20021259 Ver 1_Restoration Information_20020808

Soil & Environmental
11010 Raven Ridge Road • Raleigh, North Carolina 27614
www.SandEC.com
Transmittal
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We Transmit to you Herewith:
Consultants, PA
Phone: [phone] Fa(919) 846-9467
Project #: u0/ *-01 Date:
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Project Name: DeeiD
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File:
? Drawings ? For your information and files
? Specifications For comment or approval
? Brochures or photos Returned for correction, resubmit
? Correspondence ? Approved as noted
? As per your request
Under Separate Cover:
? By mail
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No. Copies Document No. Date Description

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Remarks:
If enclosures are not as listed as above, kindly notify us at once.
BY ??er ??elene?rsk?
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 710 Boston Road
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
p2 1 259
8 August 2002
Mrs. Jean Manuele
USACE-Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Mr. John Dorney
DWQ-401/Wetlands Unit
2321 Crabtree Blvd.
Raleigh, North Carolina 27604
Re: Deep Creek Stream Restoration Plan and Nationwide 27 and 14 Permit Submittal.
S&EC Project No. 6170.01
Dear Mrs. Manuele and Mr. Dorney,
Soil & Environmental Consultants, PA is submitting on behalf of our client, American Wetlands
and Natural Resources Exchange Corporation, the proposed stream restoration plan to be
implemented within the proposed Deep Creek Mitigation Bank located in Yadkin County, North
Carolina. The purpose of this submittal is to acquire Federal and State authorization to complete
the proposed work in waters of the U.S. by issuance of a Nationwide 27 and 14 Permit and the
corresponding 401 Certification.
The plan proposes to restore two existing perennial stream channel utilizing natural channel
design techniques and principles. There is 4,526 linear feet of channelized stream channels
currently located within the confines of the project site. The stream design proposes to restore a
naturally meandering channel that will not degrade or aggrade over time. The design proposes to
achieve this by elevating the current channel bed invert so that the bankfull elevation matches the
surrounding flood plain, resulting in flood return interval of every 1.5-2.0 years. This will
subsequently restore the historic wetland hydrology, flood plain function, and aquatic habitat. As
a result of the design total channel length will increase to 5,540 linear feet. Channel stability
immediately following construction will be achieved by utilizing boulder cross vanes, root wads,
erosion control matting, temporary seeding, transplants, and live stakes.
In order to eliminate incompatible uses within the proposed wetland restoration area, an existing
farm path which includes two stream crossings will be re-aligned. The two existing crossings,
which are cumulatively 50 feet wide, will be removed. These crossing will be replaced by a
proposed single 50-foot wide crossing which will be located outside of the wetland restoration
area. Access will need to be provided following the stream and wetland restoration efforts
because no other alternative routes exist for adjacent properties.
The restoration design information provided includes the existing stream conditions data,
reference data, proposed stream channel design parameters, channel plan view, longitudinal
profile, cross sectional profiles, pebble count, entrainment calculations (existing channel and
proposed), and the proposed road crossing details.
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 710 Boston Road
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
Please do not hesitate to call me at 919-846-5900 extension 21 (office), 919-280-0603 (mobile) or
e-mail me at [e-mail] if you have an questions or need to discuss the proposed
stream restoration plan.
Sincerely,
Soil & Environmental Consultants, PA
pt'k -
Peter Jelenev
Stream Rest ati ecialist
Enclosure: Deep Creek Mitigation Bank: Stream Restoration Plan
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Stream Restoration Plan 9`
Figures
Pebble Count & Entrainment Calculation
aAVERY' READY INDEX® INDEXING SYSTEM

Deep Creek Mitigation Bank
Stream Restoration Plan
I. Introduction
The Deep Creek Mitigation Bank is a proposed Private/Commercial Bank, which will be operated
as a Debit Bank for the purpose of providing mitigation credits for wetland and stream impacts by
the North Carolina Department of Transportation (NCDOT) in the Upper Yadkin River Basin
(Cataloging Unit # 03040101). The proposed Deep Creek mitigation plan and mitigation banking
instrument is currently under review by the assigned regulatory agencies including the U.S. Army
Corps of Engineers (USACE), the Environmental Protection Agency (EPA), the Division of
Water Quality (DWQ), the U.S. Fish and Wildlife Service (FWS), and the North Carolina
Wildlife Resources Commission (WRC). This document describes in detail the proposed stream
restoration activities and has been provided for the purpose of acquiring a Nationwide 27 and 14
and the corresponding 401 Certification.
The Deep Creek Mitigation Bank site consists of 70.745 acres composed predominately of
agricultural land, located approximately 2,000 feet south of Highway 421 and approximately
2,000 feet west of the Yadkin River. The project is located in the Forbush Township, Yadkin
County, North Carolina (Figure 1).
The project site is located in the western portion of the upper Piedmont physiographic region.
The surrounding landscape terrain is characterized as consistently rolling, with side slopes that
are generally steep to moderately sloping with prominent well rounded ridges. Flood plains
located adjacent to perennial streams and rivers within the vicinity of the project site are nearly
level with valley slopes typically less than 1%. The site is located in a broad floodplain terrace of
Deep Creek and the Yadkin River. Site elevation varies from a high of approximately 720 feet
above sea level to a low of approximately 700 feet above sea level. These elevations are based on
map interpretation gathered from the Farmington, North Carolina 7.5 -minute USGS topographic
quadrangle (1966, revised 1994) and the 1 -foot topographic land survey map produced by Hollar
& Associates, PA for wetland mitigation planning purposes (Figure 2).
The project site is transected by two perennial streams that converge approximately 350 feet
upstream of the eastern property boundary. The stream then flows directly into Deep Creek
which is located approximately 200 feet east of the property boundary at this location. Although
not formally named, the two perennial channels located on the site are identified as solid blue -
lines on the most recent USGS quadrangle (Figure 1). For the purpose of this restoration plan,
the channels will be identified as the South and West Forks. The South Fork originates at the
southern -most property boundary and flows north and the West Fork originates along the western
property boundary and flows to the northeast. The site is located in the Yadkin River Basin,
USGS Hydrologic Unit Code 03040101 (Seaber et. al. 1987) and the N.C. Division of Water
Quality (DWQ) Cataloging Number 03-07-02 (DENR 1997). The stream index number for Deep
Creek is 12-84 and it has a best use classification of WS -IV. WS -IV classified waters are
protected as water supplies which are generally in moderately to highly developed watersheds;
point source discharges of treated wastewater are permitted pursuant to Rules .0104 and .0211,
local programs to control non -point source and stormwater discharge of pollution are required,
suitable for all class C uses (DENR 1997).

The objectives of the stream mitigation project include: 1) the restoration of the existing incised,
channelized, and eroding channel by utilizing natural channel design techniques to create a stable,
self -maintaining stream channel that will not aggrade nor degrade over time. 2) Insure channel
and stream bank stabilization by utilizing grade control structures, root wads, and native
vegetation (on-site transplants, live stakes, and bare roots), in conjunction with the eradication of
the current agricultural and maintenance practices. 3) Improve and create bed form diversity
(riffles, runs, pools, and glides). 4) Re-establish the historic active flood plain function and
wetland hydrology by matching the bankfull channel with the current flood plain elevation. 5)
Re-establish the historic groundwater table elevation by raising the channel invert, ultimately
integrating the wetland restoration component with the stream restoration. 6) Re-establish a
native forested riparian and wetland plant community and remove the existing invasive exotic
species located on the site. 7) Create a diverse terrestrial and aquatic wildlife habitat area.
In addition to the proposed mitigation work to be performed within the site, an existing farm path
and two stream crossings located within the hydric soils footprint will be removed and relocated
so that restoration activities can be maximized and existing maintenance practices can be
terminated. As a result a new crossing will need to be installed so that accessibility to adjacent
properties will remain available. The proposed crossing will be located below the proposed
confluence of the restored reaches and outside of the wetland restoration area. Combined the two
existing stream crossings are approximately 50 feet in width (approximately 25 feet each). The
new crossing will also be approximately 50 feet wide. Section 10 of this document contains the
proposed road crossing details.
II. Existing Site Conditions
The mitigation site has been utilized primarily for the production of row crops (corn), with small
portions (<5%) of the site remaining forested. No buildings or structures exist on site with the
exception of random fences and the road crossings that provide site access. The majority of the
surrounding land use is also agricultural with forested areas interspersed throughout. The aerial
photograph of the site is depicted in Figure 3.
Predominate soil series mapped within the project site include Wehadkee loams (Typic
Fluvaquent) and Chewacla silt loam (Fluvaquentic Dystrochrept). Approximately, 30.4 acres of
the property has been mapped as Wehadkee by licensed soil scientist Mr. Mike Ortosky with the
majority of the remaining 40 acres identified as Chewacla based on the Yadkin County soils map.
Other soil series identified within the site on the soil map include Altivista fine sandy loam, 0-2%
slopes (Aquic Hapludults), State fine sandy loam (Typic Hapludults), and Wickham fine sandy
loam, 2-7% slopes (Typic Hapludults). The latter soils series encompass less than 5% if the total
site area and occurs along the property boundary. Figure 4 identifies the location of the hydric
soil line, which was confirmed in the field by Mrs. Jean Manuele of the USACE.
The Wehadkee series is considered to be a hydnc soil and this mapping unit consists of very
deep, poorly drained soils on floodplains along streams that drain from the mountains and the
piedmont. The Chewacla series is considered to be a class B hydric soil. Class B hydric soils
may contain hydric soil inclusions or wet spots. The Chewacla series is very deep, somewhat
poorly drained soils on nearly level floodplains formed in recent alluvium washed from soils
formed primarily from schist, gneiss, and phyllite residuum. The remaining soil series are non -
hydric soil units.
Hydric soils on the site exist in one contiguous unit of 30.4 acres within the central and southern
portions of the site. There are 12.1 additional acres of wetland creation proposed, resulting in
2

