying reference sites, vegetative plantings specific for
Dudley Mill Pond and the use of reference target communities, wetland impact
considerations during the development of stream design for the upper forested reach of
Cedar Creek, justification of ratios and thoroughly documenting projected ecological
uplift, and the inclusion of NCSAM and NCWAM functional assessment forms and
locations.
Other components were also covered during the meeting and all discussed topics
should be considered and incorporated in your bank planning and development of the
mitigation plan. Also, please use the October 24, 2016 version of the Wilmington
District Stream and Wetland Compensatory Mitigation Update guidance in the
preparation of the plan.
If you have any questions regarding the banking process or moving forward with the
establishment of your proposal, please do not hesitate to contact me at the Wilmington
Regulatory Field Office, telephone [phone] or [e-mail].
Sincerely
c
Mickey Su g, C ief
Wilmington Regulatory Field Office

G 1�
Un�t�d States I��pa�r���t of the Inte�iu� ���� � ,� �[�� 3
FISH AND VyILDLIF); SERVICI~ �+���. ►ark,_a� �,i., ..-,�
Raleigh FS Reid Office
Post Office Box 33726
Raleigh, Nortki Carolina 27636�3726
December 6, 2018
Mr. Mickey 5ugg
U.S. Army Corps of Engineers, Wilmington District
Wilmington Regulatory Field Office
59 Darlington Avenue
Wilmington, NC 28403
Re: Dudley Miil Pond Mitigation Site /SAW-2016-02160/Cumberland County
Dear Mr. Sugg;
The U.S. Fish and Wildlife Service (Service) has reviewed the Dudley Mill Pond Mitigation project
advertised in the November 21, 2018 Public Notice, The project includes proposed restoration of
7,324 linear feet (If) of Cedar Creek, including reaches formerly impounded by Dudley Mill rand.
The Service currently has no objections or significant comments to the project. We note that the
U.S. Army Corps, of Engineers (Corps) has made a determination of "na effect" far federally -fisted
species. However, the prospectus states that the project area will be assessed for individual species
and/or suitable habitat for federally -listed species during preparation of the mitigation plan, and
that the Service will be car�sulted if any suitable habitat and/or individually federally listed species
are identified in the project area. Therefore, the Service will reserve our concurrence with the Carps
determination until we have had the opportunity to review the mitigation plan.
The Service appreciates the opportunity to review and provide comments on the proposed action,
Should you have any questions regarding the project, please contact Kathy Matthews at [phone],
extension 27.
Sincerely, `
/r` !?�?
Pete Benjamin,
Field Supervisor
cc, NMFS, Beaufort, NC
EPA, Atlanta, GA
U11RC, Raleigh

Appendix 6
Maintenance Plan

1.0 Maintenance Plan
The site shall be monitored on a regular basis and a physical inspection of the site shall be conducted a
minimum of once per year throughout the post -construction monitoring period until performance
standards are met. These site inspections may identify site components and features that require
routine maintenance. Routine maintenance should be expected most often in the first two (2) years
following site construction and may include the following:
Tablel: Maintenance Plan
Component/Feature
Maintenance through project close-out
Routine channel maintenance and repair activities may include chinking of in -stream
structures to prevent piping, securing of loose coir matting, and supplemental
Stream
installations of live stakes and other target vegetation along the channel. Areas where
storm water and floodplain flows intercept the channel may also require maintenance to
prevent bank erosion. Beaver dams that inundate the stream channels shall be removed
and the beaver shall be trapped.
Vegetation shall be maintained to ensure the health and vigor of the targeted
community. Routine vegetation maintenance and repair activities may include
Vegetation
supplemental planting, pruning, mulching, and fertilizing. Exotic invasive plant species
shall be controlled by mechanical and/or chemical methods. Any vegetation control
requiring herbicide application will be performed in accordance with NC Department of
Agriculture (NCDA) rules and regulations.
Site boundaries shall be identified in the field to ensure clear distinction between the
mitigation site and adjacent properties. Boundaries may be identified by fence, marker,
Site boundary
bollard, post, tree -blazing, or other means as allowed by site conditions and/or
conservation easement. Boundary markers disturbed, damaged, or destroyed will be
repaired and/or replaced on an as -needed basis.
Dudley Mill Pond Mitigation Site Appendix 6
USACE Action ID No. SAW-2016-02160 Page 1

Appendix 7
Credit Release Schedule

1.0 Credit Release Schedule
All credit releases will be based on the total credit generated as reported by the as -built survey of the
mitigation site. Under no circumstances shall any mitigation project be debited until the necessary DA
authorization has been received for its construction or the District Engineer (DE) has otherwise provided
written approval for the project in the case where no DA authorization is required for construction of
the mitigation project. The DE, in consultation with the Interagency Review Team (IRT), will determine if
performance standards have been satisfied sufficiently to meet the requirements of the release
schedules below. In cases where some performance standards have not been met, credits may still be
released depending on the specifics of the case. Monitoring may be required to restart or be extended,
depending on the extent to which the site fails to meet the specified performance standard. The release
of project credits will be subject to the criteria described as follows:
Stream Credit Release Schedule
Stream Credit Release Schedule
Credit
Release
Milestone
Credit Release Activity
Interim Release
Total Released
15% / 1126.8
15%/ 1126.8 credits
1
Site Establishment
credits
Completion of all initial physical and
15%/1126.8
biological improvements made pursuant to
credits
30%/ 2253.E credits
2
the Mitigation Plan
First year monitoring report demonstrates
10%/ 751.2 credits
40%/ 3004.8 credits
3
performance standards are being met
Second year monitoring report
demonstrates performance standards are
10% / 751.2 credits
50% / 3756.E credits
4
being met
Third year monitoring report demonstrates
10% / 751.2 credits
60% / 4507.2 credits
5
performance standards are being met
Fourth year monitoring report demonstrates
°
5/° / 375.E credits
65%/ 4882.8 credits
6*
performance standards are being met
(75%' / 4225.5 credits)
Fifth year monitoring report demonstrates
75%/ 4225.5 credits
performance standards are being met and
10% / 751.2 credits
7
project has received closeout approval
(85%' / 6385.2 credits)
Sixth year monitoring report demonstrates
°
5/° / 375.E credits
80% / 6009.E credits
8
performance standards are being met
(90%� / 6760.8 credits)
Seventh year monitoring report
demonstrates performance standards are
90%/ 6760.8 credits
being met and project has received closeout
10% / 751.2 credits
°
(100% / 7512 credits)
9
approval
Dudley Mill Pond Mitigation Site Appendix 7
USACE Action ID No. SAW-201E-02160 Page 1

10% of credits will be reserved for the site that can be subsequently released after four bankfull events have
occurred in separate monitoring years, provided that the channel is stable and all other performance standards are
being met.
1.1 Initial Allocation of Released Credits
The initial allocation of released credits is defined as Bank Establishment in the 2013 Wilmington District
credit release schedule guidance document. The initial allocation can be released without prior written
approval of the DE upon satisfactory completion of the following activities:
a. Execution of the UMBI by the Sponsor and the USACE
b. Approval of the Final Mitigation Plan
c. Recordation of the conservation easement, as well as delivery of a title opinion that is
acceptable to the USACE.
d. Delivery of the financial assurances described in the Mitigation Plan.
e. 404 permit verification for construction of the site, if required.
1.2 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 projects approach 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.
Dudley Mill Pond Mitigation Site Appendix 7
USACE Action ID No. SAW-2016-02160 Page 2

Site Name: Dudley Pond
USAGE Action ID: 2016-02160
NCDWR Project Number: 100024
Sponsor: NCDMS
County: Cumberland
Minimum Required Buffer Width': SO
Mitigation Type
Restoration (1:1)
Enhancement I (1.5:1)
Enhancement II (2.5:1)
Preservation (5:1)
Other (7.5:1)
Other (10:1)
Custom Ratio 1
Custom Ratio 2
Custom Ratio 3
Custom Ratio 4
Custom Ratio S
Totals
Buffer Zones
Max Possible Buffer (square feet)°
Ideal Buffer (square feet)'
Actual Buffer (square feet)s
Zone Multiplier
Buffer Credit Equivalent
Percent of Ideal Buffer
Credit Adjustment
Mitigation Ratio Creditable Stream
Baseline Stream Credit
6623.79
6623.79 6623.79
Wilmington District Stream Buffer Credit Calculator
Buffer Width Zone (feet from Ordinary High Water Mark)
less than IS feet
>35 to 20 feet
>20 to 25 feet
>25 to 30 feet
>30 to 35 feet
>35 to 40 feet
>40 to 45 feet
>45 to 60 feet
>SO to 75 feet
>75 to 300 feet
>300 to 125 feet
>325 to 150 feet
198713.7
66237.9
66237.9
66237.9
66237.9
66237.9
66237.9
66237.9
331189.E
331189.E
331189.5
331189.E
194499.11
64991.99
66056.68
65163.27
66283.91
66349.22
66263.39
66067.32
321371.4E
313739.27
307837.39
304222.63
192223.60
63722.22
63633.61
63377.6E
63263.14
63066.49
62714.60
62140.2E
295136.13
260627.22
206226.28
173629.72
60%
10%
10%
10%
S%
6%
S%
6%
7%
6%
4%
4%
3311.90
662.38
662.38
662.38
331.19
331.19
331.19
331.19
463.67
331.19
264.95
264.9E
99%
98%
98%
97%
97%
97%
96%
96%
92%
80%
67%
57%
-38.75
-12.94
-15.60
-18.06
-10.30
-11.57
-12.89
-14.90
426.81
264.4E
177.50
161.22
Total Baseline Credit Credit Loss in Required Credit Gain for Net Change in Total Credit
Buffer Additional Buffer Credit from Buffers
6623.79-134.89 1018.99 884.09 7607.88
'Minimum standard buffer width measured from the top of bank (60 feet in piedmont and coastal plain counties or 30 feet in mountain counties)
zUse the Custom Ratio fields to enter non-standard ratios, which are equal to the number of feet in the feet -to -credit mitigation ratio (e.g., for a perservation ratio of 8 feet to 1 credit, the multiplier would be 8
3Equal to the number of feet of stream in each Mitigation Type. If stream reaches are not creditable, they should be excluded from this measurement, even if they fall within the easement
°This amount is the maximum buffer area possible based on the linear footage of stream length if channel were perfectly straight with full buffer width. This number is not used in calculations, but is provided as a reference.
sMaximum potential size (in square feet) of each buffer zone measured around all creditable stream reaches, calculated using GIS, including areas outside of the easement. The inner zone (0-16') should be measured from the top of the OH WM or the edge of the average stream width if OHWM is not known. Non -creditable stream
reaches within the easement should be removed prior to calculating [his area wtih GIS.
sSquare feet in each buffer zone, as measured by GIS, excluding non -forested areas, all other credit type (e.g., wetland, nutrient offset, buffer), easement exceptions, open water, areas failing to meet the vegetation performance standard, etc. Additional credit is given to 160 feet in buffer width, so areas within the easement that
are more than 160 feet from creditable streams should not be included in this measurement. Non -creditable stream reaches within the easement should be removed prior to calculating this area wtih GIS

Appendix 8
Financial Assurance

dotloop signatureverirication:rldp.uuicGy$�p55r'�r�Jgi
Unique Places
To Saga
November 5, 2019
Andrea Eckardt
Wildlands Engineering lnc,
1430 S. Mint St, Suite 104
Charlotte, NC
bear Ms. Eckardt,
This letter is to confirm that Unique Places to Save, a 501 {c)3 not -for -profit organization located in North
Carolina is willing to act as the responsible party to accept funds from either performance/monitoring bonds
or casualty insurance and successfully complete the Cape Fear 05 Umbrella Mitigation Bank -Dudley Mill
Pond Mitigation Site ("Mitigation Project"} in the event that Wildlands Engineering fails to perform or no
longer exists.
As the long-term easement holder and manager of the perpetual conservation easement associated with the
Mitigation Praject, we are a logical consideration for this role.
We also understand that Unique Places to Save has the right and opportunity to review the bond/insurance
amount and level of responsibility and work to be completed on the Mitigation Project priorto accepting the
funds or completing any work an the Mitigation Project. After this review, Unique Places To Save has the
right to accept or deny the funds and subsequent mitigation responsibilities,
This role in no way affects our ability to monitor, steward and legally defend the perpetual conservation
easement associated with the Mitigation Project.
Sincerely,
dotloopp verified
VQ]!19 I1:AA AA�I EST
DQOI-8T7r16-BGVll-30VP
Board Member, Unique Places to Save
Jeffrey Fisher
Printed Name
11/05/2019
Date
Wildlands Erj�lneenng Representative
�a�� ���
Printed Name
1� 15�7-cam
Date
PO Box � 183 . Chapel Hill, NC 27587-t 183 803-553-1644 info@��niqueplacestosave.org

Dudley Mill Pond Easement -CONFIDENTIAL
travel time, on site time, post visit report production
Staff time needed to address minor violations or issues
Mileage
Lodging Costs
Meal Costs
Sign Replacement Costs
Insurance
47ac
N/A
174
0
1
10
1
r'.
10
N/A
N/A
N/A
N/A
N/A
Accepting and Defending the Easement in Perpetuity
N/A
80
Staff time for major violations
Legal Counsel
N/A
N/A
Other Incidentals
N/A
N/A
Stewardship Complexities
N/A
N/A
$60.00
Annual
$540.00
$600.00
Once every 10 yrs.
$60.00
$0.58
Annual
$100.92
$100.00
Annual
$0.00
$20.00
Annual
$20.00
$2.00
Annual
$20.00
$100.00
N/A
$100.00
Total Annual Funding Amount
$840.92
Capitalization Rate
3.50%
' oring Endowment �
$2�6.2�
$60.00 N/A
$4,800.00
N/A N/A
$10,000.00
N/A N/A
$5,000.00
N/A N/A
$0.00
r Monitoring Endowment
$19,800.00

�NS�RTI�I�I�
UNITE D
Cover Letter to Draft Binder
Compensatory Mitigation
Insurance Policy
Dud ley M i I I Pond Mitigation Site
Wilmington District of the Army
Corps of Engineers
Presented by:
Chris Baker,
Insurance United dba Conservation United
P.O. Box 759
Higley, AZ 85236
Phone: [phone] I
Fax: [phone]
24-Hour Service: [phone]
Email: [e-mail]
Insurance United License: #1000428224

May 22, 2020
Jordan Jessop
Regulatory Project Manager
U.S. Army Corps of Engineers, Wilmington District, Regulatory Division
69 Darlington Avenue
Wilmington, NC 28403
Dear Mr. Jessop,
Thank you for reviewing the casualty insurance policy satisfying financial assurance
requirements for the Construction Period and Maintenance and Monitoring Years 1-7
on Dudley Mill Pond Mitigation Site under Wildlands Cape Fear 05 Umbrella
Mitigation Banking Instrument. The draft binder materially represents the policy
jacket as it will appear upon binding and includes the declaration pages, policy body,
and all endorsements.
Please note that the Draft Binder reflects changes recommended by Todd Tugwell
and Corps Counsel, which are addressed in the "NC -Wilmington District Amendatory
Endorsement 2020" on page 22/22. While these changes were communicated with
reference to a different pending mitigation bank in the Wilmington District, I surmise
that they will apply broadly.
The policy will be bound for 8 years, any of which can be extended through
modification and in consideration of additional premium. The specific policy period
dates will be adjusted to reflect the date of final approval and binding, at which point
signatures and a policy number will also be added and the watermarks designating
"specimen" or "draft" will be removed.
Please do not hesitate to call me at [phone] with any questions.
Best regards,
��
Chris Baker
Principal, Insurance United, Inc., dba Conservation United