42.5 total acres of wetland restoration and creation (Figure 4). These lands are classified as Prior
Converted Wetlands, and this is supported by the ditch network that currently exists. The original
plant community was very likely piedmont/mountain swamp hardwood based on the observed
surrounding forest types (Schafale and Weakley 1990).
In order to promote farming activities to occur within this historically poorly drained and
probably at times inundated flood plain the existing streams were channelized, straighten, and
dredged. Stream modifications and the installation of numerous inter -field ditches effectively
drained the existing hydric soils, permanently altering the hydro -period and lowering the
groundwater table therefore, maximizing tillable acreage and promoting accessibility of the area
by heavy farm equipment. Periodically or when required, the drainage network was maintained
by dredging and clearing of impeding vegetation.
III. Existing Stream Channel and Riparian Zone
Based on the observed site conditions and gathered existing stream data, the channels located on
site were physically altered and obliterated for the purpose of modifying the historic surface and
groundwater hydrology. The site hydrology was modified to maximize productive cropland
acreage and improve accessibility within the fertile alluvial flood plain. Relic channel sections
observed south of the southern property line and outside of the active agricultural fields provided
evidence that the site alteration has drastically influenced the historic site hydrology. These relic
channel sections are no longer hydrologically connected to the existing channel network and are
approximately 2 to 3 feet above the existing channel invert elevation.
The existing stream features, which transect the wetland restoration area consists of historically
channelized and dredged stream systems that have been functionally and characteristically
reduced to linear drainage ditches. Current channel lengths of the South and West Forks are
3,230 and 1,296 linear feet, respectively for a total length of 4,526 linear feet and the sinuosity is
1.06.
Dredging activities have lowered the historic channel invert (bottom of the channel) elevation,
subsequently lowering the groundwater table and inducing channel degradation (head -cutting) on-
site and throughout the upstream tributaries. The channels are also in an "incised" condition were
flooding rarely or never engages the historic flood plain but is instead confined to the channel.
The physical confinement of the stormwater flows within the straightened and incised stream
channel perpetuates head -cutting and lateral channel extension due to the increased boundary
shear stress and channel slope. Increase boundary shear stress beyond the channels carrying
capacity results in bank erosion, mass wasting, bed instability and scour, and increased turbidity.
Average existing channel parameters such as cross-sectional area, bankfull width, depth, etc. are
provide within section 5, so that it can be compared to reference channel data and the proposed
channel design for all three reaches. The channels have been separated based on drainage area.
Because agricultural production was the primary objective on-site, the riparian areas are minimal
and are not contiguous. The current riparian corridor rarely exceeds 25 feet in width from the
edge of the existing stream channels. Channel sections throughout the site were periodically
maintained based on field observations and interpretation of the available aerial photographs. The
riparian zones are in specific areas cleared of all riparian vegetation and are periodically
maintained probably for the purpose of clearing debris jams and dredging the channel bottom.
Dominate tree species that were observed within the channel and riparian areas consisted
primarily of box elder (Acer negundo), red maple (Acer rubrum), sycamore (Platanus
3

occidentalis), green ash (Fraxinus pennsylvanica), black willow (Salix nigra), and flowering
dogwood (Cornus Florida).
IV. Bankfull Stage Verification
Determining the bankfull indicators during the field surveys was fairly difficult. Maintenance
practices, farming activities, active bank erosion and slumping, and periodic dredging activities
have obscured typical bankfull indicators. Indicators that were utilized included wrack lines,
scour lines, vegetation positions, and depositional features. The cross-sectional areas were then
compared to the North Carolina Rural Piedmont Regional Curve (SRI 2000) for verification
purposes.
V. Natural Channel Design
The stream restoration design is based on natural channel design principles and techniques
utilizing local reference reach data sets and the existing channel conditions survey. Reference
data utilized to develop the restoration design for the stream channel included the North Carolina
Rural Piedmont Regional Curve (SRI 2000), Mill Creek reference reach survey data (Jelenevsky
et. al. 2002), Sal's Branch reference reach survey data (Doll and Jelenevsky 2001), relic stream
segments located immediately upstream of the site, the existing stream conditions survey, and
existing site constraints. The design parameters, proposed cross sectional dimension, and
pertinent data are provided in sections 5 and 6 of this mitigation plan.
The proposed stream design will restore a naturally meandering E/C type stream channel to a
more appropriate location -centrally within the existing flood plain as depicted in Figure 5a and
5b. The implementation of the restoration design will result in a riffle -pool profile that will be
reinforced utilizing in -stream structures such as rock cross -vanes, J -hook vanes and root wads as
depicted in Figure 6 and Section 6 (Rosgen 2001). These structures will be subsequently
vegetated with transplants and live stakes. Rock vanes will be installed at the head of every
glide/riffle interface and root wads will be installed at every outside meander bend as determined
by the designer during the construction phase to ensure stabilization of the stream channel grade
and banks. Erosion control matting, temporary seeding, and live stakes will be utilized to reduce
bank erosion immediately following completion of each section of channel and provide bank
stabilization.
Following the completion of the pebble counts, bar sample and entrainment calculation, it was
determined that the channel bed is actively degrading due to an increased discharge rate within an
incised, partially denuded stream channel. The increased discharge rate results in a higher
boundary shear stress which perpetuates channel degradation (headcuttmg), and widening (lateral
expansion).
To prevent the current channel degradation from occurring, the grade of the designed stream
channels has been elevated so that the top of the restored channel banks will match the adjacent
flood plain elevation. This should result in a flood return interval of approximately every 1.5 to 2
year. Thereby, restoring the historically modified flood plain functions, which include flood
attenuation, storage and biological treatment. This will also prevent the current bank erosion
from perpetuating by allowing the erosive stormwater flows that are greater than the carrying
capacity of the channel to escape onto the flood plain. Typically straightened and incised stream
channels experience higher boundary shear stresses resulting in unstable bed and banks. The
channel adjustments, due to these conditions and increased slope related to straightening and
subsequently reducing the length of the channel include lateral channel extension, slumping, bank
d

erosion, and bed instability. The proposed design modification should avert and minimize the
current problematic erosive forces observed within the existing incised channels.
The resulting restored stream channel will be 5,640 linear feet, increasing the overall channel
length by approximately 1,000 linear feet and the sinuosity to 1.37. Reach 1 and 2 is
distinguished as a Priority I stream restoration because the stream channels will be reconnected to
the historic flood plain by elevating the channel invert so that the bankfull elevation matches the
flood plain elevation. Reach 3 is distinguished as a Priority II stream restoration because the
channel invert will be elevated and a new flood plain will be excavated at a lower elevation to
match the proposed bankfull channel elevation. A Priority II was the only option for Reach 3
because the channel was so severely incised. Bank height ratios along the reach located below
the confluence of the South and West Forks are from 1.5 to 2.3 (maximum riffle depth versus top
of bank). Proposed linear footage of restoration excludes the proposed road crossing, which will
replace the two existing crossing which are located upstream and within the proposed wetland
restoration area.
VI. Sediment Transport Analysis
A stable stream contains the capacity to transport its sediment load without aggrading or
degrading the channel bed. Utilizing pebble count data, bar sample data, water slope values, and
critical dimensionless shear stress, the required mean depth to move the d84 particle was
determined. The largest particle located in the bar sample was utilized for the d84, which in this
case was 18 mm. The entrainment calculation resulted in a bankfull mean depth requirement of
0.84 feet at an average stream slope of .0047. The mean depth for the existing stream channel is
1.78 feet. The mean depth and stream slope previously listed are the average values of all three
stream reaches. This calculation verifies that the channel has been degrading and down cutting.
Utilizing the same entrainment formula, the proposed design for the restored channel with a mean
depth of 1.7 feet and an average proposed channel slope of .0028 will be able to move its current
sediment load and should not aggrade. Based on the calculations the minimum bankfull mean
depth required to move the d84 would be 1.4 feet. Because the design specifies an average depth
of 1.7 feet, grade control structures will be required to prevent degradation of the channel invert.
The mean depth and slope used in this calculation was the average of the values for all three
proposed stream reaches. The pebble count data, bar sample, and entrainment calculations are
located in section 4.
VII. Planting Plan
The majority of the riparian zone, which will be located primarily within the wetland restoration
and creation area, will be planted with bare root seedlings consisting of bottomland hardwood
species. Native trees and shrubs that are currently located within the channel clearing and
excavation limits will be removed with as much of the root ball intact and transplanted adjacent to
the restored creek channel or within the wetland restoration area. Trees as large as 4 -inches DBH
and approximate 20 feet tall will be transplanted and integrated into the buffer restoration
planting plan. Immediately following the completion of the stream channel, the bare root
seedlings will be planted during the fall season. During the following fall, supplemental shrub
and tree species will be planted if survival rates of previously planted seedlings are below target
densities as determined in late summer (August -September). Plant species that will be utilized
within the restoration site are listed in the table below.
5

The restored stream channel will be planted with the appropriate channel bank species in the form
of live stakes, bare -root seedlings, and transplants. The live stakes will be harvested primarily
from on-site and will consist primarily of black willow (Salix nigra), silky dogwood (Cornus
amomum), and elderberry (Sambucus canadensis). If quantities from on site are not plentiful the
live stakes will be supplemented by locally identified plant sources (i.e. existing power line
ROWS, adjacent properties, etc.). Black willow will not consist of more than 40 percent of the
stream bank plantings.
The planting plan consists of individual hardwood tree species as listed below. The goal is to
plant approximately 600 bare -root seedlings per acre, with an approximate 8 -foot by 8 -foot
spacing.
Plant List
Scientific Name
Common Name
Trees
Fraxinus pennsylvanica
Green ash
Platanus occidentalis
American sycamore
Quercus pagoda
Cherrybark oak
Betula nigra
River birch
Quercus phellos
Willow oak
Acer negundo
Box elder
Quercus nigra
Water oak
Linodendron tulipifera
Tulip tree
Small Trees and Shrubs
Cornus amomum
Silky dogwood
Salix nigra
Black willow
Sambucus canadensis
Elderberry
VII. Monitoring Plan
The restoration site will be monitored for five consecutive years or until the required success
criteria has been met as determined by DWQ and the USACE. Monitoring activities will initiate
immediately following the completion of the stream construction, wetland restoration and plant
installation during the following growing season summer of 2003. Parameters that will be
included in the long term monitoring to ensure the success of the stream and wetland restoration
activities will include stream channel surveys (longitudinal and cross-sectional profiles), plant
survival and diversity inventories, and benthos sampling. Pre -determined photographic points
will also be an integral part of the monitoring reports.
Stream channel stability will be monitored by establishing permanent cross-sections
approximately every 500 to 600 feet that will comprise of a nested riffle and pool segment. Each
cross-section will be permanently positioned on the ground with capped rebar pins and located
with GPS technology. All of these cross-sectional surveys will also be utilized as photographic
points. The permanent cross-section monitoring points will be established immediately following
construction during the completion of the "as built" survey. The "as built" report will include the
constructed stream channel dimension, pattern, and longitudinal profile. Other stream channel
measurements that will be included in the monitoring report will be pebble counts, stream pattern
data, and stream side plant conditions. Annual inspection of in -stream rock vane structures will
no

also occur to insure channel stability. The collected data will serve as a baseline to compare
future channel surveys. Stream channel surveys will be completed and reported following year 1,
3 and 5.
Vegetation within the restored riparian buffer will be monitored for five consecutive years.
Circular 0.1 -acre plots or linear transects will be permanently established following completion of
the planting phase and will be located with GPS technology. The plant species, density, survival
rates, and the cause of any mortality observed will be recorded within each plot or transect.
Vegetation plots will be sampled annually and reported on every other year. The primary focus
of the vegetative monitoring will be solely on the tree and shrub stratum, although herbaceous
species encountered may also be recorded. The ultimate goal is to have established a minimum
of 320 native trees species per acre at the end of the 5 -year monitoring period.
In accordance with NC-DWQ procedure, stream benthic macro invertebrates will be sampled
prior to channel construction and annually for three consecutive years, starting one year after
channel relocation. The initial benthos sample will occur during the last week of May 2002.
Due to the length and hydrologic order of the restored channel reach, the full-scale investigation
for collecting stream invertebrates described in the NCDENR's Standard Operating Procedures
for Benthic Macro invertebrates will be employed (NCDENR-DWQ 2001). All field samples
will be collected by certified individuals that participated in the Aquatic Insect Collection
Protocols Workshop presented by the 401 Certification Unit—Biological Assessment Unit in
spring 2001.
Three benthos sampling locations will be established prior to stream construction. Station 1 will
be established approximately 200 feet upstream of the restoration reach, station 2 will be
established along a typical riffle -pool sequence within the subject restoration reach and station 3
will be established immediately downstream of the restoration reach east of the property line.
Once the stream restoration has been completed, the sample taken within the existing creek will
be re-established in approximately the same latitude as its prior location. Since the restoration
plan accounts for several channel meanders (and, thus, additional linear footage of channel), an
additional sample location may be established approximately 750-1000 ft. downstream of station
1.
All samples will be identified by certified labs, with the following information provided: list of all
taxa collected, list of EPT taxa, number of individuals per taxa, and the biotic indices for taxa in
North Carolina, as well as any additional information customarily provided. Results from the
surveys will be included within the annual monitoring report.
Following the submittal of the monitoring reports to the appropriate agency representatives, the
recipients of the report will be contacted for the purpose of discussing the monitoring data,
required success criteria and whether or not the site is functioning as expected. If the site is not
functioning as expected a site visit will be scheduled with the review agencies so that a
remediation plan can be created and implemented. The remediation plans, if required, will
directly reflect the requested alterations suggested by the regulatory agencies.
To ensure protection of the mitigation site in perpetuity a preservation mechanism has been
signed and recorded with Yadkin County. Following implementation of the site plan and the
required site monitoring, the easement will be transferred to the Piedmont Land Conservancy.

This transfer was approved by the Board of Directors of the Piedmont Land Conservancy by
letter dated 15 March 2002. The preservation mechanism has been provided in section 9.

XI. References
DEHR. 1997. Draft Basmwide Asssessment Report:Yadkin River Basin. Division of Water Quality.
Dunne, Thomas and L.B. Leopold. 1978. Water in Environmental Planning. W.H. Freeman and Company.
New York.
Gordon, N D., T.A. McMahon, and B.L. Finlayson. 1992. Stream Hydrology. John Wiley & Sons Ltd.
West Sussex, England.
Harmon, W.A , G.D. Jennings, J.M. Patterson, D.R. Clinton, L.O. Slate, A.G. Jessup, J.R. Everhart, R.E.
Smith. 1999. Bankfull Hydraulic Geometry Relationships for North Carolina Streams.
http://www5.bae.ncsu.edu/programs/extension/Mg/sri/rural pled paper.html
North Carolina Division of Water Quality. 2002. Standard Operating Procedures for Benthic Macro
invertebrates North Carolina Department of Environment and Natural Resources, Raleigh, North
Carolina.
Leopold, L.B., M.G. Wolman, and J P. Miller 1992 Fluvial Processes in Geomorphology. Dover
Publications, Inc. New York, NY.
Leopold, L B., 1994. A View of the River. Harvard University Press, Cambridge, Massachusetts.
Rosgen, D.L. 1996. Applied River Morphology. Wildland Hydrology Books, Pagosa Springs, Colorado.
Rosgen, D.L. and Silvey, Lee. 1998. Field Guide for Stream Classification.
Rosgen, D.L. 2001. The Cross -Vane, W -Weir, and J -Hook Vane Structures... Their Description, Design
and Applications for Stream Stabilization and River Restoration. 2001 ASCE Conference
Proceedings. Reno, NV.
U S. Army Corps of Engineers. 1987. Corps of Engineers Wetlands Delineation Manual. Department of
the Army Waterways Experiment Station, Vicksburg, Mississippi
United States Geological Survey. 1974. North Carolina Hydrologic Unit Map.
United States Geological Survey. 1966 revised 1994. Farmington, N.C. 7.5 -minute series topographic
map.
0