SCHEDULE OF FORMS AND ENDORSEMENTS
Policy Number: SSP203211910
Named Insured: Wildlands Holdings VI, LLC
FORMS ATTACHED TO AND MADE A PART OF THIS POLICY AT INCEPTION:
FORM NUMBER FORM TITLE
ENV FORM 02 14
Schedule of Forms and Endorsements
E001J 03 17
Nautilus Policy Jacket
ENV DIR CLAIMS 11 18
Policyholder Notice —Claim Reporting Information
CMI DEC 05 19
Compensatory Mitigation Insurance Declarations
CMI 6600 05 19
Compensatory Mitigation Insurance Insuring Agreement
S020 (04-05)
Service of Suit
IL 12 02 01 16
Office of Foreign Asset Control Exclusion
ENV 2225 10 18
Exclusion of Certified Acts of Terrorism
CMI 6602 02 19 Indemnification Endorsement -Wildlands Engineering, Inc
CMI 6602 02 19 Indemnification Endorsement -Wildlands Holdings VI, LLC
Form #: TBD NC -Wilmington District Amendatory Endorsement 2020
ENV FORM 02 14 Includes copyrighted material of Insurance Services Office, Inc., used with permission. Page 1 of 1

Nautilus Insurance Company�n�
An Arizona Corporation � a � R. ��, co���y
COMMERCIAL LINES POLICY JACKET
THIS POLICY IS NOT OBTAINED PRIMARILY FOR PERSONAL, FAMILY OR HOUSEHOLD
PURPOSES.
THIS POLICY CONSISTS OF:
- Declarations;
- Common Policy Conditions; and
- One or more Coverage Parts. A Coverage Part consists of:
- One or more Coverage Forms; and
- Applicable Forms and Endorsements.
In Witness Whereof, we have caused this policy to be executed and attested, and, if required by state law, this policy shall
not be valid unless countersigned by our authorized representative.
Secretary President and CEO
Administrative Office:
7233 East Butherus Drive, Scottsdale, Arizona 85260
Service Office:
101 Hudson Street, Suite 2550, Jersey City, NJ 07302 Telephone [phone] Facsimile [phone]
E001 J 03 17 Page 1 of 1

Berkley
Env�ror�m�ntal
�� Berkley Comoar7y
Claim
Services
By knowing your industry
and speaking your language,
our claim professionals can
focus on meeting your
unique business needs and
offer you the superior claim
service you deserve through
responsible claim
management and aggressive
mitigation.
We are confident our
dedicated teams of claim
professionals will add value
to your organization and help
you succeed in
accomplishing your risk
management objectives.
Reporting a Claim
It is vitally important that you contact us as soon as possible when an accident happens.
Under all circumstances, you must follow the claim reporting requirements of your policy
including, but not limited to, providing us written notice of the claim.
Automobue �lalms
Submit online through First Notice of
Loss Portal:
http://berklevenvironmental.com/request-
access/
**Registration Required
Phone: [phone]
Fax: [phone]
Email:
Environmental.auto.claims(a�berkleyenviro
nmental.com
Mailing Address:
101 Hudson Street
25`"Floor, Suite 2550
Jersey City, NJ 07302
Workers Compensation
Claims
Submit online through First Notice of Loss
Portal:
http://berkleyenvironmental.com/request-access/
**Registration Required
Fax: [phone]
Email:
Environmental.wc.claims(c�berkleyenvironmenta
Isom
Mailing Address: Street Address:
PO Box 141299 600 E. Las Colinas Blvd
Irving, TX 75014-1233 Suite 1400
Irving, TX 75039
'`*Please contact Lisa M. Schorfheide � Claims Services Director at 469.802.4289 or
Ischorfheide(c�berklevenvironmental.com with FNOL registration questions or assistance.
General Liability,
Environmental Liability and
Professional Liability Claims
Submit online through the Berkley
Environmental Claim Document Upload
Center:
htto://berklevenvironmental.com/environm
ental/claims/
Phone: [phone]
Fax: [phone]
Email:
Environmental.liability.claims(c�berkleyenv
ironmental.com
Mailing Address:
101 Hudson Street
25`"Floor, Suite 2550
Jersey City, NJ 07302
Berkley Environmental (a Berkley Company)
Providing Innovative Soluf�
www.berklevenvironmental.com
Berkley Environmental Support
Team (BEST)
We understand environmental spills and
releases can be extremely stressful events.
That's why we're proud to offer you a free fully
staffed 24 hour — 7 day a week emergency
response call center staffed with experienced
professionals with a national network or
emergency response providers able to file
agency spill notifications.
Call [phone]* to report your
environmental spill or release.
*Available In Case of Emergencies,
Weekends or Holidays
THE MATERIAL IN THIS PUBLICATION IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY AND IS NOT INTENDED TO BE A REPRESENTATION OF COVERAGE THAT MAY EXIST IN ANY
PARTICULAR SITUATION UNDER A POLICY ISSUED BY A MEMBER COMPANY OF BERKLEY SPECIALTY UNDERWRITING MANAGERS OR ITS AFFILIATES. ALL CONDITIONS OF COVERAGE,
TERMS AND LIMITATIONS ARE DEFINED AND PROVIDED FOR IN THE POLICY. PROGRAMS OR PRODUCTS MAY NOT BE AVAILABLE IN ALL STATES AND POLICY FEATURES MAY VARY BY
STATE
ENV DIR CLAIMS 11 18 Page 1 of 1

NAUTILUS INSURANCE COMPANY
Scottsdale, AZ
COMPENSATORY MITIGATION INSURANCE DECLARATIONS
Policy Number: SSP203211910
INSURED'S NAME AND ADDRESS:
Wildlands Holdings VI, LLC
312 West Millbrook Road
Raleigh, NC 27609
POLICY PERIOD: TBD to TBD (8 years)
Renewal of: N/A
PRODUCER'S NAME AND ADDRESS:
American Risk Management Resources Network, LLC
7780 Elmwood Ave., Suite 130
Middleton, WI 53562-3135
at 12:01 a.m. Standard Time at your mailing address shown above.
IN RETURN FOR THE PAYMENT OF PREMIUM, AND SUBJECT TO ALL THE TERMS OF THIS POLICY, WE AGREE
WITH YOU TO PROVIDE THE INSURANCE AS STATED IN THIS POLICY.
FORM OF BUSINESS:
Limited Liability Company
COMPENSATORY MITIGATION PROJECT(S):
Dudley Mill Pond Mitigation Site
MITIGATION INSTRUMENT:
Wildlands Cape Fear 05 Umbrella Mitigation Banking Instrument
APPLICABLE STATE REGULATION:
N/A
Limits of Insurance:
Effective Coverage Period
r i
Year 1: Const uct on
Year 2: Maint/Mon. Year 1
Year 3: Maint/Mon. Year 2
Year 4: Maint/Mon. Year 3
Year 5: Maint/Mon. Year 4
Year 6: Maint/Mon. Year 5
Year 7: Maint/Mon. Year 6
Year 8: Maint/Mon. Year 7
Per Claim: Total All Claims
$ 862,135 $
$ 151,221 $
$ 134,486 $
$ 115,430 $
$ 88,575 $
$ 67,552 $
$ 49,421 $
$ 28,898 $
862,135
151,221
134,486
115,430
88,575
67,552
49,421
28,898
Policy Aggregate Limit: $1,497,718
Upon policy renewal the limit of insurance shall expire and will be replaced by the limits in the subsequent Effective Coverage Period
CMI DEC 05 19 Page 1 of 2

AT THE END OF EACH EFFECTIVE COVERAGE PERIOD, THE LIMIT OF INSURANCE SHALL EXPIRE AND WILL
BE REPLACED BY THE LIMITS IN THE SUBSEQUENT EFFECTIVE COVERAGE PERIOD UNTIL POLICY
EXPIRATION.
NOTICE TO THE INSURED:
THe INSURANCE COMPANY WITH WHICH THIS COVERAGE HAS BEEN PLACED IS NOT
LICENSED BY THE STATE OF NORTH CAROLINA AND IS NOT SUBJECT TO ITS
SUPERVISION. IN THE EVENT OF THE INSOLVENCY OF THE INSURANCE COMPANY,
LOSSES UNDER THIS POLICY WILL NOT BE PAID BY ANY STATE INSURANCE
GUARANTY OR SOLVENCY FUND
PREMIUM:
COMPENSATORY MITIGATION INSURANCE: $22,465
TERRORISM INSURANCE ACT: Rejected
TOTAL POLICY PREMIUM: $22,465
MINIMUM EARNED PREMIUM: 100
FORMS AND ENDORSEMENTS (Other than applicable forms and endorsements shown elsewhere in the policy):
Forms and Endorsements applying to this policy and made part of this policy at the time of issue:
SEE SCHEDULE OF FORMS AND ENDORSEMENTS
NAME AND ADDRESS OF ADMINISTRATIVE OFFICE:
Berkley Environmental (A Berkley Company)
Two Ravinia Drive, Suite 1100, Atlanta, GA 30346
Phone No.: [phone], See CLAIMS NOTICE for claims contact information.
THIS POLICY DECLARATIONS TOGETHER WITH THE COMMON POLICY CONDITIONS,
COVERAGE FORMS) AND FORMS AND ENDORSEMENTS, IF ANY, ISSUED TO FORM
COMPLETE THE ABOVE NUMBERED POLICY.
COVERAGE PART
A PART THEREOF,
CMI DEC 05 19 Page 2 of 2

COMPENSATORY MITIGATION INSURANCE
THIS FORM PROVIDES CLAIMS MADE AND REPORTED COVERAGE. PLEASE READ THE ENTIRE FORM
CAREFULLY.
Various provisions in this policy restrict coverage. Read the entire policy carefully to determine rights, duties, and what is
and is not covered.
Throughout this policy the words "you" and "your" refer to the Named Insured shown in the Declarations, and any other
person or organization qualifying as an Insured under this policy. The words "we", "us", and "our" refer to the Company
providing this insurance. "You" and "your" do not refer to the Authorizing Agency. Other than headings, words and
phrases that appear in bold have special meaning. Refer to SECTION II -DEFINITIONS.
This policy provides Claims Made and Reported Coverage and has Claim reporting requirements. Coverage provided
herein only applies to a Claim first made against the Named Insured during the Policy Period, and reported to us in
writing during the Effective Coverage Period in which the Claim is made. This policy does not include a duty to defend
or to pay defense costs. Notice of a Default or Deficiency Notice is not a Claim and does not trigger coverage under the
policy.
The application, filed and approved Mitigation Plan, Mitigation Instrument, supplemental materials, and information
submitted therewith, are the basis of this policy and are incorporated into and constitute a part of this policy. Any
materials and information received in application for the policy will be maintained on file with the Company and shall be
deemed to be attached to the policy as if physically attached. As a condition precedent to coverage, it is agreed by all
Insureds that the statements made in the application and supplemental materials are representations made on behalf of
all Insureds, that they are material, and that this policy is issued by the Company in reliance upon the truth of such
representations.
In consideration of the payment of the premium and the undertaking of the Insureds) to pay the Indemnification
Obligation in the Indemnification Endorsement attached to this policy, and subject to the Limits of Insurance set out in
SECTION IV —LIMITS OF INSURANCE and the Declarations, and the exclusions, conditions, and other terms of this
policy, the Company agrees with the Insureds) as follows:
SECTION I —INSURING AGREEMENT
To pay on behalf of the Named Insured the amount of Financial Assurances for which the Named Insured becomes
legally obligated to pay as a result of a Claim first made against it during the Policy Period, by reason of a Default under
a Mitigation Instrument, to which this insurance applies, provided that, as a condition precedent to coverage, the Claim
is reported, in writing, to the Company by the Named Insured or by the Authorizing Agency on the Named Insured's
behalf during the Effective Coverage Period in which the Claim is first made against the Named Insured.
We will have the right to adjust, pay or settle any Claim seeking Financial Assurances as described in SECTION V —
REPORTING, ADJUSTMENT &SETTLEMENT; and
We may at our discretion investigate any Default and settle any Claim that may result. But:
1. The amount we will pay for Financial Assurances under this policy is limited as described in SECTION IV — LIMITS
OF INSURANCE; and
2. Our obligation to adjust, pay or settle any Claim under an Effective Coverage Period ends when we have paid the
limit of insurance applicable to that Effective Coverage Period, in the payment or settlement of Financial
Assurances.
SECTION II -DEFINITIONS
1. Adaptive Management Plan means the development of a management strategy that results in a written plan as
defined in 33 CFR 332.4(c)(12) or Applicable State Regulation scheduled in the Declarations to the policy, that
anticipates likely challenges associated with Compensatory Mitigation Projects and provides for the implementation
of actions to address those challenges, as well as unforeseen changes to those projects.
2. Authorizing Agency means the Department of the Army, the U.S. Army Corps of Engineers, the District Engineer, or
other person, entity or agency designated by the Department of the Army, that retains the sole and final authority
under 33 CFR 332 or any state agency that retains sole and final authority under Applicable State Regulations
CMI 6600 05 19 Page 1 of 7