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CK055-5ECTI ON
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PA1
Drawn By Dale
_ MM
Checked By Job No.
vIN 2C
AMERICAN WETLANDS
RESTORATION DE51GN BY:
Soil & Environmental Consultants, PA
11010 Rn R0, R—d 141rigl4 NirW (imlw 27614 Phm (919) 8-5900 (919) 8769367
www.SunJl�('Aann
-- - 1/3 BANKFULL-- - --1/3 BANKFULL -- 113 BANKFULL - - - -- -- - - --
"J" HOOK
ROCK VANE
'LAN VIEW
CK055-5ECTIC
1
DEEP CREEK WETLAND MITIGATION SITE i
i
Sheet No.
STREAM RESTORATION STRUCTURES
1/3 BANKFULL 1/3 BANKFULL
1/3 BANKFULL
CL 55 'A'
AGGREGATE STONE
TYPICAL8
'>
OZ NONWOVEN
FiLTERFABRIG
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TOP BOULDER5
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ImI_ 10IiVi9
CK055-5ECTI ON
Designer Scale
PA1
Drawn By Dale
_ MM
Checked By Job No.
vIN 2C
AMERICAN WETLANDS
RESTORATION DE51GN BY:
Soil & Environmental Consultants, PA
11010 Rn R0, R—d 141rigl4 NirW (imlw 27614 Phm (919) 8-5900 (919) 8769367
www.SunJl�('Aann
-- - 1/3 BANKFULL-- - --1/3 BANKFULL -- 113 BANKFULL - - - -- -- - - --
"J" HOOK
ROCK VANE
'LAN VIEW
CK055-5ECTIC
1
DEEP CREEK WETLAND MITIGATION SITE i
i
Sheet No.
STREAM RESTORATION STRUCTURES

114-
113 -
112 -
111 -
110 -
109 -
108 -
107 -
106
105
104
103
c
c�
102 -
Lu 101
100 -
99-
98
9-98
97 -
96 -
95 -
94 -
93
92 _I
91 -
90
UT of Deep Creek/South Fork Yadkin Dinkins Bottom Road
0 10 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 2900 3000 3100 3200 3300 3400
Channel Distance (ft) —•—bed -6 water srf x BKF + TOB 9 WS _- A x -section Linea (BKF)
110
011111111N
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MEN
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NEEMINEEMEN
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No
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MENNEN
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MEN
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01
0 10 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 2900 3000 3100 3200 3300 3400
Channel Distance (ft) —•—bed -6 water srf x BKF + TOB 9 WS _- A x -section Linea (BKF)

.. �� . - • 1- ,B OB
7-7-77-11 -6.63 9.84 0.58 9.26;:59 _
116.63 10.09 0.8 9.29: 5.92
.. 11 1.73"� '. 9.27 a`
_
..
11.73 2.39`` 9.34 �� ..._ 6.04 -
116.63 10.75 1.38 9.37 6.8 6.21
.. 9.61 0.27_ 9.34 ,
n -
116.63 10.32 0.62 9.7 7.75 5.96
116.63 9.9 0.19 9.71 7,95 6.12
_... .___.. 12.34 2.25 10.09;° _6.85
.. 11.55 1.46 10.09
�.
10.31 0.24 10.07 8.12 6
.. 10.95 0.7 10.2
.. 10.5 0.11 10.39
10.9 0.51 10.3.'
10.78 0.38 10.4 . 8
10.63 0.23 10.4`
'4.64� • • 9.21 0.48 8.73 5.56
114.99 0.19 - 8.95.
9.14
• • 9.41 0.32. 9.09 7.05 5
0 18 9.76 0.46' 9.3
9.53 ; 0.15"" 9.38 7.68 5,6
` 9.98.: 0.54 9.44; x:
10.22: 0.731; 9.49 7.65 6.5.
10.65:ew 1.16° 9.49
10.16 0.66 7. 9.5
7 9.81 0.28 9.53` 7 u63 6 45
w
10.18.E 0.46 9.72`.
_
0.6 941
10.17 0.24 9.93`
-179 8. 0.34 8.24 3.52:
8 - 9 1.03. 8.44 -
113.38 8.85 0.41 8.44 6.65`:_ -
8.89 0.44 8.45
8.8 0.34 8.46 6.45 4.a
8.97 0.46 8.51:"'
8.98 0.47 8.51;.
: 8.96 0.18 8.78
0.23113.61 9.52 0.44 9.08'
113.61 9.48 0,39 9.09 6.9 4 89
113.61 10.34 1.25 9.09.
113.61 11.01 1.92 9.09:'
"24 113.61 10.21 1.11 9.1 `
113.61 9.51 0.31 9.2.
113.61 9.67 0.48 9.19-
9.74 0.48 9.26`
m113.61 10.26 1 9.26
113.61 10.44 1.18 9.26' r
-1.68 111.93 8.45 " `, 0.74 7.71 °- 6.15 4.9'
. 8.18 0.47 7.71
111.93 8.97 0.98 7.99 6.59 4.6
111.93 8.17 0.16 8.01:;
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8.68 0.61 8.07`
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run
24
pool
31
l max pool
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glide
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l�. riffle
66
pool
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riffle
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Pool@Property Line
122
start glide
127
start riffle
143
small pool"
164 {
I riffle
176
start run
199
I�run
209
riffle
212 f
riffle
223
riffle
246
,I riffle
270 F
smaMl pool
291
start riffle._
314
start run
328
start pool
353
max pool 363
363_
start glide
370'
start riffle- 376
376 '
f
�! start run399
pool
410 i
start riffle
418
run
449
pool
489
start run
497 '
- run
507
start riffle
,�J
520 i
run
539 - t
run
549
start riffle
567
start run
573
run'
592
start pool
603
max pool
608
start glide
615
start rifflelrun
627
run
647 g
run
672
start small pool
685
max pool
698
run
703
weak riffle/run
721
small pool
739
riffle
750
run ,
766
run
804
small pool
827
start riffle
848
.. �� . - • 1- ,B OB
7-7-77-11 -6.63 9.84 0.58 9.26;:59 _
116.63 10.09 0.8 9.29: 5.92
.. 11 1.73"� '. 9.27 a`
_
..
11.73 2.39`` 9.34 �� ..._ 6.04 -
116.63 10.75 1.38 9.37 6.8 6.21
.. 9.61 0.27_ 9.34 ,
n -
116.63 10.32 0.62 9.7 7.75 5.96
116.63 9.9 0.19 9.71 7,95 6.12
_... .___.. 12.34 2.25 10.09;° _6.85
.. 11.55 1.46 10.09
�.
10.31 0.24 10.07 8.12 6
.. 10.95 0.7 10.2
.. 10.5 0.11 10.39
10.9 0.51 10.3.'
10.78 0.38 10.4 . 8
10.63 0.23 10.4`
'4.64� • • 9.21 0.48 8.73 5.56
114.99 0.19 - 8.95.
9.14
• • 9.41 0.32. 9.09 7.05 5
0 18 9.76 0.46' 9.3
9.53 ; 0.15"" 9.38 7.68 5,6
` 9.98.: 0.54 9.44; x:
10.22: 0.731; 9.49 7.65 6.5.
10.65:ew 1.16° 9.49
10.16 0.66 7. 9.5
7 9.81 0.28 9.53` 7 u63 6 45
w
10.18.E 0.46 9.72`.
_
0.6 941
10.17 0.24 9.93`
-179 8. 0.34 8.24 3.52:
8 - 9 1.03. 8.44 -
113.38 8.85 0.41 8.44 6.65`:_ -
8.89 0.44 8.45
8.8 0.34 8.46 6.45 4.a
8.97 0.46 8.51:"'
8.98 0.47 8.51;.
: 8.96 0.18 8.78
0.23113.61 9.52 0.44 9.08'
113.61 9.48 0,39 9.09 6.9 4 89
113.61 10.34 1.25 9.09.
113.61 11.01 1.92 9.09:'
"24 113.61 10.21 1.11 9.1 `
113.61 9.51 0.31 9.2.
113.61 9.67 0.48 9.19-
9.74 0.48 9.26`
m113.61 10.26 1 9.26
113.61 10.44 1.18 9.26' r
-1.68 111.93 8.45 " `, 0.74 7.71 °- 6.15 4.9'
. 8.18 0.47 7.71
111.93 8.97 0.98 7.99 6.59 4.6
111.93 8.17 0.16 8.01:;
�R
• 8.42 0.4 8.02
8.68 0.61 8.07`
-0.74 7.97 0.6 7,37.
;� 7.77 0.24 7.53

run 876 1 -0.09
A nff /run 901
run 1644 j -0.51 110.59
run 1068 'j10.59
pool., 1080 i110.59
1� run 1099 110.59
run =� 1120 P 1 '
pool 1150 -2.03 108.56
i. start glide,, 1160 1: •
run 1175 108.56
_ riffle 1200 108.56
pool 1214108.56
i) glide 1225 1: •
1:
start riffle 1235 •
_.
1 run 1261 a 1
max pool 1295 0.4 1 : • .
'start glide.1302 i 1: • •
w
i start riffle 1313 1 ' •
deep run 1346 -0.64 1
L pool 1367 1:
riffle 1387 1:
�I run1407 j 1:
run .. _ 1437
J�small pool 1450 i
lstart riffle,,,,.
pool 1466 1:
start riffled 486
run 9514 102 1
start weak riffl 1542
11 start poi -)q 557 1
start glide/run. 4564 1
run-� - 9608 1
_
pool 629 1
glide/run - 1644 �? 1
po _. 1653
riffle71
166277--77771
1
pool 1671
1
glide 1687 1
glide 1701
riffle 1719 1 •
1 riffle 1752
pool 1766 106.63
pool 1779 106.33
riffle 1799 1 •33
riffle 1817 .3 16
arm
riffle 1831 '106.33
1 •
run/pool right before culvert 1842
.33
pool after culvert 1865 �� 1 •
start glide 1871 1 •
riffle 1882 y 1 .
run 1895
pool 1928 j 1 •
glide 1952
start riffle 1962 1 •
run 2004 ; 1.
run 2053 1.
deep run 2086 ' 105.67
�run 2103 1 •
run 2121 105.67
deep run 2175
8.01 0.51 7.5 6.21 4.6
7.92 0.29 7.63 5.82 4.1
8.34 0.41 7.93; 6.22 4.9
8.43 0.51 7.92;
9.49 1.31
8.11118
8.76 0.55 8.211
9.5 0.82 8.68',
7.72- 1.55 61T
6.91. _ 0.77
6.83 0.65 6.18 4.7 3.9
6.92 0.28 6.64
9.56 2.88 6.68
7.97 1.28 6.69 1
7.06 0.361 6.7 5.08 , 4.1
7.17 0.3 6.87
9.44 2.14= 7.3 5.75 4.5
8.19 0.89.1 7.3
7.53 0.23'Ml r" 7.3 _
7.15 0.47 6.68 5.32 4.15
8.24 1.26 6.98 5.76 4.5
7.4 0.41 6.99
7.53 0.52 7.01 5.57 4.4
7.62 0.57
8.28 - 1.21 7.07 y,5.9
7,57 0.49 7 08
4, - -, ,48.52 1.35 7 17
e
7.72'- 0.38 7,34 6.06 4.9
7.24. 0.9 6.34 5.1
6.76.y ;. 0.44 _ _6.32.:;- 5.3 4.
7.6TW[ 1.32 6.35
7.1Z_ 0.83 6.34
7.13' 0.75_ _6.38
7.03 0.64 6.39'
8,28 1.22 7.06
7.35.,6.28 7.0T
7.81:; 0.73 7.08,:
7.57 0.42 7.15
6.88 0.38 6.5
6.83 0.28 6.55 5.41 4.35
7.11 0.47 .6.64 5.39 4.13
7.74 0.73 7.01
7.73 0.83 6.9
7.6$0.45 7.23 _ 6.03 4.9
_ 8.42,. 0.5 7.92 6.54 5.34
8.52 0.43 8.09
9.32- 1.3_ _ 8.02
10.31 2.26 8.12
9.3 1.18 8.12
8.79; 0.67 8.12 7.1 6.07
9.41 1.29 8.12
9.94 1.82 8.12
9.03 0.98.13 7.33 5.52
8.34 0.21. 8.13 6.81 5.68
8.82 0.3 8.52
9.1.2_. 0.29 8.83.:: _ 7.38 5.6
8.68 0.49 8.19 7.01 5.71
8.69 0.5 8.19 6.97 5.97
8.97 0.69 8.28
5.27 0.75, 8.52-"" 7,74 6.62
1

start pool
2217
max pool
2233
pool
2259
glide
2286
riffle
2306
!j pool
2327
glide
2331
riffle
_2359
run-
2389
run
2415
i
run
2446
shallow run/riffle
2472
weak riffle/run
2498
run
2521
� run =2562
run
2574
run
2611
run/pool
2627
run
2639
pool
2678
glide
2697
glide
2707
riffle
2723
run
2742
run
2774
run
2797
riffle/run
2831
run
2850
run2878___
run
,2899
run
2928
run
- 2953
riffle :..
2967
run
2987
run
3046
pool
3071
�1
pool
3088
glide
3136
riffle
3150
run
3159
pool3171
pool
3186
riffle
3196
riffle
3218
run
3251
pool
3261
riffle
3279
pool
3286"
glide
3298
glide
3307
riffle on top of debris dam
3324
run
3336
��. run
3352
WINIEM 9.62 1.04 8.58
10.42 1.81 8.61
� M 10.33 1.72 8.61
9.44 0.82 8.62 7.61 5.61
-0.5 8.7 0.6 8.1 7.05
105.17 9.27 1.16 8.11
105.17 8.96 0.85 8.11 6.82 5.47
105.17 8.58 0.49 8.09
105.17 1 9.05 0.93 8.12. 6.82 5.57
0.18 105.35 9.27 .0.96 8.31 6.93 6
105.35 9.23 0.48.v 8.75 7.28
9.450.6 8.85 6.94 5.8
9.32 0.41` 8.91 7.07 5.63,-
9.44
63.9.44 0.46 8.9 _ 7.44 5.9-
914
9-9.74 6.66 9.08
1 9.79 0.6 9.1
0 9.81 0.53 9.281
-0.27 �: - 9.51,'AF 0.5 9.0
-0.74 0.65 L _8.
9.02 Q.47 8.5 6.931,
�- 9.2 r 0.63;_ 8.5
I MR 9 0.41 8.5
• 9.34r° 0.73 8.6
9.51 0.56 8.9
9.74 0.77 8.97
0.35 - . • 10.12 0.36 9.7,
• • 10.1 0.344m 9.7
a104.69 10.36 0.61`
104.
• • 10.33 4.5, 9.8
-0.46 9.99 0.66 9.33 -
104.23 9.83 0.49 � F_ 9.34 7.92
104.23 9.62 0.21 9.41_
104.23 10.04 0.59 9.45 8.15 5.76
•0.59 103.64 9.72 0.56 9.16 7.77 5.8 '
REM 10.23 1.07 9.16
• 10.12 0.94 9.18 -
0.2 10.14 0.36 9.78 9.81 6.23
- .
16.07 - 0.29 9.78
10.25 0.46 9.79
10.45 0.62 9.83
_ 10.47 0.47 10 8.2 5.41
10.27 0.25 10.02
10.64 0.42 10.22
103.84 10.83 0.43 10.4 8.37 5.3
0.71 104.55 12.04 0.77 11.27 9.51 5.97
104.55 11.63 0.34 11.29
12 0.71 11.29
11.82 0.52 11.3
1. 11.84 0.53 11.31
104.55 _
11.82 0.5 11.32
104.55 12.2 0.34 11.86
104.55_
._0,4
12.3, 11.
jA_.