scheduled in the Declarations to the policy, to negotiate, determine, approve and enforce the terms of the Mitigation
Instrument, and any other documents established thereunder.
3. Claim means a written demand received by the Named Insured from the Authorizing Agency, or from the
Authorizing Agency on the Named Insured's behalf seeking payment of Financial Assurances as a result of a
Default under the Mitigation Instrument.
4. Compensatory Mitigation as defined in 33 CFR 332.2 or Applicable State Regulation scheduled in the Declarations
to the policy, means the restoration (re-establishment or rehabilitation), establishment (creation), enhancement,
and/or in certain circumstances preservation of aquatic resources for the purposes of offsetting unavoidable adverse
impacts which remain after all appropriate and practicable avoidance and minimization has been achieved.
5. Compensatory Mitigation Project means the site or sites scheduled in the Declarations to the policy at which the
Named Insured is implementing a Mitigation Plan approved by the Authorizing Agency under 33 CFR 332 or
Applicable State Regulation scheduled in the Declarations to the policy.
6. Default means a written and final determination made by the Authorizing Agency that the Named Insured has
failed to successfully complete construction activities and/or has failed to achieve the Performance Standards, as
applicable, in accordance with the Mitigation Plan, at a Compensatory Mitigation Project site scheduled in the
Declarations to the policy, but only if such determination is made following:
(1) a period of time as determined by the Authorizing Agency in accordance with applicable Compensatory
Mitigation regulations after the Authorizing Agency has issued a Deficiency Notice for that Mitigation Plan or
Compensatory Mitigation Project site, and
(2) the Named Insured's best efforts to mitigate any deficiencies identified by the Authorizing Agency in any prior
Deficiency Notice for that Mitigation Plan or Compensatory Mitigation Project site for the purpose of
preventing the Default.
Default shall not include any determination by the Authorizing Agency that the Named Insured has failed to comply
with, or breached, any other term or condition of the Mitigation Instrument or other document thereunder, other than
the construction activities and/or Performance Standards, as applicable, in a Mitigation Plan for a Compensatory
Mitigation Project site scheduled in the Declarations to the policy, or any resultant suspension or termination of the
Mitigation Instrument as a result of such non-compliance or breach.
7. Deficiency Notice means a written notice issued by the Authorizing Agency to the Named Insured:
(1) advising that it is not progressing towards, or on track to, successfully complete construction and/or meeting the
Performance Standards in accordance with the Mitigation Plan for a Compensatory Mitigation Project site;
and
(2) requesting that the Named Insured implement measures to correct the deficiencies, including but not limited to
implementation of an Adaptive Management Plan, or modifications to the existing Mitigation Plan, and/or
(3) modifying, decreasing or suspending credit sales of the Mitigation Site until the Named Insured successfully
completes measures to correct deficiencies in the implementation of a Mitigation Plan for a Compensatory
Mitigation Project site.
8. Effective Coverage Period means the term set forth in the Declarations to the policy.
9. Financial Assurances means the amount of reasonable and necessary costs to remedy a Default determination and
Claim made by the Authorizing Agency, which amount shall be determined by the lesser of the following:
(1) Mitigation Expenses required to successfully complete the Compensatory Mitigation at the Compensatory
Mitigation Project site from which the Default has been determined; or
(2) Mitigation Expenses required to provide replacement Compensatory Mitigation at another site; or
(3) the actual costs to purchase replacement mitigation credits from another mitigation site and any legal fees
associated with the purchase.
All subject to the Limit of Liability shown on the Declarations to the policy, associated with the Effective Coverage
Period in effect at the time of the issuance of a Deficiency Notice which, despite the Named Insured's best efforts,
ultimately results in a Default determination and Claim made by the Authorizing Agency.
Mitigation Expenses under (1) and (2) above means the direct costs of engineers, contractors and subcontractors, to
design, plan, engineer, construct, and implement the Compensatory Mitigation work at the site, exclusive of profit or
markup of any kind by, or in favor of, the Named Insured. Direct costs may include reasonable administrative and
management costs incurred by such engineers, contractors, and subcontractors, but only to the extent such costs are
directly and exclusively allocable to the actual Compensatory Mitigation work being performed at the site,
Mitigation Expenses under (2) above includes the cost to acquire a replacement property and includes legal fees
associated with the acquisition.
CMI 6600 05 19 Page 2 of 7

Mitigation Expenses under (1) and (2) above shall not include: (i) any costs for insurance or bonds, including those
costs attendant to securing and reporting in connection with such insurance and bonds; (ii) legal fees of any kind,
except those noted in (2) and (3) above; (iii) costs related to reporting and other obligations under this policy, and (iv)
any costs, charges or expenses (including salaries, benefits, or fringes) of the Named Insured, unless such costs are
directly attributable to the implementation of the tasks and activities for the Compensatory Mitigation and the
Company has approved and consented to the work and costs prior to them being incurred.
10. Insured means:
(1) The Named Insured but only with respect to liability incurred from the Default of a Mitigation Instrument to
which this insurance applies;
(2) The Named Insured's current or former members and partners, and their spouses, but only with respect to
liability incurred from the Named Insured's Default of a Mitigation Instrument, to which this insurance applies;
(3) The Named Insured's current or former directors, executive officers, and stockholders, and their spouses, but
only with respect to liability incurred from the Named Insured's Default of a Mitigation Instrument, to which this
insurance applies.
11. Mitigation Site means the site, or suite of sites, where aquatic resources are being restored, reestablished,
established, created, enhanced, and/or preserved as part of the Compensatory Mitigation Project governed by the
Mitigation Instrument, as scheduled in the Declarations to the policy.
12. Mitigation Instrument means the legal document scheduled in the Declarations to the policy, provided that such
document is prepared, approved, filed, and documented in compliance with applicable law.
13. Mitigation Plan means the plan prepared by the Named Insured per 33 CFR 332.4 c(2) through c(14), or Applicable
State Regulation scheduled in the Declarations to the policy, and approved by the Authorizing Agency, for
Compensatory Mitigation to be performed at each Compensatory Mitigation Project site as scheduled in the
Declarations to the policy.
14. Named Insured means the entity listed in the Declarations to the policy that has executed the approved Mitigation
Instrument.
15. Policy Period means the period set forth in the Declarations to the policy, or any shorter period arising as a result of
cancellation or termination of the policy.
16. Performance Standards as defined in 33 CFR 332.2 or Applicable State Regulation scheduled in the Declarations to
the policy, means observable or measurable physical (including hydrological), chemical and/or biological attributes
that are used to determine if a Compensatory Mitigation Project meets its objectives. Performance Standards also
mean the completion of initial construction and planting in accordance with the Mitigation Plan.
SECTION III —EXCLUSIONS
This insurance does not apply to Claims, Defaults, or Financial Assurances based upon, arising out of, or relating to:
1. Force Majeure, or any natural catastrophe or disaster, as defined in the Mitigation Instrument;
2. Liability assumed by the Named Insured under any contract or agreement, including but not limited to liability for
payment of attorneys fees, termination fees, consequential or liquidated damages, or liabilities of another pursuant to
any indemnification agreement, except for liability to pay Financial Assurances as a result of a Default under a
Mitigation Instrument.
3. Any legal fees, costs, or expenses (including expert or consultant fees) incurred in the defense of any liability or
obligation of the Named Insured for any reason.
4. Fluctuation in, short fall of, or devaluation of, the monetary value of, or marketability of, mitigation credits (or other
equivalent credits), or of any real property, including a site at which Compensatory Mitigation is being performed, or
is planned to be performed, under the Mitigation Instrument.
CMI 6600 05 19 Page 3 of 7

SECTION IV —LIMITS OF INSURANCE
1. The "Policy Aggregate" Limit of Insurance shown in the Declarations and the rules below fix the most we will pay on
behalf of the Named Insured for the Compensatory Mitigation Site shown in the Declarations and described by the
Mitigation Plan regardless of the number of Defaults, Claims, Financial Assurances, Mitigation Plans, or
Compensatory Mitigation Project sites.
2. The "Total All Claims" Limit set forth in the Declarations for each Effective Coverage Period is the most we will pay
on behalf of the Named Insured for Financial Assurances as a result of all Claims first made against the Named
Insured during the Policy Period, where a Deficiency Notice that results in the Default and Claim, is first issued by
the Authorizing Agency during the scheduled Effective Coverage Period, and is first reported in writing to us,
during that same scheduled Effective Coverage Period.
3. Subject to item 2 above, the "Per Claim" Limit set forth in the Declarations is the most we will pay on behalf of the
Named Insured for Financial Assurances as a result of any one Claim first made against the Named Insured
during the Policy Period, where a Deficiency Notice that results in the Default and Claim, is first issued by the
Authorizing Agency during the scheduled Effective Coverage Period, and is first reported in writing to us, during
that same scheduled Effective Coverage Period.
4. Subject to items 2 and 3 above, the maximum Limits of Insurance we will pay for any Claim made during the Policy
Period shall be the limits corresponding to the scheduled Effective Coverage Period stated in the Declarations, in
which the Deficiency Notice that results in the Default and Claim is first made against the Named Insured and
reported to us in writing during that same scheduled Effective Coverage Period.
At the end of each Effective Coverage Period, the Limit of Insurance shall expire and will no longer be available for
payment of any new or additional Claim resulting from a Deficiency Notice not already issued by the Authorizing
Agency against the Named Insured and reported to us in writing before expiration of the Effective Coverage
Period. If the Named Insured resolves the Deficiency Notice issued during the Effective Coverage Period to the
satisfaction of the Authorizing Agency in writing, and the Effective Coverage Period has expired, the limit of
insurance for that Effective Coverage Period shall no longer be available for future Claims.
At the end of each Effective Coverage Period, the limit of available insurance shall also be replaced by the "Per
Claim" Limit and "Total All Claims" Limit scheduled in the subsequent Effective Coverage Period.
One or more Claims made against the Named Insured, and reported in writing to the Company, that arise out of the
same, interrelated, repeated, or associated Defaults in a single Mitigation Plan, or at a single Compensatory
Mitigation Project site, shall be considered a single Claim, and the Company's total liability for Financial Assurance
from that Claim shall be subject to the Limits of Insurance corresponding to the "Per Claim" Limit for the Effective
Coverage Period set forth in the Declarations (or any reduced or modified Limit established by endorsement to this
policy) and effective at the time the initial Deficiency Notice that results in the Claim was first issued by the
Authorizing Agency against the Named Insured and first reported in writing to the Company during that same
Effective Coverage Period.
SECTION V —REPORTING, ADJUSTMENT &SETTLEMENT
1. NOTICE OF A DEFICIENCY
The Named Insured shall provide written notice to the Company as soon as possible of any Deficiency Notice
received by the Named Insured from the Authorizing Agency. The Named Insured shall forward to the Company
a copy of the Deficiency Notice and any other communication or information related thereto, including the following:
(1) Details of the Compensatory Mitigation Project site and Mitigation Plan for which the Deficiency Notice was
received;
(2) The Named Insured's plan to remedy the deficiencies noted by the Authorizing Agency, including any planned
modifications to the Mitigation Plan and/or its Adaptive Management Plan in order to prevent a Default under
the Mitigation Instrument;
(3) Any other information necessary for the Company to understand the circumstances surrounding the Deficiency
Notice and/or the Named Insured's plan to meet the applicable Performance Standards and prevent a Default
under the Mitigation Instrument.
The Named Insured shall have the duty to use its best efforts to mitigate a Deficiency Notice in order to prevent a
Default under the Mitigation Instrument. The Company shall have the right to investigate any Deficiency Notice.
The Named Insured shall cooperate with the Company's investigation, and make available upon the Company's
request, documents for review and personnel for interview, all without charge to the Company. A Deficiency Notice
is not a Claim and shall not trigger coverage under the policy.
CMI 6600 05 19 Page 4 of 7

NOTICE OF A DEFAULT or CLAIM
The Named Insured shall provide immediate written notice to the Company of any Claim made against the Named
Insured, or of any determination by the Authorizing Agency that the Named Insured is in Default of the Mitigation
Instrument. The Named Insured shall immediately forward to the Company every demand, notice, or other
communication related to the Claim or the determination of Default as well as the following information:
(1) Details of the Compensatory Mitigation Project site and Mitigation Plan determined to be in Default and for
which the Claim is being made;
(2) An explanation of the events and circumstances leading to the Default, including the specific basis and reasons
upon which the Default has been determined;
(3) A description of the mitigation efforts undertaken to prevent or cure the Default (and the deficiencies leading
thereto), including a detailed description of the amount of funds expended and the type of activity conducted;
(4) An estimate of the costs necessary to cure the Default;
(5) Any other information necessary for the Company to understand the circumstances surrounding the Default or
Claim.
The Company shall have the right to investigate any Default or Claim noticed under the policy. The Named Insured
shall cooperate with the Company's investigation and, upon the Company's request, shall assist in the investigation
and settlement of the Claim, and make available to the Company, documents for review and personnel for interview,
all without charge to the Company. Notice of a Default is not a Claim and shall not trigger coverage under the policy.
In the event that the Authorizing Agency first provides notice of a Claim to the Company, the Company may
investigate and pay or adjust such claim as provided herein in its sole discretion without any duty to make inquiry of
the Insured with respect to the Claim, and such payment or adjustment shall reduce the Limits of Liability remaining
under the policy. The Insured shall not be released from any of its obligations to the Company under this policy by
virtue of any such payment or adjustment, including its duties to indemnify the Company pursuant to the
Indemnification Endorsement attached to this policy.
3. CLAIM ADJUSTMENT AND SETTLEMENT
The Insureds) agree that the Company shall have the right to adjust, pay or settle any Claim, to which this insurance
applies, at its sole discretion, without the Insureds) consent, subject to the available and remaining Limits of
Insurance for the applicable Effective Coverage Period, and that such adjustment, payment, or settlement may
include, but not be limited to, the following actions:
(1) Payment of reasonable and necessary Financial Assurances to a designee or standby trust, as approved by the
Authorizing Agency, for distribution by such designee or trustee to complete the Compensatory Mitigation in
accordance with the Insured's legal responsibility under the Mitigation Instrument, pursuant to the Authorizing
Agency's authority under the Mitigation Instrument and/or 33 CFR 332 or Applicable State Regulation
scheduled in the Declarations to the policy; or
(2) Payment of reasonable and necessary Financial Assurances to a replacement contractor, as approved by the
Authorizing Agency or its designee, and subject to the Company's written consent and approval, to either
perform replacement Compensatory Mitigation at another site or to complete the Compensatory Mitigation at
the Compensatory Mitigation Project site from which the Default has been determined, whichever is less.
The Company may make such inquiries and investigations of the Claim as it deems expedient, including inquiries to
the Named Insured or the Authorizing Agency regarding the Claim, and payment of Financial Assurances. The
Insureds) agree that no Claim or Financial Assurances will be paid without the prior written consent and approval
of the Authorizing Agency, and that the Company shall incur no liability to the Insureds) resulting from such
inquiries and/or resulting from the non-payment of any Claim or Financial Assurances for which the Authorizing
Agency has not consented and/or approved. The Insureds) shall not admit liability or settle any Claim without the
Company's consent. The Insureds) shall not be released from any of their duties or obligations to the Company
under this policy by virtue of any payment or adjustment of a Claim by the Company, including the Insureds) duties
to indemnify the Company, according to the Indemnification Endorsement attached to this policy.
SECTION VI —CONDITIONS
1. LEGAL ACTION AGAINST THE COMPANY
No action shall lie against the Company unless, as a condition precedent thereto, there shall have been full
compliance with all of terms of this policy, nor until the amount of the Named Insured's obligation to pay shall have
been finally determined either by judgment against the Named Insured after actual trial or by written agreement of the
Named Insured, the Authorizing Agency and the Company. No person or organization shall have any right under
CMI 6600 05 19 Page 5 of 7