istation 3+76 Riffle UT of Deep Creek/South Fork
111
110 - - - - - �- -
109
c 108
0
107
w
106
105
104
0 5 10 15 20 25 30
Width from River Left to Right (ft)
section:A?t
Riffle
UT of Deep Creek/South Fork
Yadkin
height of instrument
omitl distance I FS
notes pt. (ft) (ft)
J it
J
elevation
109.46
110
109.69
109.18
108.57
108.38
107.88
107.63
107.43
106.82
106.41
105.94
105.67
105.46
105.41
105.24
105.43
106.38
108.16
109.39
109.82
109.77
109.51
109.15
109.16
bankfull Itop of bai
107.88 1 109.82
35 40 45
W fpa I channel
dimensions
18.5
13.5
2.6
4.6
200.0
x -section area
1.4
15.8
1.2
9.9
14.8
d mean
width
wet P
d max
h d radi
bank ht
w/d ratio
W flood prone area
ent ratio
hydraulics
3.2
velocity fUsec
58.3
0.29
0.39
1.074
0.23
8.1
15.8
discharge rate, Q cfs
shear stress Ibs/ft s
shear velocity fUsec
unit stream power Ibs/fUsec
Froude number
friction factor u/u'
threshold grain size (mm)
check from channel material
0
0.0
0.000
measured D84 mm
relative roughness 0.0 fric. factor
Mannin 's n from channel material

station 3+63 Pool UT of Deep Creek/South Fork
111
110
109 - -_
0
108
> 107
a�
w
106
105 -
104
0 5 10 15 20 25 30
Width from River Left to Right (ft)
section:.-
Pool
UT of Deep Creek/South Fork
Yadkin
description: •.•
height of instrument (ft):
omit distance I FS FS FS
bankfull top of ban
107.95 110.06
35
channel
slope M
40 45
dimensions
25.3
10.9
3.4
5.5
x -section area
2.3
15.0
1.7
^
0 ! 0W4.76
width
�•
�p
l _4.73
bank ht
�■ALL 5
W 4.65
eni ratio
®� 84.74
WI �.
® ■_ 10
I[ 5.32
MM
® � 'WL11.5
71L6.04
MOT. •
FFF undE` ■_12.9
6.65
■_,13.5
;10.06
ME=
{Vt! M
;10.22
:
--'.W,14.5
■ ',15.7
1X10.06
■_x_17
,9.73
� �
„� i♦ 8.1
A9.57
■18.9
9.74
•
■_ `19.7
9.96
I_1 20.5
9.64
•
j21.4
.8.05
�•
_■ j21.8
j7.84
�. •.
�■ tl 22.8
X7.22
�L■
J 6.85
•
p s 26
t 6.29
6.21
�: •
®gip 35.7
5.16
• •
�'■ 39
4.98
bankfull top of ban
107.95 110.06
35
channel
slope M
40 45
dimensions
25.3
10.9
3.4
5.5
x -section area
2.3
15.0
1.7
^
d mean
width
wet P
d max
h d radi
bank ht
v,,!d ratio
fleed prone area
eni ratio
hydraulics
0.42
0.47
n 000
00
25.4
veiocit ft?sec
disc:ha!ge rate; Q cfs
shear stress((lbs/ft sq)
shear velocity ft/sec
Uilit stream POWel (lbs/fUsec:
Froude number
friction factor u/u`
threshold grnin size mm
f! Q
GC:`
measured Di84 (r�t�»i
relative roughness t~ c
,Ma?
cg's n fro;;, chem->' na?e i

-
--
--- —--
- - - - --
--------
- - - - - --
- - - - - --
-------
- - - - - --
- - - - --
------
- - - - - --
- - - - --
-------
- - - - - --
---- --
--------------
------
-------------
-- -
--------------
---X--
--------------
--------
----
-
--------------
---------------------------------------------------------------------------
- --
--------------
------
-------
-------------
--------------
----
-------------
I
---'-
---------------
---- -
-------
- --
------------
------
--------------
-------------------------------------------
------
--------+-----
------
------
-------------
----------
-
11 - ----
--------------
x
--
---------------------------------------------
_
- --
-------
- - - - ---
-- -
---- -
- - - --
-+ - --
-------
- - - - - --
- --
- - - -- -
-- - -
-- - --
- - -.- -
- -- --
- -$--
---------
-
-- ---------------------------------------+
X
-----
--- - -�
--
-----
- ----------
- - - _ _ _._
-----------------------------------------------------
.- - - - - - -
- - - - - - -
- - - - - -
- - - - - - -
- -
_ _ - _ _ __
,_ _ _ _ _ _ -
_ _ _ _ _------------
_ _ _ _ _ _
_ _._ _ _
_
_
-.- _ _
_____
------
_ _ _ _ _ _ _
_ - _ - _
_ - _ _ _ _
_ - _ _ _._ _
- - - - - -
-
---------------------
--------------
------
----------
- - -
- - - - - -
11
- - - ----------------
----
-
- ---
-
- - .- _ _
_ _ _ _ _ _
_ _ _ _ _ _ _
_ _ _ _ _ _
_ _ _ _ _. _
_ _ _ _ _ _
_ _ _ _ _ _ -
_ _ _ _._ _
_ _ _ _
_ - _ _ -
_ _ _.-._
_ _ _ _ - _----------------------
-___-_
-___ _--_
----
----------------------------------
- -----------------------------------------------
+x
/ -------------
------------------------------
-
---- ------
----
-- ---
----* -
------
----- --
--------
-
-----------------------------------
-----------
------
------------
-
-------------
------
----------------------------------
-
--- -
--------
--------
---
------
----------
- --�I
- --
--------------------------------------------------
---------------------
-----------
+
+
--------------
X
------
- --
---------
---
---
--- -_�
-- --
----------------------------------------
--------------
----
----
------
----
-,------------
-----
-----------------------------
---------
------
x ------
-
-
- ----------------------------
------------------------------------
---
--------------
- - - - --
-------
- - - - - --
-- - -
X
- - - - --
- - - --
- - - - --
-------
- - - - - --
- - - - --
- - -----
- - - - - -
- --
-------
---
------
------------
-
x--
------ ---- -----------------------------------------------------
---
- ------
-----
------+-------
X-
---------------
-----------------------------
- ----------------------
-.-------------------------------
------
- ------------
------------------------+-----------x----
-----------_----------
-----------.--
--------------------
------.---------
----------
--------------
------
--- -
--------------
-----
x
--------------------------------------------
-------
------
---------------------
---------------
------
-------------
-- --------------
- ---- ------------
- - - -
------
------
-----------
- ------
------
------
--------------
--------------
-------
-----------F---
------
-------
----- ------ --
------------------------------------
----- - -----------
------
-------------
-----
-- a--------
+xa
u
Y
c00 m
T
I
C
J .
I
O
O
LO
I V i
X
O
O Q
d'
'i
0
I
T
co
LL
O!
0 I I
T I +
LLY
m'I
O X
O 1�1
T
T �
i L-
QD
I
T �
O
O
m
m
U
C
(0
O n
O
co
C
ca
U
0
0
I-
I I
O
LO
I
0
0
co
O
O
N
p kg +o
�v A f O1'd
C� N T O O o0 � O L co N T O O co
O O O O O O 0) O d) O M O O O 00 00
T T T T
(4) Uoi}en91�]
• 0 10

run
1033
•'
12.14
0.67
11.47
run
1046
• •
12.12
0.45
11.67
:. -'riffle
1052
, ,
1203
0.36
11.67
10.2
8.25
run
1069
103.64
12.23
0.47
11.76
pool
1088
-103.64
12.53
0.76
11.77
riffle 1099
1099
.1.2 102.44
11.08
0.5
10.58
pool
1120
102.44
12.55
1.88
10.67
riffle
1131•
•
11.61
0.68
10.93
9.25
5
pool
1151 --
102.44
11.83
0.89
10.94
riffle
1168102.44
11.39
0.42
10.97
run
1195
_ _102.44
11.79
0.81
10.98
9.37
5.2
run
1214
102.44
11.63
0.6
11.03
9.17
5.8
pool
1233
1 103.44
12.95
0.79
12.16
max pool
1249
J ''
13.34
1.18
12.16
_
start glide
1259
0 • •
12.98
0.81
12.17
start run
1277
1 • •
12.87
0.69
12.18
10.53
6.64
pool
1291
,_ . ,
13.17
0.96
12.21
F. _ e _ _..
_ r. _ ._.... .- ....
_.
glide
1307
, .. -_ _ _.
13.05
0.88
12.17
10.05
riffle
1331
12.7
0.5
12.2
10.21
5.66
run
1351
103.44
12.67
0.47
12.2
pool
1368
103.44
13.3
0.91
12.39
riffle @ p-lin 1383
1383
103.44
12.81
0.41
12.4
10.81
6.15
start run
1388
.0.32
12.98
0.92
12.06 _
pool
1397
13.86
1.77
12.09
E.
glide
1417
13.02
0.93
12.09
9.9
start riffle
1446
12.63
0.52
12.11
riffle
1477
;
12.45
0.25
12.2
9.75:
5.24
Nend

station 0+08 Riffle UT of Deep Creek/West Fork
105
104
103
102
101
.0 100
m
ai 99
LU
98
97
96
95
0 5 10 15 20 25 30 35
Width from River Left to Right (ft)
omit
notes I pt.
section: .
Riffle
UT of Deep CreekfvVest Fork
Yadkin
description:
t of instrument (ft):
40 45 50 55
:ance I FS FS FS W fpa I chan
elevation
101
101.07
101.4
101.45
101.15
99.5
98.05
97.83
97.58
97.57
97.66
97.93
99.11
100.59
101.07
101.43
101.5
100.95
100.83
bankfull Itop of bank (ft)
6.83 6.27 20 .0
100.59 1 101.15
anning's
„n„
dimensions
27.9
12.6
3.0
3.6
200.0
x -section area
2.2
15.1
1.9
5.7
15.9
d mean
width
wet P
d max
bank ht
MH
W flood prone area
hydraulics
5.3
147.0
0.69
0.60
4.363
0.39
8.8
44.1
velocity fUsec
discharge rate, Q cfs
shear stress lbs/ft sq)
shear velocity (ft/sec
unit stream power (lbs/ft/sec
Froude number
friction factor ulu'
threshold grain size (mm)
check from channel material
7
103.6
0.020
measured D84 mm
relative roughness 14.3 fric. factor
Mannin 's n from channel material

station 0+26 Pool UT of Deep Creek/West Fork
102
101 --
100 - - -- - -
c 99 - --
0
> 98
a�
W
97
96 -
95
0 5 10 15 20 25
Width from River Left to Right (ft)
tom• station C
SEEM � M..
18.8 5.83 •
23.5 6.05
�J*- 24.4,; 8.06 •
JU■ 25.3 9.48 •
��rw 25.5 10.25
26 10.49 • • •
SEMEN I ■-,i 26.8--M 10.87 OMME
®W MU,27.9 11.15 ••
�r ■ ;;; 28.711.18 • •
�® __ 30 10.62 • •
��`T 30.910.38
.
32.1_ >10.07
k-EOVV 32.7 9.47 •
■ 33.28.22 • •
ZBKFJI[�35 6.62
10n 37 MF
M6.11
30 35 40
cnan
dimensions
34.5
11.2
4.6
5.1
UT of Deep Creek/West Fork
3.1
15.6
2.2
d mean
width
Yadkin
d max
h d radi
description"elevation7bankfull
wid .
flood prone area
lent rat,.
height of instrument (ft)omit
distance
FS
FS
FS
notes pt.
(ft)
(ft)
top of ban
101.05 6.62
6.05
101.24 100.8
101.37
101.3
18.8 5.83 •
23.5 6.05
�J*- 24.4,; 8.06 •
JU■ 25.3 9.48 •
��rw 25.5 10.25
26 10.49 • • •
SEMEN I ■-,i 26.8--M 10.87 OMME
®W MU,27.9 11.15 ••
�r ■ ;;; 28.711.18 • •
�® __ 30 10.62 • •
��`T 30.910.38
.
32.1_ >10.07
k-EOVV 32.7 9.47 •
■ 33.28.22 • •
ZBKFJI[�35 6.62
10n 37 MF
M6.11
30 35 40
cnan
dimensions
34.5
11.2
4.6
5.1
x -section area
3.1
15.6
2.2
d mean
width
wet P
d max
h d radi
bank ht
wid .
flood prone area
lent rat,.
hydraulics
n
.0
0.83
0.65
0.000
0,00
n n
49.9
velocity (ftisec
discharge rate, O (cfs;
shear stress lbs/ft s
shear velocity ft/sec
unit stream power _ibs/ft/sec)
Froude number
friction factor ulU'
threshold grain size mm
143.4
' .020
measured D84 (mm`
relative roughness .1 frit. factor
Mannin 's n from channel material

7+76 Riffle UT of Deep Creek/ West Fork
100
99 -- -- -
98 - -
F 97 - - -
c
96.-..
@ i
w 95
94
93 --
92
0 5 10 15 20 25 30 35
Width from River Left to Right (ft)
0
section:
® 26.5 8.98
• • •
27_ :moi 9.92
width
Riffle
•
loll[-_ 27.8]E,,, 10.78
•
UT of Deep Creek[West Fork
IW flood prone area
IEO.Vii 30.6 10.61
•
Yadkin
33.4
description:
'
height of instrument (ft):
omit
distance FS
FS
FS
notes pt.
(ft) (ft)
elevation
bankfull
top of ban
97.36
WN
97.52
95.77
97.54
11. 2,11 5.98 •
p 14.5; 6.1
'OB 17.1, 6
19 6.41
21.2 6.78 • • •
p 22.8 7.36 • •
t E 242 7.77
25.3 8.15
•
® 26.5 8.98
• • •
27_ :moi 9.92
width
-EOW (slice 27.1 10.75
•
loll[-_ 27.8]E,,, 10.78
•
rvv 29.1 10.84
IW flood prone area
IEO.Vii 30.6 10.61
•
32.7 10.36
33.4
9.92
•
ONEU 34 6 9.24
40 45 50
channel Manning's
,lope (%) "n"
dimensions
23.3
11.8
3.1
4.8
200.0
x -section area
2.0
14.4
1.6
6.0
16.9
d mean
width
wet P
d max
h d radi
bank ht
w/d ratio
IW flood prone area
ent ratio
hydraulics
4.8
111.9
0.61
0.56
3.549
0.36
8.6
37.9
velocity ft/sec
discharge rate, Q cfs
shear stress lbs/ft sq)
shear velocity ft/sec
unit stream power lbs/ft/sec)
Froude number
friction factor u/u*
threshold grain size (mm)
® 35.8
7.96
®Q 37.2
6.67 • •
�0 39.5
6.03
® 43
6.01
®""E 46 5.69 •
check from channel material
7
92.3
0.020
measured D84 mm
relative roughness x,4.0 fric. factor
Mannin 's n from channel material

� s
station 7+89 (approximately) Pool UT of Deep Creek/West Fork
99
98 - - --
97 -
Z 96
C
� 95
m
w 94 -
93
92
91
0 5 10 15 20 25 30 35
Width from River Left to Right (ft)
section: • • •
;Yadkin
f Deep Creek/West Fork
description
height of instrument (ft):
omit I distance FS FS
bankfull
96.43
FS
> of bank
L7.�'�:
97.61
nnel
M
40 45
dimensions
31.6
14.3
4.2
5.4
x -section area
2.2
17.4
1.8
1 �
d mean
width
- ■� 0
6.1
h d radi
:L
OU 6.1
a 5.98
nt atl<_
[ D 10.8
5.8
1a.5
5.8
•
LTOB
f 018
5.93
•
■ 20.4
6.24
■ 21.8
6.73
• •
■ 24.3
7.42
'_: • •
■ 25.9;
7.91
•
■ 26.3
s 9.17
r""",-
r ■A t 27 -IME
9.88
• •
.;.
■j-_ 27.9
`=:10.61
29 _;
11.06
t
■,_ 30.5�L
_ 11.32
'
� 31.9
'11.17
■ 32.2'
r'
10.95
•
■ 32.5
10.57
•
JI[_ 32.910.09
34.2]-V'9.12
• . .
.
■ 35.3
L 8.12
Fm[
N 37.57,11
' •
011[_ 38.$,6.52
Q11,1 41
19,a6.19
bankfull
96.43
FS
> of bank
L7.�'�:
97.61
nnel
M
40 45
dimensions
31.6
14.3
4.2
5.4
x -section area
2.2
17.4
1.8
1 �
d mean
width
wet P
d max
h d radi
bank ht
w o 3tl
u`U .co prone, a u
nt atl<_
hydraulics
1637,
0.68
0.59
! ;
0.38
P 9,
43.0
velocity (ft/sec;
discharge rate O (cfs)
shear stress Ibs/ft sq)
shear velocity (ft/sec
Ut:i ;irc�an; o�v , jbslftlsec')
Froude nUrnber
Krictl ,I? a rt i I/l:_
threshold grain size (mm)
7
103-1
�' '
n-reasured D84+ (n -m` .
relative MUghness Eric. fact
Mannin 's n from channe! materia'

9+91 Riffle UT of Deep Creek/West Fork
97
0 96
> 95
a�
W 94
93
92
91
0 20 40 60 80 100
Width from River Left to Right (ft)
section: IE
Riffle
UT of Deep Creek/West Fork
Yadkin
description: • - . • -
height of instrument (ft): •
omit distance FS FS FS
notes pt. I (ft) (ft) elevation bankfull top of b.
. 98
_I
97.7
97.8
96.5
92.8
92.2
93.9
95.1
97.1
98.5
98.7
98.8
98.5
99.1
98.5
98.4
95.1 98.7
120 140 160
pa channel I manning
1 slooe (%1 "n"
dimensions
29.4
16.5
2.9
6.5
60.0
x -section area
1.8
17.9
1.6
9.2w/d
3.6
®MM
width
®
d max
h d radi
bank ht
ratio
W flood prone area
ent ratio
95.1 98.7
120 140 160
pa channel I manning
1 slooe (%1 "n"
dimensions
29.4
16.5
2.9
6.5
60.0
x -section area
1.8
17.9
1.6
9.2w/d
3.6
d mean
width
wet P
d max
h d radi
bank ht
ratio
W flood prone area
ent ratio
hydraulics
4.2
122.5
0.45
0.48
2.040
0.30
velocity ft/sec
discharge rate, Q cfs
shear stress (Ibs/ft sq)
shear velocity ft/sec
unit stream power (lbs/ft/sec)
Froude number
8.6
27.4
friction factor u/u"
threshold grain size (mm)
check from channel material
7
83.5
0.021
measured D84 mm
relative roughness 13.8 fric. factor
Mannin 's n from channel material