this policy to join the Company as a party to any action against any Insured to determine the Insured's liability, nor
shall the Company be impleaded by any Insured or its legal representative.
2. TRANSFER OF POLICY
Your rights and duties under this policy may not be assigned or transferred without our written consent.
3. BANKRUPTCY
Bankruptcy or insolvency of the Named Insured will not relieve the Company of its obligations under this policy, nor
shall it relieve the Insureds) of their indemnification obligations to the Company.
4. RENEWAL, CANCELLATION AND TERMINATION
(1) The Company may renew this policy at its sole discretion, pursuant to the Company's rates, rules, underwriting
guidelines and underwriting decisions in effect as of the expiration date of the Policy Period. Renewal of this
policy will not be in effect unless the Company issues a written quote and binder outlining the terms of coverage
and the Named Insured accepts such terms in writing.
(2) The Company may cancel the policy by mailing to the Named Insured at the last known address, and the
Authorizing Agency, written notice of not less than One Hundred and Twenty days (120) before such
cancellation shall be effective. The notice shall include the reason for cancellation which may include:
a. The policy is no longer needed;
b. Non-payment of premium;
c. Fraud, material misrepresentation or intentional concealment of information which increases the risk originally
insured; or
d. The Insured's failure to comply with the terms and conditions of this policy including the failure to pay any
premium when due.
(3) Upon release by the Authorizing Agency pursuant to applicable law, the Insured may cancel the policy by
mailing or delivering written notice to us stating when the cancellation shall be effective.
(4) Termination by other than cancellation:
The policy may terminate without the approval of the Authorizing Agency at the earlier of:
a. The expiration date of the policy as shown in the Declarations to the policy;
b. A written acknowledgement, certification or other legally equivalent determination by the Authorizing Agency
that the Mitigation Site has closed after having met the Performance Standards set forth in the Mitigation
Instrument.
(5) The minimum earned premiums due for this policy shall be calculated in accordance with the following:
a. The minimum earned premium due for this policy is the percentage shown on the Declarations to the policy
b. In the event of cancellation of this policy by the Company for reasons other than nonpayment of premium, the
earned premium for this policy shall be computed on a pro -rats basis.
c. Premiums applicable to any subsequent endorsements will be in addition to the minimum premium shown in
the Declarations to the policy.
Cancellation or termination of the policy shall be subject to release of the Company by the Authorizing Agency.
Upon the effective date of such release, all obligations on the part of the Company hereunder shall automatically
cease and neither the Authorizing Agency nor the Insured shall have further recourse against the Company with
respect to unpaid Financial Assurances, including existing or future liabilities or obligations arising from Claims)
previously reported or pending under the policy.
5. CHANGES
Notice to any agent or knowledge possessed by any agent or by any other person shall not effect a waiver or change
in any part of this policy or estop the Company from asserting any right under the terms of this policy; nor shall the
terms of this policy be waived or changed, except by endorsement issued by the Company to form a part of this policy
with the prior approval of the Authorizing Agency.
6. COOPERATION
The Named Insured shall cooperate with the Company, and offer all reasonable assistance in the Company's
investigations. The Company may require that the Named Insured submit to examination under oath, and attend
hearings, depositions and trials. In the course of investigation, the Company may require written statements or the
Named Insured's attendance at meetings with the Company. The Insured must assist the Company in effecting
settlement, securing and providing evidence and obtaining the attendance of witnesses.
CMI 6600 05 19 Page 6 of 7

7. COVERAGE TERRITORY
The coverage provided under this policy shall only apply to Mitigation Sites located within the United States of
America.
8. AUDIT AND INSPECTION
(1) We may examine and audit your books and records as they relate to this policy at any time during the policy
period and up to three (3) years after the end of the policy period;
(2) We may be permitted but not obligated to, interview persons employed by you; or
(3) We shall be permitted but not obligated to inspect, sample and monitor the Named Insured's Mitigation Site
during the Policy Period or any time thereafter. Neither our right to make inspections, sample and monitor nor
the actual undertaking thereof nor any report thereon shall constitute an undertaking, on behalf of the Named
Insured or others, to determine or warrant that the Mitigation Site or operations are safe, healthful, or conform to
acceptable engineering practice or are in compliance with any law, rule or regulation. The Named Insured
agrees to provide appropriate personnel to assist our representatives during any inspection.
9. OTHER INSURANCE
(1) This insurance is primary, except when (2) below applies.
(2) This insurance is excess:
a. When stated in the Declarations to apply in excess of, or contingent upon the absence of, other appropriate
instruments; or
b. Over any other bonds, reserves, escrows, trust funds, credits, or valid and collectible insurance available to
the Named Insured to cover Claims for Financial Assurances under the Mitigation Instrument; or
c. Over any other appropriate instruments applicable to cover Claims for Financial Assurances under the
Mitigation Instrument.
When this insurance is excess over other valid and collectible appropriate instruments, the Company shall be
obligated to pay only its share of the applicable amount and shall not contribute with such instruments.
The Insured shall promptly, upon the request of the Company, provide the Company with copies of all such
instruments or documentation.
10. MATERIAL CHANGE IN RISK
In consideration of the Company's acceptance of this insurance, the Named Insured hereby agrees the Named
Insured must notify the Company, in writing, of any changes in the Mitigation Instrument, including changes in the
credits release schedule, or any other information that materially changes the risk from that originally assumed by the
Company at policy inception.
11. SOLE AGENT
The Named Insured shown in the Declarations shall act on behalf of, and serve as the sole agent for, all Insureds
with respect to the return or payment of any premiums, the issuance by the Company of the policy, the receipt or
acceptance of any endorsements issued to form a part of the policy, or the receiving of any notices from the Company
required by this policy.
12. SUBROGATION
In the event of any payment under this policy by the Company, the Company shall be subrogated to all of the rights of
recovery that the Insureds) may have against any person or organization and the Insureds) shall execute and
deliver instruments and papers and do whatever else is necessary to secure such rights. The Insureds) shall do
nothing to prejudice such rights.
CMI 6600 05 19 Page 7 of 7

ENDORSEMENT
This endorsement forms a part of the policy to which it is attached. Please read it carefully.
SERVICE OF SUIT
Pursuant to any statute of any state, territory or district of the United States which makes provision therefore, we hereby
designate the Superintendent, Commissioner or Director of Insurance or other officer specified for that purpose in the
Statute, or his successor or successors in office, as our true and lawful attorney upon whom may be served any lawful
process in any action, "suit" or proceeding instituted by or on behalf of you or any beneficiary hereunder arising out of this
contract of insurance, and hereby designate the above named as the person to whom the said officer is authorized to mail
such process or a true copy thereof.
It is further agreed that service of process in such "suit" may be made upon Michael Kilgas, or his nominee of the
Company at 7233 East Butherus Drive, Scottsdale, Arizona 85260 and that in any "suit" instituted against any one of them
upon this policy, we will abide by the final decision of such Court or of any Appellate Court in the event of an appeal.
It is agreed that in any state requiring a standard form of policy, insurance hereunder on values or properties in such state
shall attach and cover in accordance with the terms and conditions of such standard form.
S020 (04-05) Page 1 of 1

INTERLINE
IL 12 02 01 16
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ CAREFULLY
OFFICE OF FOREIGN ASSET CONTROL (OFAC)
EXCLUSION ENDORSEMENT
No insurer shall be deemed to provide cover and no insurer shall be liable to pay any claim or provide any benefit
hereunder to the extent that the provision of such cover, payment of such claim or provision of such benefit would
expose that insurer to any sanction, prohibition or restriction under United Nations resolutions or the trade or
economic sanctions laws or regulations of the European Union, United Kingdom or the United States.
IL 12 02 01 16 Page 1 of 1

ENDORSEMENT
This endorsement forms a part of the policy to which it is attached. Please read it carefully.
EXCLUSION OF CERTIFIED ACTS OF TERRORISM
This endorsement modifies insurance provided under the following:
ENVIRONMENTAL COMBINED POLICY
COMMERCIAL GENERAL LIABILITY COVERAGE PART
CONTRACTORS POLLUTION LIABILITY
CONTRACTORS AND CONSULTANTS POLICY
SITE SPECIFIC POLLUTION LIABILITY
PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART
OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART
RAILROAD PROTECTIVE LIABILITY COVERAGE PART
FOLLOW FORM EXCESS LIABILITY
CONTRACTORS POLLUTION AND PROFESSIONAL LIABILITY POLICY
A. The following exclusion is added:
This insurance does not apply to:
TERRORISM
Any injury or damage arising, directly or indirectly, out of a certified act of terrorism.
B. The following definitions are added:
1. For the purposes of this endorsement, any injury or damage means any injury or damage covered under any
Coverage Part to which this endorsement is applicable, and includes but is not limited to bodily injury, property
damage, personal and advertising injury, injury or cleanup costs as may be defined in any applicable Coverage
Part.
2. Certified act of terrorism means an act that is certified by the Secretary of the Treasury, in accordance with the
provisions of the federal Terrorism Risk Insurance Act, to be an act of terrorism pursuant to such Act. The criteria
contained in the Terrorism Risk Insurance Act for a certified act of terrorism include the following:
a. The act resulted in insured losses in excess of $5 million in the aggregate, attributable to all types of
insurance subject to the Terrorism Risk Insurance Act; and
b. The act is a violent act or an act that is dangerous to human life, property or infrastructure and is committed
by an individual or individuals as part of an effort to coerce the civilian population of the United States or to
influence the policy or affect the conduct of the United States Government by coercion.
C. The terms and limitations of any terrorism exclusion, or the inapplicability or omission of a terrorism exclusion, do not
serve to create coverage for injury or damage that is otherwise excluded under this Coverage Part.
ALL OTHER TERMS AND CONDITIONS OF THE POLICY APPLY AND REMAIN UNCHANGED.
ENV 2225 10 18 Page 1 of 1

ENDORSEMENT
This endorsement forms a part of the policy to which it is attached. Please read it carefully.
INDEMNIFICATION ENDORSEMENT
COMPENSATORY MITIGATION INSURANCE
In consideration of the premium charged, and notwithstanding anything contained in this Policy to the contrary, it is hereby
understood and agreed that SECTION VI —CONDITIONS is modified by the addition of the following:
INDEMNIFICATION AGREEMENT
The undersigned Indemnitors, and their successors and assigns, jointly and severally, hereby agree to indemnify, release
and hold the Company, Nautilus Insurance Company, harmless for any payments the Company makes under Nautilus
Insurance Company Policy Number SSP203211910, the policy, and for the costs, fees, and expenses the Company
incurs related to the administration of, or disputes over, any such payments. The indemnified amounts shall include:
1. Financial Assurances paid by the Company; and/or
2. Deductible amounts, if any, advanced by the Company; and/or
3. The costs of obligations that the Company may incur by reason of having issued the policy; and/or
4. Costs, fees and expenses (including fees of experts, or consultants) resulting from the investigation arising out of or related
to payments demanded or made under the policy, or out of any dispute between the Insureds) and the Authorizing
Agency regarding any payment demanded or made, or out of any legal action by the Company to secure or attempt to
secure any Claim or policy release resulting therefrom; and/or
5. Claim handling expenses, which in the event of a Claim shall be calculated at a minimum of 12% of the sum of payments
for Financial Assurances made pursuant to the policy; and/or
6. Any legal fees to effectuate this Indemnification Agreement.
In the event a Deficiency Notice is issued to the insured by the Authorizing Agency on a Compensatory Mitigation
Project covered under this insurance policy, the Indemnitor's agree to post collateral in the form of an evergreen letter of
credit immediately upon demand by Nautilus Insurance Company in an amount equaling the aggregate limit of the Nautilus
Insurance Company policy.
In the event a claim is made under this insurance policy, the Indemnitors agree to deposit cash collateral immediately upon
demand by Nautilus Insurance Company an amount equaling all of the following: (a) the face amount of any claim or
demand that is asserted against Nautilus Insurance Company under this insurance policy plus the Company's estimate of
the costs and expenses Company may sustain and incur while paying, compromising, resisting, or appealing the claim or
demand at Company's sole discretion; (b) sums posted by Company as a reserve for the payment of potential claims and/or
expenses; (c) all costs and expenses incurred in connection with investigating, paying or managing any claim, and/or
enforcing this Agreement, including but not limited to legal fees and expenses, professional and consulting fees, technical
and expert witness fees and expenses; (d) all accrued and unpaid premiums owing to Company for the issuance,
continuation or renewal of any insurance policy for the Indemnitors; (e) funds loaned or advanced by Company at the
Company's sole discretion to the Indemnitor; and (f) all other amounts payable to Company according to the terms and
conditions of this Agreement or any other agreement between Company and Indemnitors. Company may, in its sole
discretion, either retain or use any part or all of the collateral in settlement or payment of any claim made under any
insurance policy, as collateral or reimbursement for any actual Liability and Loss already incurred, as reserve to cover the
amount of any potential Liability and Loss, or for any other purpose related to any Liability and Loss for which the Indemnitors
would be required to collateralize, exonerate, or indemnify Company under the terms of this Agreement. The Indemnitors
shall be obligated to deposit the amount of collateral demanded by the Company regardless of whether they dispute their
liability for any Deficiency Notice or claim or assert any defenses to the validity or enforcement of this Agreement. In the
event that the Company demands collateral from more than one Indemnitor, the Company shall be entitled, in its sole
discretion, to apportion the amount of collateral required to be deposited by each Indemnitor. If the Company permits the
CMI 6602 02 19 Page 1 of 4

Indemnitors to deposit less than the full amount of either (a) through (f) herein, the Company may, from time to time, require
the Indemnitors to increase the amount of the collateral by any amount the Company deems appropriate, in its sole
discretion, up to an amount equal to (a) through (f) herein. In the event that the Indemnitors fail to deposit the amount of
cash collateral required under this provision, the Company may, in its sole discretion, direct the Indemnitors to deposit
alternate forms of collateral security acceptable to the Company. Indemnitors acknowledge that their duty to deposit
collateral under this Paragraph is specifically enforceable because the Company lacks an adequate remedy at law and their
failure to deposit collateral with the Company as required by this Paragraph will cause irreparable harm to as to justify
injunctive relief compelling the deposit of collateral. The Company agrees to refund any unused portion of the deposit,
without any interest or other damages for loss of use of such funds, upon the termination of all liability of the Company on
all insurance policies and the full performance of all of the Indemnitors of all obligations under this Agreement.
When the Indemnitor's obligation to pay for indemnified amounts pursuant to the policy become due, the Company shall
make a demand in the form of a written invoice for the indemnification amount to the Indemnitor's address as stated below
or will draw the funds from the collateral amount posted above. If the Indemnitor agrees to pay the invoice rather than have
the Company draw upon the collateral posted above, the Indemnitor agrees to pay the full amount of the invoice within thirty
(30) days of its issuance. If the Company has not received full payment from the Indemnitor within thirty (30) days of issuance
of the Company's written invoice, the Company will draw the funds from the collateral posted above. If the Indemnitor fails
to post the required collateral and fails to pay the full amount of the invoice when due, interest shall accrue at the annual
rate equal to the current prevailing prime interest rate as published in the Wall Street Journal plus 200 basis points until full
payment is received by the Company. If partial payment is received by the Company the aforementioned interest rate shall
apply to that portion which remains outstanding until the full payment is received by the Company.
In the event of a claim, the Company, at its sole discretion, may request that the insured assign, transfer and set over to
the Company, all of their rights under all wetlands mitigation contracts) insured by this policy. In the event that the Company
receives any monies in excess of the total amount of its Liability and Loss or potential Loss on any individual insurance
policy, Company shall be entitled to apply any such excess amounts toward the Company's Liability and Loss or potential
Liability and Loss for claims on any other insurance policy issued by the Company to the same insured on other wetlands
mitigation projects until the Company has been fully reimbursed and/or collateralized as provided by the terms of this
Agreement. In the event of a claim, Indemnitors further hereby agree to appoint and designate the Company and its
authorized representatives as their respective Attorneys -in -Fact with power to (i) endorse and sign in the name of
Indemnitor, as payee or otherwise, all documents and all checks, drafts, warrants or other instruments made or issued in
connection with the insurance policy(s); and (ii) execute any and all documents in connection with the insurance policy(s)
consistent with the Company's rights as assignee per the terms of this paragraph.
Each Principal and Indemnitor, who signs below, agrees not to change or convert its respective individual, corporate or
partnership status to the extent such change has the effect of limiting, reducing or shielding the liability of either the entity
or its partners and/or officers hereunder, without the prior, express, written consent of Company. Should any Indemnitor so
change its respective corporate or partnership status without the prior, express, written consent of the Company, Indemnitor
agrees that such change in its status shall not limit, reduce or otherwise shield its obligations, its partners' and/or officers'
obligations, to the Company which arise from this Agreement. The Indemnitors hereby expressly waive as against Company
any and all defenses which may arise from such a conversion to an LLC, LLP or similar status. Indemnitors acknowledge
that the Company relies upon the assets reflected in their financial statements in the issuance of insurance policies, and
agree not to dispose of or transfer said assets, except in the ordinary course of business, without the prior, express, written
consent of the Company.
Each Indemnitor who is an individual agrees to give the Company written notice of any change in his/her principal residence
within 30 days of the change of address. Each Indemnitor, that is not an individual, agrees not to change its principal place
of business or the state of jurisdiction in which it is incorporated or otherwise organized without also giving the Company
thirty (30) days prior written notice of the proposed change. If the Company has previously filed a Uniform Commercial Code
Financing Statement with respect to such Indemnitor, Indemnitor agrees that the Company may file a Financing Statement
in the new state or jurisdiction.
Indemnitors agree that, at any time, the Company may release any Indemnitor or Indemnitors from this Agreement, without
affecting, reducing or otherwise limiting the obligations of any remaining Indemnitor, and Indemnitors hereby expressly
waive both (a) notice from the Company of any such release, and (b) any defense that may be created in favor of any
remaining Indemnitor as a result of the Company's release of another Indemnitor.
This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations, nor shall the
indemnification reinstate any limit of insurance.
CMI 6602 02 19 Page 2 of 4

Indemnitors acknowledge and agree that each has a material and beneficial interest in all insurance issued hereunder by
the Company and that each is authorized and empowered by their respective bylaws, charters, membership agreements,
or other organizational documents to execute, deliver and perform their obligations under this Agreement with respect to all
such insurance policies. Indemnitors further represent and warrant that they have obtained all internal corporate and/or
organizational approvals, consents and authorizations necessary to facilitate the execution, delivery and performance of
this Agreement, any amendments hereto, and any other agreement executed.
IN WITNESS WHEREOF, the Indemnitors, intending to be legally bound hereby, represent that they have read and
understood the foregoing provisions, that they freely and voluntarily enter into this Agreement, and they have below set their
hands and affixed their seals, as appropriate, this day of , 20
By signing below each individual executing this Agreement on behalf of a business, and each business entity
executing this Agreement on behalf of another business entity, represents and warrants that he, she or it is duly
authorized by Indemnitor to all of the terms and conditions of this Agreement.
Indemnitor: Wildlands Holdings VI, LLC WITNESS /NOTARY PUBLIC
Address: 312 West Millbrook Rd., Raleigh, NC 27609 (Seal)
Tax ID No:
Authorized Representative:
Title:
Email:
(Signature)
(Signature)
Print Name:
My commissions expires:
CMI 6602 02 19 Page 3 of 4

ENDORSEMENT
This endorsement forms a part of the policy to which it is attached. Please read it carefully.
INDEMNIFICATION ENDORSEMENT
COMPENSATORY MITIGATION INSURANCE
In consideration of the premium charged, and notwithstanding anything contained in this Policy to the contrary, it is hereby
understood and agreed that SECTION VI —CONDITIONS is modified by the addition of the following:
INDEMNIFICATION AGREEMENT
The undersigned Indemnitors, and their successors and assigns, jointly and see
and hold the Company, Nautilus Insurance Company, harmless for any paym
Insurance Company Policy Number SSP203211910, the policy, and for the c�
related to the administration of, or disputes over, any such payments. The in
Financial Assurances paid by the Company; and/or
2. Deductible amounts, if any, advanced by the Company; and
3. The costs of obligations that the Company may incur by reason
4. Costs, fees and expenses (including fees of exp
related to payments demanded or made under t
Authorizing Agency regarding any payment dema
or attempt to secure any Claim or policy release resu
5. Claim handling expenses,
payments for Financial Ass
6. Any legal fees to effectuate th
r ereby agree to indemnify, release
e Company makes under Nautilus
e d expenses the Company incurs
ified nts shall include:
issued the policy; and/or
ing from the investigation arising out of or
ispute between the Insureds) and the
ny legal action by the Company to secure
shall be calculated at a minimum of 12% of the sum of
policy; and/or
In the event a claim is is in ce policy, the Indemnitors agree to deposit cash collateral immediately
upon demand by Nau � nsurance pan amount equaling all of the following: (a) the face amount of any claim
or demand that is ed against Na Insu ce Company under this insurance policy plus the Company's estimate
of the costs and exp Company m ustain and incur while paying, compromising, resisting, or appealing the claim
or demand at Compan le discretio )sums posted by Company as a reserve for the payment of potential claims
and/or expenses; (c) all and a es incurred in connection with investigating, paying or managing any claim,
and/or enforcing this Agree in g but not limited to legal fees and expenses, professional and consulting fees,
technical and expert witness d expenses; (d) all accrued and unpaid premiums owing to Company for the
issuance, continuation or renews any insurance policy for the Indemnitors; (e) funds loaned or advanced by Company
at the Company's sole discretion to the Indemnitor; and (f) all other amounts payable to Company according to the terms
and conditions of this Agreement or any other agreement between Company and Indemnitors. Company may, in its sole
discretion, either retain or use any part or all of the collateral in settlement or payment of any claim made under any
insurance policy, as collateral or reimbursement for any actual Liability and Loss already incurred, as reserve to cover the
amount of any potential Liability and Loss, or for any other purpose related to any Liability and Loss for which the
Indemnitors would be required to collateralize, exonerate, or indemnify Company under the terms of this Agreement. The
Indemnitors shall be obligated to deposit the amount of collateral demanded by the Company regardless of whether they
dispute their liability for any Deficiency Notice or claim or assert any defenses to the validity or enforcement of this
Agreement. In the event that the Company demands collateral from more than one Indemnitor, the Company shall be
entitled, in its sole discretion, to apportion the amount of collateral required to be deposited by each Indemnitor. If the
Page 1 of 4

Company permits the Indemnitors to deposit less than the full amount of either (a) through (f) herein, the Company may,
from time to time, require the Indemnitors to increase the amount of the collateral by any amount the Company deems
appropriate, in its sole discretion, up to an amount equal to (a) through (f) herein. In the event that the Indemnitors fail to
deposit the amount of cash collateral required under this provision, the Company may, in its sole discretion, direct the
Indemnitors to deposit alternate forms of collateral security acceptable to the Company. Indemnitors acknowledge that
their duty to deposit collateral under this Paragraph is specifically enforceable because the Company lacks an adequate
remedy at law and their failure to deposit collateral with the Company as required by this Paragraph will cause irreparable
harm to as to justify injunctive relief compelling the deposit of collateral. The Company agrees to refund any unused
portion of the deposit, without any interest or other damages for loss of use of such funds, upon the termination of all
liability of the Company on all insurance policies and the full performance of all of the Indemnitors of all obligations under
this Agreement.
When the Indemnitor's obligation to pay for indemnified amounts pursuant to the policy become due, the Company shall
make a demand in the form of a written invoice for the indemnification amount to the Indemnitor's address as stated below
or will draw the funds from the collateral amount posted above. If the Indemnitor agr s to pay the invoice rather than
have the Company draw upon the collateral posted above, the Indemnitor agrees y the full amount of the invoice
within thirty (30) days of its issuance. If the Company has not received full payme m the Indemnitor within thirty (30)
days of issuance of the Company's written invoice, the Company will draw the rom the collateral posted above. If
the Indemnitor fails to post the required collateral and fails to pay the full a invoice when due, interest shall
accrue at the annual rate equal to the current prevailing prime interest rate publis � the Wall Street Journal plus
200 basis points until full payment is received by the Company. If p I payment i ived by the Company the
aforementioned interest rate shall apply to that portion which remains tanding until the ment is received by the
Company.
In the event of a claim, the Company, at its sole discretion, may est th insured assign, transfer and set over to
the Company, all of their rights under all wetlands mitigation co sured by this policy. In the event that the
Company receives any monies in excess of the total amount of its L and Loss or potential Loss on any individual
insurance policy, Company shall be entitled to apply ch excess a is toward the Company's Liability and Loss
or potential Liability and Loss for claims on any othe olicy is y the Company to the same insured on
other wetlands mitigation projects until the Company bee � bur and/or collateralized as provided by the
terms of this Agreement. In the event of a claim, Indem s fu gree to appoint and designate the Company
and its authorized representatives as their re ective Att -Fact w power to (i) endorse and sign in the name of
Indemnitor, as payee or otherwise, all do nd all s, drafts, warrants or other instruments made or issued in
connection with the insurance policy(s � (ii) ute an d all documents in connection with the insurance policy(s)
consistent with the Company's right ssignee r the ter f this paragraph.
Each Principal and Indemnitor, who , ag o change or convert its respective individual, corporate or
partnership status to the exte uch ch as the effect of limiting, reducing or shielding the liability of either the entity
or its partners and/or offi er, t the prior, express, written consent of Company. Should any Indemnitor
so change its respec � orpora art � status without the prior, express, written consent of the Company,
Indemnitor agrees uch change s sta hall not limit, reduce or otherwise shield its obligations, its partners'
and/or officers' obli s, to the Com which arise from this Agreement. The Indemnitors hereby expressly waive as
against Company an all defense hich may arise from such a conversion to an LLC, LLP or similar status.
Indemnitors acknowled t the Co y relies upon the assets reflected in their financial statements in the issuance
of insurance policies, an a no dispose of or transfer said assets, except in the ordinary course of business,
without the prior, express, wri nt of the Company.
Each Indemnitor who is an individual agrees to give the Company written notice of any change in his/her principal
residence within 30 days of the change of address. Each Indemnitor, that is not an individual, agrees not to change its
principal place of business or the state of jurisdiction in which it is incorporated or otherwise organized without also giving
the Company thirty (30) days prior written notice of the proposed change. If the Company has previously filed a Uniform
Commercial Code Financing Statement with respect to such Indemnitor, Indemnitor agrees that the Company may file a
Financing Statement in the new state or jurisdiction.
Indemnitors agree that, at any time, the Company may release any Indemnitor or Indemnitors from this Agreement,
without affecting, reducing or otherwise limiting the obligations of any remaining Indemnitor, and Indemnitors hereby
expressly waive both (a) notice from the Company of any such release, and (b) any defense that may be created in favor
of any remaining Indemnitor as a result of the Company's release of another Indemnitor.
This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations, nor shall the
indemnification reinstate any limit of insurance.
Page 2 of 4

Indemnitors acknowledge and agree that each has a material and beneficial interest in all insurance issued hereunder by
the Company and that each is authorized and empowered by their respective bylaws, charters, membership agreements,
or other organizational documents to execute, deliver and perform their obligations under this Agreement with respect to
all such insurance policies. Indemnitors further represent and warrant that they have obtained all internal corporate and/or
organizational approvals, consents and authorizations necessary to facilitate the execution, delivery and performance of
this Agreement, any amendments hereto, and any other agreement executed.
IN WITNESS WHEREOF, the Indemnitors, intending to be legally bound hereby, represent that they have read and
understood the foregoing provisions, that they freely and voluntarily enter into this Agreement, and they have below set
their hands and affixed their seals, as appropriate, this day of , 20
By signing below each individual executing this Agreement on behalf of a business, and each business entity
executing this Agreement on behalf of another business entity, represents and warrants that he, she or it is duly
authorized by Indemnitor to all of the terms and conditions of this Agreement. �
Indemnitor: Wildlands Engineering, Inc. WITNES� PUBLIC
Address: 312 West Millbrook Rd. Raleigh, NC 27609 (Seal)
SSN/Tax ID No:
Authorized Representative: Title:
e-mail:
(Signature)
Print Name:
My commissions expires:
Page 3 of 4

ENDORSEMENT
This endorsement forms a part of the policy to which it is attached. Please read it carefully.
WILMINGTON DISTRICT AMENDATORY ENDORSEMENT
COMPENSATORY MITIGATION INSURANCE POLICY
In consideration of the premium charged, and notwithstanding anything contained in this policy to the contrary, it is hereby
understood and agreed that the following changes apply:
Section II —DEFINITIONS, the following definition is added:
Umbrella Mitigation Banking Instrument means the legal document prepared, approved, filed, and documented in
compliance with applicable law for the Compensatory Mitigation Projects) scheduled in the Declarations to the policy.
II. Section III —EXCLUSIONS, Item 1. is hereby deleted and replaced with the following:
Any act, event or conditions beyond the Sponsor's reasonable control and significantlyadverselyaffects its abilityto
perform its obligations hereunder including: (i) acts of God, subject to the exceptions contained in Section XII.
Default and Closure, item B. of the Umbrella Mitigation Banking Instrument; lightning, earthquake, fire, landslide,
or interference by third parties; (ii) condemnation or other taking by any governmental body; (iii) change in
applicable law, regulation, rule, ordinance or permit condition, or the interpretation or enforcementthereof; (iv) any
order, judgment, action or determination of any federal, state or local court, administrative agency or government
body; or (v) the suspension or interruption of any permit, license, consent, authorization or approval.
II. Section VI —CONDITIONS, Item 4. RENEWAL, CANCELLATION AND TERMINATION, item (2) is hereby deleted and
replaced with the following:
(2) The Company may cancel the policy by mailing to the Named Insured at the last known address, and the
Authorizing Agency, written notice of not less than One Hundred and Twenty days (120) before such cancellation
shall be effective.
ALL OTHER TERMS AND CONDITIONS OF THE POLICY SHALL APPLY AND REMAIN UNCHANGED.
© 2020 by Berkley Environmental, an affiliate of Nautilus Insurance Company and Great Divide Insurance Company.
All rights reserved.
Page 1 of 1

Appendix 9
Plan Sheets

Cape Fear 05 Umbrella Mitigation Bank
Dudley Mill Pond Mitigation Site
Cape Fear River Basin 03030005
Cumberland County, North Carolina
Project Area
5unn Pines PI
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Stea
Vicinity Map
Not to Scale
PRELIMINARY PLANS
BEFORE YOU DIG! ISSUED FOR IRT MITIGATION
CALL1-800-632-4949
N.C. ONE -CALL CENTER PLAN REVIEW
IT'S THE LAW!
Sheet Index
Title Sheet 0.1
Project Overview 0.2
General Notes and Symbols 0.3
Stream Plan and Profile 1.1-1.17
Additional Grading (not included in this set) 2.1-2.X
Planting Sheets 3.1-3.2
Erosion and Sediment Control Plan (not included in this set) 4.1-4.X
Details
Project Directory
Engineering:
Wildlands Engineering, Inc
License No. F-0831
312 W. Millbrook Rd, Suite 225
Raleigh, NC 27609
Angela Allen, PE, Project Manager
Abigail Vieira, PE, Project Engineer
919-851-9986
Surveying:
AECOM
4016 Salt Pointe Parkway
North Charleston, SC 29405
Richard L. Wooten Jr., PLS
843-767-4602
5.1-5.4
Bank Sponsor:
Wildlands Holding VI, LLC
1430 S. Mint St, Suite 104
Charlotte, NC 28203
704-332-7754
USACE Action ID No. 2016-02160
NCDEQ No:
—'I

�a
vv
0' 200' 400' 600'
(HORIZONTALI
EXISTING 30' DRAINAGE EASEMENT
15' EACH SIDE OF PROPERTY LINE
PLAT BOOK 107 PG 139
PARCELI2
OWNED BY
LIEBURN RALPH
&WIFE
SHELBY F. STRICKLAND, LIFE ESTATE
TMS O474-52-5114
PARCEL 13
DEED BOOK 5626 PG 0530
OWNED BY
PLAT BOOK 0105 PG, 0107
LIEBURN RALPH
&WIFE
SHELBY F. STRICKLAND
TMS O474-51-8520
I
PARCEL 11 DEED BOOK 4679 PG 0891
OWNED BY BEGIN T1 pLAT BOOK 0066 PG, 0043
RACHEL LEQUITA STINSON, HEIRS (RESTORATION)
TMS O474-52-1580 � STA. zoo+oo
DEED BOOK 5871 PG 0278 �
PLAT BOOK 0107 PG, 0122 T1 _ � .,
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OWNED BY \ 1
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SHELBY F. STRICKLAND
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DEED BOOK 5632 PG 0600
PLAT BOOK 0087 PG, 0021 �
PARCEL 9
OWNED BY BERTIE N. JESSU
TMS O474-34-6109
DEED BOOK 3740 PG, 0681
PLAT BOOK 0061 PG, 052/
BEGIN CEDAR CREEK
REACH 1 (RESTORATION)
STA. 100+00
� \ ��
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END Tl
(RESTORATION)
STA. 200+86
I
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PARCEL 7
OWNED BY
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I TMS 474-32-8389
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� PLAT BOOK 0105 PG 174
PARCEL 8
TMS O474-33-6022 I
SEE TABLE I
PARCELI4 —
TMS O474-SO-9537
SEE TABLE
JOHN HALL RD.
BEGIN T2
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—PARCEL 15
TMS O474-SO-9359
SEE TABLE
PARCELI6
TMS O474-SO-9263
SEE TABLE
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TMS O473-59-8967
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— — PARCEL 19
TMS O473-59-3982
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� (RESTORATION)
PARCEL 1
STA. 313+az
OWNED BY
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PLAT 0107, PG 0139BOOK
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I
CATERWAUL DR.
END CEDAR CREEK
REACH 2 (RESTORATION)
STA. 161+61
PARCEL20
TMS O473-49-3080
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�/ PARCEL 21
� � TMS O473-48-2954
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TMS O473-38-6323
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(To be included with final plans.)
Existing Features
EXISTING PROPERTY BOUNDARY
a/w
EXISTING NCDOT RIGHT-OF-WAY
-----540-----
EXISTINGS'MAJORCONTOUR
EXISTING 1' MINOR CONTOUR
—
— EXISTING THALWEG
TOB
EXISTING TOP OF BANK
EXISTING EDGE OF PAVEMENT
x
EXISTING FENCE
E E
EXISTING STORMWATER EASEMENT
OHE OHE
EXISTING UTILITY
EXISTING TREE LINE
EXISTING TREE
EXISTING STORMWATER PIPE
� �
EXISTING WETLAND
Construction Sequence
(To be included with final plans.)
Proposed Features
—CECE—
PROPOSED CONSERVATION EASEMENT
io+o
PROPOSED STREAM ALIGNMENT
— — —
PROPOSED BANKFULL
54
PROPOSED 5' MAJOR CONTOUR
PROPOSED 1' MINOR CONTOUR
CR-NM
PROPOSED NATIVE MATERIAL RIFFLE
SEE DETAIL 1, SHEET 6.1
CR-ALR
PROPOSED ANGLED LOG RIFFLE
SEE DETAIL 3, SHEET 6.1
cR-wo
PROPOSED WOODY RIFFLE
SEE DETAIL 2, SHEET 6.1
��
PROPOSEDLUNKERLOG
SEE DETAIL 2, SHEET 6.3
/
PROPOSED LOG J-SILL WITH LUNKER STRUCTURE
SEE DETAIL 3, SHEET 6.3
PROPOSED LOG SILL
�
SEE DETAIL 1, SHEET 6.2
PROPOSED BOULDER SILL
�
SEE DETAIL 2, SHEET 6.2
PROPOSED LOG SILL WITH ROOT WAD
Q=====C-��
SEE DETAIL 3, SHEET 6.2
PROPOSED LOG VANE
�/
SEE DETAIL 4, SHEET 6.2
PROPOSED BRUSH TOE
SEE DETAIL 1, SHEET 6.3
PROPOSED CHANNEL PLUG
SEE DETAIL 4, SHEET 6.3
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PROPOSED 3'1 2'L
GRADE
10.75'
CEDAR CREEK -REACH 1
TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL
STA:100+00 TO 130+19 STA:100+00 TO 130+19
SCALE: 1" = 4' SCALE: 1" = 4'
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f
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III O.
GRADE
CEDAR CREEK -REACH 1
TYPICAL SECTION: POOL WITH STRUCTURE
STA:100+00 TO 130+19
SCALE: 1" = 4'
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PROPOSED
ZSI Dmax=2.2' 25;1 BANKFULL
PROPOSED
GRADE 9.1�
CEDAR CREEK-REACHI
109+50 110+00 110+50
BANKFULL WIDTH = 25.1'
TOP OF BANK 10.8' 7.1' 7.2' -
- — — — — —r
Dmax = 3.6'
PROPOSED 3;1 2'1
GRADE
10.75'
CEDAR CREEK -REACH 1
111+00 111+50 112+00
ROPOSED
TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL
STA:100+00 TO 130+19 STA:100+00 TO 130+19
SCALE: 1" = 4' SCALE: 1" = 4'
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it
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— _ _ . � �'', �'', ��� _ �� � � � � � � I � '''�,,
TOP OF BAN
112+50
BANKFULL WIDTH = 25.1' 2 1'
20.T I - � � 2.3'
Dmax�= 4.6'
PROPOSED
GRADE
CEDAR CREEK -REACH 1
TYPICAL SECTION: POOL WITH STRUCTURE
STA:100+00 TO 130+19
SCALE: 1" = 4'
3.35'
BANKFULL

o.
� ��,,
- ��
� � � �
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105
100
95
91
112+50 113+00 113+50
BANKFULL WIDTH = 18.2'
TOP OF BANK S.5' 7.2' S.S'
PROPOSED
ls1 Dmax=2.2' 25;1 BANKFULL
PROPOSED
GRADE 9.1�
CEDAR CREEK-REACHI
O
m�
M
M
v�
M
v1Di
m
n
m
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_—_-1.3%
_
_ _
-0.1%
PROPOSED
BANKFULL
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_
_
-0.5%
-1.5%
-1.2%
-0.9%
GRADE
PROPOSED
�
M
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M
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+
pip
M
+
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+
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+
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F
VI
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TYPICAL SECTION: RIFFLE
STA:100+00 TO 130+19
SCALE: 1" = 4'
114+00 114+50 115+00
BANKFULL WIDTH = 25.1' -
TOP OF BANK 10.8' 7.1' -
- — — — — —r —
3.1 Dmax = 3.6'
PROPOSED
GRADE
��" �� �Os�-' � � � ��
I � � �� � � � � � �
I -�-_ �
--
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--- � �
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115+50 116+00
— 7 2' TOP OF BAN
PROPOSED
105
100
95
0' 2' 4' 6'
(VERTICAL)
0' 20' 40' 60'
(HORRONTAL)
Z�
91
116+50 117+00
BANKFULL WIDTH = 25.1' 2 1'
20.7' 2.3'
f
PROPOSED 4.5:1 Dmax = 4.6' h
III O.
GRADE
10.75'
CEDAR CREEK -REACH 1 CEDAR CREEK -REACH 1 3.35'
TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE
STA:100+00 TO 130+19 STA:100+00 TO 130+19
SCALE: 1" = 4' SCALE: 1" = 4'
,. - �� � � �
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BANKFULL

o.
105
100
95
90
117+00 117+50
BANKFULL WIDTH = 18.2'
TOP OF BANK S.5' 7.2' S.S'
PROPOSED
ls1 Dmax=2.2' 25;1 BANKFULL
PROPOSED
GRADE 9.1�
n�
+
oo
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-0.7%
-0.5%
PROPOSED
GRADE
n
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118+00 118+50
TOP OF
PROPOSED
GRADE
119+00 119+50
BANKFULL WIDTH = 25.1' —
10.8' 7.1'
Dmax�3.6'
— 7.2' -
120+00 120+50
ROPOSED
121+00
TOP OF BANK
PROPOSED
GRADE
0' 2' 4' 6'
(VERTICAL) (�
105 Q �
0' 20' 40' 60' ry
(HORRONTAL) � � w � N � u.
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100
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95
90
121+50
BANKFULL WIDTH = 25.1' 2 1'
— 20.7' 2.3'
Dmax�= 4.6'
10.75'
CEDAR CREEK -REACH 1 CEDAR CREEK -REACH 1 CEDAR CREEK -REACH 1
TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE
STA:100+00 TO 130+19 STA:100+00 TO 130+19 STA:100+00 TO 130+19
SCALE: 1" = 4' SCALE: 1" = 4' SCALE: 1" = 4'
\ � � � �
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105
100
95
90
121+50 122+00
BANKFULL WIDTH = 18.2'
TOP OF BANK 5.5' 7.2' S.5'
PROPOSED
ls1 Dmax=2.2' 25;1 BANKFULL
PROPOSED
GRADE 9.1�
m In
N In
c+-1 �
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BANKFULL
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-0.4%
-0.3%
I
I
/
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PROPOSED
GRADE
I
I
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ti
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122+50 123+00 123+50 124+00
BANKFULL WIDTH = 25.1'
TOP OF BANK 10.8' 7.1' 7.2' -
- — — — — —r
Dmax = 3.6'
PROPOSED 3;1 21
GRADE
10.75'
CEDAR CREEK -REACH 1 CEDAR CREEK -REACH 1
124+50 125+00
ROPOSED
TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL
STA:100+00 TO 130+19 STA:100+00 TO 130+19
SCALE: 1" = 4' SCALE: 1" = 4'
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TOP OF BAN
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125+50 125+g0
BANKFULL WIDTH = 25.1'
2 1'
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2.3'
f
4.5:1
Dmax
= 4.6'
h
PROPOSED
O.
GRADE
III
CEDAR CREEK -REACH 1
r— 3.35'
TYPICAL SECTION: POOL WITH STRUCTURE
STA:100+00 TO 130+19
SCALE: 1" = 4'
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100
95
90
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BANKFULL
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-0.2%
-0.9%
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PROPOSED
GRADE
I
I
I
I
I
In y
� m
�
m
a
m
N rn
m
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+
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VI
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t~/1
1~/1
125+80 126+00 126+50 127+00 127+50 128+00 128+50 129+00 129+50
BANKFULL WIDTH = 18.2' BANKFULL WIDTH = 25.1'
TOP OF BANK 5.5' 7.2' S.5' TOP OF BANK 10.8' 7.1' 7.2' TOP OF BANK -
PROPOSED
2g Dmax=2.2' S;1 BANKFULL � PROPOSED
PROPOSED '1 2' Dmax=3.6' BANKFULL
GRADE PROPOSED 3;1 21
9.1'
GRADE
10.75'
CEDAR CREEK -REACH 1 CEDAR CREEK -REACH 1
TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL
STA:100+00 TO 130+19 STA:100+00 TO 130+19
SCALE: 1" = 4' SCALE: 1" = 4'
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PROPOSED
GRADE
0' 2' 4' 6'
(VERTICAL) (�
105 Q �
0' 20' 40' 60' ry
(HORRONTAL) � � w � N � u.
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90
130+00 130+20
BANKFULL WIDTH = 25.1' 2 1'
20.T I - � � 2.3'
Dmax= 4.6'
CEDAR CREEK -REACH 1
TYPICAL SECTION: POOL WITH STRUCTURE
STA:100+00 TO 130+19
SCALE: 1" = 4'
� � �' II � � �,°�� ,
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BANKFULL

o.
100
95
90
B7
1
TOP OF BANK
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GRADE
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00
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30+20 130+50 131+00
BANKFULL WIDTH = 16.3'
5' � 6.3' _ _ _ 5_—
v
Dmax = 2'
CEDAR CREEK-REACH2
TYPICAL SECTION: RIFFLE
STA:130+19 TO 151+61
SCALE: 1" = 3'
8.15'
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STA.130+19
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131+50 132+00 132+50 133+00 133+50
TOP OF BAN BANKFULL WIDTH = 22.2'
9' 7 2' 6' TOP OF BANK
POSED f PROPOSED
KFULL PROPOSED Dmax = 3' BANKFULL PROPO
GRADE 3�1 I '11 GRADE
0' 2' 4' 6'
(VERTICAL)
0' 20' 40' 60'
(HORRONTAL)
100
'v
95
90
67
134+00 134+50 134+70
BAN KFU LL W I DTH = 22.2'
— — — — 17-1 — — — —
3.2' 1.9'
PROPOSED
Dmax=3.S' �. BANKFULL
9.6' � _L_
CEDAR CREEK -REACH 2 CEDAR CREEK -REACH 2
TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE
STA: 130+19 TO 151+61 STA: 130+19 TO 151+61
SCALE: 1" = 3' SCALE: 1" = 3'
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GRADE
o.
100
95
90
86
134+70 135+00
BANKFULL WIDTH = 16.3'
5' _ _ 6.3' _ _ _ 5_
\Dmax = 2'
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135+50 136+00 136+50 137+00 137+50 138+00
TOP OF BAN BANKFULL WIDTH = 22.2'
9' 7 2' 6' TOP OF BANK
PROPOSED - - - - - - - I - - - - -
BANKFULL PROPOSED
PROPOSED Dmax = 3' BANKFULL PROPO
GRADE 3�1 I '11 GRADE
0' 2' 4' 6'
(VERTICAL) (^^�
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zZ N$�`��
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2
95
90
86
138+50 139+00
BANKFULL WIDTH = 22.2'
_ _ _ _ 17-1 - - - -
3.2' 1.9'
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9.6' �
_L_
CEDAR CREEK -REACH 2
CEDAR CREEK -REACH 2
CEDAR CREEK -REACH 2
TYPICAL SECTION: RIFFLE
TYPICAL SECTION: SHALLOW POOL
TYPICAL SECTION: POOL WITH STRUCTURE
STA:130+19 TO 151+61
STA:130+19 TO 151+61
STA:130+19 TO 151+61
SCALE: 1" = 3'
SCALE: 1" = 3'
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TOP OF BAN
PROPOSED
GRADE
100
95
90
85
84
139+00 139+50
BANKFULL WIDTH = 16.3'
5' � 6.3' _ _ _ 5_
Dmax = 2' /,
00
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140+00 140+50 141+00 141+50 142+00 142+50
TOP OF BAN BANKFULL WIDTH = 22.2'
9' 7 2' 6' TOP OF BANK
_PROPOSED I PROPOSED
BANKFULL PROPOSED Dmax = 3' BANKFULL PROPO
GRADE 3�1 I '11 GRADE
100 0' 2' 4' 6'
(VERTICAL) (^^�
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0' 20' 40' 60' ry
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84
143+00 143+50
BAN KFU LL W I DTH = 22.2'
— — — — 17-1 — — — —
3.2' 1.9'
PROPOSED
Dmax=3.8' �. BANKFULL
9.6' � _L_
CEDAR CREEK -REACH 2 CEDAR CREEK -REACH 2 CEDAR CREEK -REACH 2
TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE
STA:130+19 TO 151+61 STA:130+19 TO 151+61 STA:130+19 TO 151+61
SCALE: 1" = 3' SCALE: 1" = 3' SCALE: 1" = 3'
;'�
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TOP OF BAN
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95
90
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143+50
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BANKFULL WIDTH = 16.3'
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= 2'
I 25'•
8.15'
144+50 145+0
TOP OF BAN
POSED
KFULL PROPOSED
GRADE
0 145+50
146+00
BANKFULL WIDTH = 22.2'
9' 7.2' 6' -
- — — — — — Dma� = g� — — —�
9.6'
146+50 147+00
TOP OF BANK
_PROPOSED
BANKFULL PROPO
GRADE
95
90
85
82
147+50 147+g0
BAN KFU LL W I DTH = 22.2'
17-1 — — — —
0' 2' 4' 6'
(VERTICAL)
0' 20' 40' 60'
(HORRONTAL)
�� �
3.2' 1.9'
PROPOSED
Dmax=3.8' �. BANKFULL
CEDAR CREEK -REACH 2 CEDAR CREEK -REACH 2 CEDAR CREEK -REACH 2
TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL TYPICAL SECTION: POOL WITH STRUCTURE
STA:130+19 TO 151+61 STA:130+19 TO 151+61 STA:130+19 TO 151+61
SCALE: 1" = 3' SCALE: 1" = 3' SCALE: 1" = 3'
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PROPOSED
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95
90
85
BD
147+80 148+00
BANKFULL WIDTH = 16.3'
S' — — 6.3' — — — 5_
\Dmax = 2'
S I I 25'•
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—
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8.15'
148+50 149+00 149+50 150+00 150+50 151+00
TOP OF BAN BANKFULL WIDTH = 22.2'
9' 7 2' 6' TOP OF BANK
PROPOSED — — — — — — — I — — — — —
BANKFULL PROPOSED
PROPOSED Dmax = 3' BANKFULL PROPO
GRADE 3�1 I '11 GRADE
CEDAR CREEK-REACH2 CEDAR CREEK-REACH2
TYPICAL SECTION: RIFFLE TYPICAL SECTION: SHALLOW POOL
STA:130+19 TO 151+61 STA:130+19 TO 151+61
SCALE: 1" = 3' SCALE: 1" = 3'
I p
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it � � ___ __�—. � � � � �� TO BE REMOVED I
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80
151+50 151+70
BANKFULL WIDTH = 22.2'
— — — — 17-1 — — — —
3.2' 1.9'
Dmax=3.8'
CEDAR CREEK -REACH 2
TYPICAL SECTION: POOL WITH STRUCTURE
STA: 130+19 TO 151+61
SCALE: 1" = 3'
'� , �,, , Y � _ _
�' �'�, _`END CEDAR CREEK
- - ^=- =�." REACH 2 (RESTORATION)
I+ � •�_ _STA. 151+61 ',
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105
O
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100
98
BANKFULL WIDTH = 6.8'
TOP OF BAN 2' 2.8' 2'
PROPOSED Dmax = 0.8' PROPOSED
GRADE 2'S'I 2•`'1 BANKFULL
3.4'
T1
TYPICAL SECTION: RIFFLE
STA:200+00 TO 200+86
SCALE: 1" = 2'
EXISTING
GROUND
PROPOSED BANKFULL
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GRADE
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a -I
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00 N
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200+50
BANKFULL WIDTH = 9.3'
TOP OF BAN 3.9' 2.8' 2.6'
PROPOSED
PROPOSED 3.p:1 Dmax=1.3' ZO;1 BANKFULL
GRADE
4'
T1
TYPICAL SECTION: SHALLOW POOL
x
ti�5� o�
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i BEGIN T1 x
i (RESTORATION)
i STA.200+00
i
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REMOVE EXISTING FENCE
WITHIN CONSERVATION EASEMENT
x
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SCALE: 1" = 2'
T1
FILL EXISTINCG////�
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105
O
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100
98
200+g6
0' 1' 2' 3'
(VERTICAL)
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(HORRONTAL)
'Y
BANKFULL WIDTH=9.3' 08'
TOP OF BANK--� _ _ 7.65' _ _ _ -� 0.85'
BANKOFULDL \ Dmax 1.7' „�
PROPOSED 4•S:1 h.
GRADE o'
1.25'
T1
TYPICAL SECTION: POOL WITH STRUCTURE
STA:200+00 TO 200+86
SCALE: 1" = 2'
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300+00 300+50 301+00 301+50 302+00 302+50 303+00 303+50 304+00 304+50 304+70
BANKFULL WIDTH = 19.2' BANKFULL WIDTH = 19.2'
BANKFULL WIDTH =14' g.7� 4.7' S.8' 15.76' - 1.7 1.75'
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TOP OF BANK — — — — } — — — — — — — — — — — — -
- — — — — — PROPOSED I PROPOSED PROPOSED PROPOSED
PROPOSED PROPOSED GRADE BANKFULL � BANKFULL
Dmax = 1.8' Dmax = 2.9' GRADE ti
GRADE IS;1 ZS'1 BANKFULL 3;1 �,:1 4S•1 Dmax=3.5' O•
T2 7 8.15'
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SCALE: 1" = 3' STA: 300+00 TO 313+82 STA: 300+00 TO 313+82
SCALE: 1" = 3' SCALE: 1" = 3'
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110 0' 2' 4' 6'
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95
95
94
94
304+70 305+00
305+50 306+00
306+50
307+00
307+50
308+00
308+50
309+00 309+30
BANKFULL WIDTH = 19.2'
BANKFULL WIDTH = 19.2'
BANKFULL WIDTH =14'
TOP OF BANK
g,7� 4.7'
S.8'
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15.75' - 1.7 1.75'
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—
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-
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GRADE
ZS'1
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7
T2
8.15'
TYPICAL SECTION: RIFFLE
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STA: 300+00 TO 313+82
TYPICAL SECTION: SHALLOW
POOL
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SCALE: 1" = 3'
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BANKFULL WIDTH = 19.2'
BANKFULL WIDTH = 19.2'
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TOP OF BANK
g.7� 4.7' S.8'
TOP OF BANK 15.75' - 1.7 1.75'
TOP OF BANK
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-
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- - - - - -
PROPOSED
I
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Dmax=3.5'
GRADE
ZS'1
4S•1 O•
7
T2
8.15'
TYPICAL SECTION: RIFFLE
T2
T2 2.6'
STA: 300+00 TO 313+82
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TYPICAL SECTION: POOL WITH STRUCTURE
SCALE: 1" = 3'
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STA: 300+00 TO 313+82
SCALE: 1" = 3'
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Zone 1-Stream bank Planting Zone -Cedar Creek & T2
(See Detail 2, Sheet 6.4)
Zone 2 -Stream bank Planting Zone - T1
(See Detail 2, Sheet 6.4)
Zone 3 - Floodplain and Wetland Planting Zone
(See Detail 1, Sheet 6.4)
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FOR LENGTH OF RIFFLE
HEAD OF RIFFLE LOCALLY MINED PEA
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GRAVEL/COBBLE MIXTURE
ELEVATION POINT
Q �
TOP OF BANK (TYP)
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PER PROFILE
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A A'
GLIDE RIFFLE RUN
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RIFFLE BOTTOM FLOW I �,
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WIDTH PER �r� ,�? a
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SEE NOTE 3 FOR DEPTH
TYPICAL SECTIONS
THALWEG 0.1-0.2' DEEPER
� M
A
A'
OF RIFFLE MATERIAL
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PROVIDE LOW FLOW PAO H
Profile
A -A'
TOE OF SLOPE (TYP)
B' TOP OF BANK (TYP)
REMAINDER OF ROCK
RIFFLE BOTTOM
3" TO 6" DIAMETER WOODY
TO RIFFLE ELEVATION
FLOW
y�
WIDTH PER
DEBRIS WORKED INTO RIFFLE
3" TO 6" BRUSHY MATERIAL
THALWEG HEAD OF �� �
TYPICAL SECTIONS
SUBSTRATE, PREDOMINANTLY
PERPENDICULAR TO FLOW MICRO POOL HABITAT TOP OF BANK
WORKED INTO ROCKY SUBSTRATE
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RIFFLE ELEVATION roe of stoPe (TYP)
DOWNSTREAM OF LARGE ��� i i�
WOODY DEBRIS ���%� �����i,
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POINT PER PROFILE
POINT PER PROFILE
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Plan VI2W
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TOP OF BANK (TYP)
LOCALLY MINED PEA
/� e /
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'O ,��
THALWEG 0.1-0.2' DEEPER B
GRAVEL/COBBLE MIXTURE
TOE OF SLOPE
%�, � � � � � �; � > ABOVE FINISHED
MAX 3" PROTRUSION
�S1oJ
G
THAN REST OF RIFFLE TO
MICRO POOL HABITAT DOWNSTREAM REMAINDER OF ROCK
RIFFLE ELEVATION
PROVIDE LOW FLOW PATH Plan View
THALWEG 0.1-0.2' DEEPER
OF LARGER WOODY DEBRIS TO RIFFLE ELEVATION
ANCHOR 5'
TOP OF BANK (TYP)
3" TO 6" DIAMETER WOODY
INTO STREAM
Section B-B'
PROVIDE LOW FLOW PATH
DEBRIS WORKED INTO RIFFLE SUBSTRATE
BANK
,�,�
� ��
TOP OF BANK (TYP)
`%
�-
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RIFFLE MATERIAL TO EXTEND
HEAD OF RIFFLE
TAIL OF RIFFLE
�� � � l� 3" UP TOE OF BANK AT
�\����!��!��f
GLIDE RIFFLE
' ii i��i�`',� �° s � RUN
NOTES:
ADEPTHOF4"
i�i�i���i .f,.r=.a
��� �� ������
������`�������������� �� �
.���, �� SEE NOTE FOR DEPTH
�������;
1. WOOD SHALL COMPRISE 20% TO 50% OF THE RIFFLE SURFACE
NOTES:
S' MIN WOVEN OF RIFFLE MATERIAL
AREA.
Section
B-B'
FILTER FABRIC
2. BRUSH SHOULD BE PLACED PERPENDICULAR TO CHANNEL UP TO A
(�
1. RIFFLE MATERIAL MASHED INTO
LAYER OF WOOD
15°ANGLE DOWNSTREAM.
BANK AND OVERLAPS MATTING.
3. ANY MATERIAL GREATER THAN 1" DIAMETER THAT IS NOT
.�
2. RIFFLE MATERIAL SHALL CONSIST
Profile A -A'
PERPENDICULAR TO THE CHANNEL SHALL BE INSTALLED SUCH THAT
� Q
OF LOCALLY MINED PEA
THE EXPOSED END IS POINTING DOWNSTREAM.
�
GRAVEL/COBBLE MATERIAL
4. WOODY MATERIAL SHOULD NOT PROTRUDE GREATER THAN 3"
� f�
RANGING IN SIZE FROM SAND
AND FINES TO CLASS A STONE �
Native Material Riffle
CR-NM
CR-WD WOOd Riffle
ABOVE RIFFLE BED.
5. BRUSH CUTTERS OR OTHER DEVICE MUST BE USED TO ENSURE
O U
EQUIVALENT. 5.1
Not to Scale
2
S.1 Not Scale
PROTRUSION LIMITED TO TOLERANCE IN NOTE 2.
fC$ .N
3. DEPTH OF RIFFLE FOR CEDAR
to
6. IF NECESSARY, QUARRY ROCK OF SIMILAR SIZE MAYBE
bA �
CREEK & T2 = 12", T1 = 6".
SUBSTITUTED.
ti
�
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�
�
F-I
BURY
INTO BANK 3' MIN. (TYP) A
� Q
3
56° TO 65°
,� (,�
THALWEG
o
LOCALLY MINED PEA �
(TYP)
.'�..i
�
NORMAL WATER
BANKFULL
�
TOP OF BANK
FL�O � SURFACE
GRAVEL/COBBLE MIXTURE
~
0.5' MAX.
<�
i-i
�
�
12" DIAMETER OR
,�
�
GREATER (TYP)
� -
�%i i� yi ��n , nn2��.� ��` 0. �
i
��
....,e�eCc����,.1
5' MIN. � WOVEN
HERBACEOUS PLUG (TYP)
U
(NP) FILTER FABRIC
Profile View A -A'
LOCALLY MINED PEA
GRAVEL/COBBLE MIXTURE
EXCAVATE SMALL POOLS �
1/2 TO 2/3
0.3' IN DEPTH DOWNSTREAM ����
OF IMBEDDED LOGS
TOE OF BANKFULL
'
SLOPE TOP OF BANK
��
�i%ice
2%-4� �l
/\\
�
B
THALWEG 0.1-0.2' DEEPER
� �
THAN REST OF RIFFLE TO
3' MIN. 3' MIN. OR TO
` �
PROVIDE LOW FLOW PATH
(TYP) Log Section B-B' BANKFULL ELEVATION, .�
�
WHICHEVER IS
GREATER. (TYP)
`
HERBACEOUS PLUG (TYP) �\
a
A' B'
�p
PLACE LOG AT END OF RIFFLE
� N > 3 dZ
�¢
,�
WHERE THERE IS A DROP OVER
� �
DOWNSTREAM POOL.
Plan View
� /�•
NOTES:
� J
Angled Lod Riffle
1. MINIMUM THREE LOGS PER STRUCTURE.
5.1 Not to Scale
g _5
� � � '�
2. JUNCUS PLUGS TO BE PLACED DOWNSTREAM OF
z � � � v
EACH LOG ON LOW SIDE AT TOE OF SLOPE.
6 � a c �

10° - 15'
SILL ELEVATION
PER PROFILE (TYP)
FLON
BACKFILL
NOTES:
1. USE MINIMUM 12" DIAMETER LOGS.
2. ONE 24"-30" LOG MAYBE USED IN PLACE OF TWO 12" LOGS
3. LOG IS TO BE AT GRADE IN CENTER OF CHANNEL.
4. JUNCUS PLUGS TO BE INSTALLED ATTOE OF SLOPE UP AND
DOWNSTREAM OF LOG DROP ABUTTING LOG
SILL ELEVATION
PER PROFILE (TYP) �
FLOW
LOCALLY MINED PEA
GRAVEL/COBBLE MIXTURE
LOCALLY MINED PEA
GRAVEL/COBBLE MIXTURE
TO DEPTH OF FOOTER LOG
EXCAVATE BANK AROUND
POOL25% OFBANKFULL
SILL ELEVATION
`PER PROFILE
FI rnni / EXCAVATED
SCOUR POOL
FILTER FABRIC
. UPSTREAM
SOD MAT
OG -SEE NOTE FOR LOG SIZE
OG -SEE NOTE FOR LOG SIZE
Section A - A' -FACING DOWNSTREAM
1 An led Lo Sill
5.2 Not to Scale
EXTEND FILTER
FABRIC 5' MIN.
UPSTREAM
Profile A -A'
SEE NOTE 1 FOR LOG SIZ SILL ELEVATION PER PROFILE
FLOW
LOCALLY MINED PEA ,"�
GRAVEL/COBLE MIXTURE
ITOP OF BANK (TYP) POOL LENGTH PER PROFILE
I STREAM BED
POOL DEPTH PER PROFILE
TOE OF SLOPE (TYP1 „ �� ,, ,a �,
W�
�y.W
Plan View
NOTES:
1. LOG DIAMETER SHALL BE 12" AT A MINIMUM.
2. ON STREAMS WITH BOTTOM WIDTH LESS THAN 5',
BRUSH SHOULD BE USED IN PLACE OF ROOT WAD.
BRUSH SHOULD BE EMBEDDED ATA MINIMUM OF 3'
INTO BANK.
I � � WOVEN FILTER FABRIC
EXTEND FILTER FABRIC
EXCAVATE BANK AROUND S' MIN. UPSTREAM
POOL25% OFBANKFULL
WIDTH AND INSTALL SOD MAT Section A -A'
ROOT WAD
RIFFLE BOTTOM WIDTH
SOD MAT PER TYPICAL SECTIONS
SILL ELEVATION
PER PROFILE (TYP)
��,,,,. , �ti ,
0.2'
SEE NOTE 1 FOR LOG SIZE
EMBED LOG EMB
5' (MIN.) S' (MIN.)
Section B - B'
B Lo Sill With Root Wad
5.2 Not to Scale
EMBED
INTO BAI
a
� �
LOCALLY MINED
COBBLE/GRAVEL MATERIAL
SIMILAR IN SIZE TO ABC,
CLASS A AND CLASS B MIX.
FILTER FABRIC
TOP OF BANK SILL ELEVATION
PER PROFILE
������� �
��
2' MIN,
IF FOOTTERED
i
Section B-B'
Z "' 3
m o 0
oHk Hu�uHHH„
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A
I '� E
B' I J//
A'
HERBACEOUS PLUG POOL
SILL ELEVATION
PER PROFILE
2 Boulder Sill
S.2 Not to Scale
BACKFILL (LOCALLY MINED
PEA GRAVEL/COBBLE MIXTURE)
SEE NOTE 1
FOR LOG SIZE
EXCAVATE POOL
PER PROFILE
HERBACEOUS PLUG
�HEADER ROCK
FOOTER ROCK
EMBED 5'
INTO
BANK (NP)
cti
'"
�
O
NOTES:
1. REFER TO TABLE FOR SILL MATERIAL
�
SIZING.
,C,
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U
2. FOOTERS NOT NECESSARY IF ROCK IS
CLASS 2 OR GREATER (TRIBUTARIES
fC$
.N
ONLY).
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V
'�
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HEADER LOG
�
i�
FOOTER LOG
'�
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U
— WOVEN FILTER FABRIC
FILTER FABRIC
. UPSTREAM
INVERT ELEVATION
PER PROFILE TOP OF BANK
FLOW 2 4%SLOPE
TOE OF
SLOPE SEE NOTE FOR
HEADER LOG LOG SIZE
FOOTER LOG
Profile B - B'
Plan View
Lo Vane NOTES:
4
5.2 Not to Scale 1. LOG DIAMETER SHALL BE 12" AT A MINIMUM.
2. LENGTHS OF LOGS MAY VARY. IN GENERAL, VANE WILL
START AT TAIL OF RIFFLE AND ANGLE DOWNSTREAM
AT 20°-30° HORIZONTALLY AND 2-4% VERTICALLY UNTIL
IT EMBEDS S' INTO OUTER MEANDER BEND. o
�1�1�16
r
N
u J

�/
ELEV. 0.3' ABC
DO W NSTREI
RIFFLEINVE
.L
EROSION CONTROL MATTING
TOP WITH SOD MAT IF AVAILABLE TOP OF BANK BANKFULL
/ //A/jA/A/� /�
/�\ �\\/`
JSELY PACKED BRUSH, WOODY DEBRIS AND SOIL ��/\\�/jam//�/
\�
TOE OFSLOPE // //��%/��%�A�
/`.�/iv//. /..
>
✓�
ELEV. 0.5' BELOW � "�"�� '���
POOL DEPTH
NATIVE SOIL
Section A -A'
NOTES:
1. OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL).
2. INSTALLA LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL
CONSIST OF SMALL BRANCHES AND ROOTS COLLECTED
ON -SITE. LIGHTLY COMPACT BRUSH/WOODY DEBRIS LAYER.
3. BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY
PARALLEL AND IS INSTALLED POINTING SLIGHTLY
UPSTREAM.
4. LAY EROSION CONTROL MATTING OVER BRUSH/WOODY
LAYER.
S. INSTALL EARTH BACKFILL OVER MATTING ACCORDING TO
TYPICAL SECTION DIMENSIONS.
6. WRAP MATTING AROUND COMPACTED SOIL AND
STABILIZE.
7. TRIM BRUSH SUCH THAT IT IS FLUSH WITH BANK.
8. TOP MATTING WITH SOD MAT IF SOD MAT AVAILABLE.
TC
Ll.
F�
BACKFILL BEHIND LOG:
� WITH SALVAGED ONSITI
3 COBBLE/GRAVE
BED MATERIA
[nnT
1 Brush Toe
5.3 Not to Scale
I CR �H6 Rll.
SOIL BACKFILL
LOG SILL
ANCHOR
OPPOSn
LOG SILL INVERT ELEVATION
PER PROFILE
FL(
NOTES:
3 Log J-Sill with Lunker Structure
` 1.
MINIMUM 12" DIAMETER LOG
5'3
2.
FOOTER LOG NOT NEEDED IF LOG SILL IS 24" OR GREATER
Not to Scale
3.
WHEREVER POSSIBLE, USE SOD MATS ABOVE STRUCTURE
` 4.
IF SOD MAT UNAVAILABLE, USE SOIL LIFT WITH COIR FIBER
MATTING
Plan View
OL MATTING
'ACKED WOODY DEBRIS
MATERIAL TO BE
.LED FLUSH WITH BANK
�r
iXCAVATE POOL
'ER PROFILE
EMBED
5' INTO
BANK
►����
COMPACT ANY BACKFILL
IN OVER -EXCAVATED
PORTION OF BANK
COVER LOG
FOOTERLOG
BURIED 6' BELOW -
MAX POOL DEPTH
WOVEN FILTER FABRIC
Plan View
2 Lunker Log
5.3 Not to Scale
�1'
USE SOD MAT WHEREVER AVAILABLE
TOP OF COVER LOG TO BE PLACED
0.3' ABOVE DOWNSTREAM RIFFLE
TRANSPLANT/
BRUSH TOE
O H A N N E L
�O
05
0
e
Q-
a
III j�\ j� \�/�i/\ j �\�
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A I I I I I' 111 � ���/ j/������ A�
FLOyy I I III I I :. iA��, vA i / /�A
I I I 1 1 1 1 'ABANDONED ��/�%�
I I I I I I I I) �/\\
I I I I I I I I I ,CHANNEL \/ �/
I I I I I I I I I I I�\� /�/\% \\/ �
I I I I I I I I I I I I %\\% \\/ /\/\\\�
I I I I I I I I I I I I I I I�/\/i\/i\\\ \\\�\i\
Plan View
EROSION CONTROL MA COMPACTED SELECT
MATERIAL
SIDE SLOPE PER I I 1 1 I I I I I I1E\\� \\� �\/
TYPICAL SECTION I I I 11I I I 11 I I 11I I I �' \�\\\, �
IIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIII �\�
I IIIIIIIIIIIIIIIIIIIII �
IIIIIIIIIIIIIIIIIIIIIII I\ �
IIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIII
I IIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Section A -A'
4 Channel Plug
5.3 Not to Scale
Q
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av°�`d
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oz�v
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AZ
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3
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NOTES:
'"
(J�
O
i�
1. USE MINIMUM 12" DIAMETER LOGS.
�
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U
2. WHEREVER AVAILABLE, USE SOD MATS
ABOVE LUNKER LOG.
�
�
3. IF SOD MAT UNAVAILABLE, USE A SOIL
l,,,l
LIFT WITH COIR FIBER MATTING
�
0
�z
o�
�'
u
i-y
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CHANNEL BACKFILL
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y
6'°.acr5

BUFFER WIDTH
DIBBLE BAR
Q
`�
VARIES
rr��
f" Z
N 'i.° � o
BANKFULL
PLANTING BAR SHALL HAVE A
BLADE WITH ATRIANGULAR
CROSS-SECTION, AND SHALL BE 12
NOTES:
� rc
�� a w
a a � u"
o 'z � z
INCHES LONG, 41NCHE5 WIDE AND
1. ALL SOILS WITHIN THE BUFFER
Z
a ,r�'.°: m
�
�
���� �
� � � � RESTORED �� �
����
� ���
11NCH THICK AT CENTER.
�
�
fi,�y,�y����
����
�:�
� � �� CHANNEL ��� �%������� ��
�� �
���������
�<�
������
PLANTING AREA SHALL BE DISKED, AS
REQUIRED, PRIOR TO PLANTING.
� Z
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.<'�1�
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�. � _ ��<�� �<�
�
r-I W
�
i i�i i i i i i i i i i i� i A�
�., ,� � � � �
2. ALL PLANTS SHALL BE PROPERLY
HANDLED PRIOR TO INSTALLATION TO
�
m
�
ROOTING PRUNING
INSURE SURVIVAL.
SPACING PER
ALL ROOTS SHALL BE PRUNED TO
PLANTING PLAN
AN APPORIATE LENGTH TO
SECtIOn VIEW
PREVENT I -ROOTING.
O O O
i i i� � ���i i i�i i`T���� � � i i� ��� wi i i�i
i �� �� i
INSERT THE DIBBLE, OR REMOVE THE DIBBLE, OR INSERT THE DIBBLE, OR
SHOVEL, STRAIGHT DOWN SHOVEL, AND PUSH THE SHOVEL, SEVERAL INCHES IN
INTO THE SOIL TO THE FULL SEEDLING ROOTS DEEP INTO FRONT OF THE SEEDLING
DEPTH OF THE BLADE AND THE PLANTING HOLE. PULL THE AND PUSH THE BLADE
PULL BACK ON THE HANDLE SEEDLING BACK UP TO THE HALFWAY INTO THE SOIL.
TO OPEN THE PLANTING CORRECT PLANTING DEPTH TWIST AND PUSH THE
HOLE. (DO NOT ROCK THE (THE ROOT COLLAR SHOULD BE HANDLE FORWARD TO
SHOVEL BACK AND FORTH 1 TO 31NCHE5 BELOW THE SOIL CLOSE THE TOP OF THE SLIT
AS THIS CAUSES SOIL IN THE SURFACE). GENTLY SHAKE THE TO HOLD THE SEEDLING IN
PLANTING HOLE TO BE SEEDLING TO ALLOW THE PLACE.
COMPACTED, INHIBITING ROOTS TO STRAIGHTEN OUT.
ROOT GROWTH. DO NOT TWIST OR SPIN THE
SEEDLING OR LEAVE THE ROOTS
J-ROOTED.
For Stream Top Width > 8'
.•.:•.-
a���
...
s � • ��
LINEAR SPACING �
6'SPACING FOR LIVE STAKES
HERBACEOUS PLUGSINSTALLED _
ACCORDING TO STRUCTURE DETAIL
3' SPACING FOR LIVE STAKES
3' SPACING FOR HERBACEOUS PLUGS
Plan View
EVERY OTHER LIVE
STAKE AT HALF -
RIFFLE DEPTH
EROSION CONTROL MATTING
(SEE DETAIL 3, SHEET 4.6)
TOE OF SLOPI
EROSION CONTROL MATTING
(SEE DETAIL 3, SHEET 4.6)
IUNCUS PLUG
AT NORMAL
BASEFLOW TOE (TYP)�
TOE OFSLOPE-� 11.
Section View -POOL
EVERY OTHER
LIVE STAKE AT
TOP OF BANK
LIVE STAKE AT
TOP OF BANK
PUSH THE DIBBLE, OR
SHOVEL, DOWN TO THE
FULL DEPTH OF THE BLADE.
1 Bare Root Planting
5.4 Not to Scale
PULL BACK ON THE HANDLE TO
CLOSE THE BOTTOM OF THE
PLANTING HOLD. THEN PUSH
FORWARD TO CLOSE THE TOP,
ELIMINATING AIR POCKETS
AROUND THE ROOT.
For Stream Top Width < 8'
-- J
ACCORDING TO STRUCTURE DETAIL
3' SPACING FOR LIVE STAKES
Plan View
EROSION CONTROL MATTING
(SEE DETAIL 3, SHEET 4.6)
TOE OF
LIVE STAKE
AT TOP OF
BANK
Section View -RIFFLE and POOL
z Streambank Planting
5.4 Not to Scale
L
������
/
� �i i
��� . � �i?��
\
�i
z��i�YNT�
REMOVE THE DIBBLE, OR
SHOVEL, AND CLOSE AND FIRM
UP THE OPENING WITH YOUR
HEEL. BE CAREFULTO AVOID
DAMAGING THE SEEDLING.
BUDS (NODES)
POINTE
UPWARD
1/2" TO 2"
DIAMETER
BASE CUT 2' TO 3' LIVE STAKE
AT 45° TAPERED AT BOTTOM
NOTE:
1. CONTRACTOR RESPONSIBLE TO FOLLOW PLAN VIEW DETAILS BY REACH
SHOWN ABOVE.
2. REFER TO SPECIFICATIONS FOR PROPER STORAGE, HANDLING AND
INSTALLATION.
3. FORM PILOT HOLE IN HARD SOIL OR STONY CONDITIONS TO PREVENT
DAMAGE TO LIVE STAKES.
4. LIVE STAKES TO BE PLANTED IN AREAS AS SHOWN ON PLANS AND
DIRECTED BY THE ENGINEER.
5. INSTALL DORMANT PRIOR TO LEAF OUT. DEPICTED CONDITION WITH
LEAVES NOT REPRESENTATIVE OF STAKES AT TIME OF INSTALLATION.
6. ALL HERBACEOUS PLUGS ARE TO BE INSTALLED IN LOCATIONS
REFERENCED IN INDIVIDUAL IN -STREAM STRUCTURE DETAILS.
a
T
v
Q