99
98
97
96
0 95
T 94
a�
U' 93
92
91
90
0
om
notes I pt.
N
10+99 Riffle LIT of Deep Creek/West Fork
20 40 60 80 100
Width from River Left to Right (ft)
section:
;Ielevation
ffle
T of Deep CreekNllest Fork
adkin
description: •-fight of instrument (ft):
distance FS FS(ft) (ft) bankfull top of k
97.44
97.24
96.84
92.54
91.24
93.54
94.34
95.04
97.24
97.84
97.94
98.14
�M
1PU
x -section area
1.8
22.3
1.7
11.5
2.8 lent
d mean
width
wet P
d max
h d radi
bank ht
w/d ratio
1W flood prone area
ratio
120 140
W fpa channel
(ft) I slope (%)
Ifn„
160
dimensions
38.8
21.1
3.1
5.6
60.0
x -section area
1.8
22.3
1.7
11.5
2.8 lent
d mean
width
wet P
d max
h d radi
bank ht
w/d ratio
1W flood prone area
ratio
hydraulics
4.3
167.4
0.48
0.50
2.179
0.31
8.7
velocity ft/sec
discharge rate, Q (cfs)
shear stress (Ibs/ft sq)
shear velocity (ft/sec)
unit stream power (lbs/ft/sec)
Froude number
friction factor u/u'
29.1
threshold grain size (mm)
check from channel material
7
86.0
0.021
easured D84 (mm)
rrelativeroughness 13.9 Eric. factor
annin 's n from channel material

13+83 Riffle LIT of Deep Creek/West Fork
99
98 - - -
97 --- _
96
C 95 - - -
> 94
a>
W 93 - - -
92 -
91 - -
90
0 10 20 30 40 50 60 70
Width from River Left to Right (ft)
section:
Riffle
UT of Deep Creek/VVest Fork
Yadkin
description: • .•-VAIllis
height of instrument (ft):
omit distance I FS FS FS W fpa I channel Manning
notes pt. (ft) (ft) elevation bankfull top of bank (ft) slope (%) "n"
98.06
95.13
94.72
93.5
91.92
90.84
90.58
90.54
90.82
92.88
95.37
97.3
98.28
98
93.5 97.3
dimensions
32.9
16.1
3.0
6.8
30.0
x -section area
2.0
17.7
1.9
7.9
1.9
d mean
width
wet P
d max
h d radi
bank ht
w/d ratio
W flood prone a -r -ea -I
ent ratio
hydraulics
4.5
148.8
0.51
0.51
velocity ft/sec)
discharge rate, Q cfs
shear stress (lbs/ft sq)
shear velocity ft/sec
2.534
0.31
8.8
31.4
unit stream power (lbs/ft/sec)
Froude number
friction factor u/u`
threshold grain size (mm)
check from channel material
7
95.6
0.021
measured D84 (mm)
relative roughness 14.1 fric. factor
Mannin 's n from channel material

Riffle Pebble Count
Riffle Pebble Count,
Material
Size Range (mm)
Count
# #
# #
# #
#
# #
#
#90%
#°
#
#
#
#
#
#
#
#
# #
# #
# #
#
#
#
#
# #
Note:
UT of Deep Creek/West Fork
silt/clay
0 0.062 1
Yadkin
very fine sand
fine sand
medium sand
coarse sand
verycoarse sand
0.062 0.13 1
Dinkins Bottom Road
0.13 0.25 1
0.25 0.5 4
Riffle Pebble Count, UT of Deep Creek/West Fork
100% -- -I-1 -17rIT -' f `I f "I -I, ,
I I I I I I 1 1 I 1 1 1 1 1 1 I I I I I I I I I 1 1 1 1 1 1 I I 1 7; 1 1 1
I 1 1 1 1 1 1 1
I I,
0.5 1 6
1 2 13
very fine gravel
fine gravel
fine ravel
g
medium gravel
medium gravel
coarse gravel
coarse gravel
very coarse gravel
very coarse ravel
2 4 12
t . . . I .
1 1 1 1 1 1 1 I I 1 1 1 1 1 1
[
4 6 4
6 8 13
80%
m
I I I 1 1 1 1 1
I I I till
1
8 11 3
LFT
7O%
V 60%
I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1
I I 1 1 1 1 1 1
I I I 1 1 1 1 13
11 16 2
16 22
°
I I I I III I I I I I I I I I I I I I I I I I I I I I I I I
1 1 1 1 1 1 1 1 I I I I till I I I I I I M I
I I I I I
1 1 1 1 1 1 1 1
I I I I I I
I I I I l l l l l
22 32
50%
w
I I 1 1 1 1 I I I I I 1 1 1 1 1 I I I I I I I I I I I I I I I
I I I I I I I I 1 I I I I I I 1 1 1 1 1 1 I I I I I I I I
1 I I I M I
1 I I I I I I I
I I 1 1 1 1 1 1
I I I I I I I I
32 45
40%
V °
30%
I I I I I I I I I 1 1 1 1 I I I 1 1 1 1 1 I I I 1 1 1 1 1
II I. I 1 1 1 111
I I I I I I I
I I 1 1 1 1 1 1
45 64
small cobble
medium cobble
large cobble
very large cobble
64 90
a
11 1 1 1 1 1 1 1111 1 1 ll I I I1till I I I11111
I , I,,,, ,,,,
I II111
I I Illlly
90 128
20%
I 1 I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I
1 1 1
I I I I I I I I
j
I I 1 I l l l l i
i i j ii
128 180
10% till
0% "' 4 " " �" ' ♦ ' " "' " "'
0.01 0.1 1 10 100 1000
Particle Size (mm) --®—Cumulative Percent
" "'
10000
o Percent Item
u 180 256
small"boulder
small boulder
medium boulder
large boulder
very large boulder
256 362
362 512
512 1024
1024 2048
2048 4096
Size percent less than mm
Percent by substrate type
bedrockl
#
D16
D35
D50 D84 D95
silt/cla
sand gravel cobble
boulder bedrock
Total Particle Count:
60
0.675
1.53
2.5 7 10
2%
42% 57% 0%
0% 0%

Pool Pebble Count
Pool Pebble Count,
Material
ize Range
(mm)
Count
# #
# #
# #
#
# #
#
# #
#
#
# #
#
#
# #
#
#
#
# #
#
#
# #
# #
# #
#
#
o eep ree es or
Yadkin
Dinkins Bottom Road
Note:
silt/clay
0 0.062 13
very fine sand
fine sand
medium sand
coarse sand
very coarse sand
0.062 0.13 3
0.13 0.25 11
0.25 0.5 8
Pool Pebble Count, UT of Deep Creek/West Fork
100% - I h i I 7 I I I -1 'I li 11 '—'-,- I' 'I "T7 ,
I I I 1 1 1 1 1 I I I I I 1 1 1 I I I I I 1 1 1 1 1 1 I I 1 1 1 1 1 1 I I I I I I I I r
0.5 1 1
1 2 1
very fine gravel
fine gravel
fine gravel
medium gravel
medium gravel
coarse ravel
coarse gravel
very coarse gravel
very coarse ravel
2 4 1
90%
°
80 /0
4 6
6 8 1
I I I 1 1 1 1 1 I I 1 I I I I I 1 I I I I I I I
I I 1 1 1 1 1 1
1 I I 1 1 1 1 1 I I 1 1 1 1 1 1 7
V I I
8 11
70%
L
L 60%
I I I V I I I I I 1 1 1 1 1 1 I I I V I I I
I I I I I I I I I I I I I 111 I I V I I I
I I I V I I I
I V I I I
I 1 ( V I I I I I 1 1 1 1 1 1 1
I I V I I I 1 I 111 i
11 16
16 22 1
I I I I I I I I I V I I I I I 1 1 1 1 1
I I I V I I I
I I I V I I I I I I I 1 1 1
22 32
M 50%
40%
1 I I I I I I I 1 I 1 I I I I I I I 1 1 1 1 1 1
I 1 1 1 1 1 1 I I I I 1 1 I 1 1 1 1 1 1 1
1 I I I I 1 1 1
I 1 I I I I I I
I I 1 1 1 1 1 1 I 1 I I I I I I
1 I 1 1 1 1 1 I 1 1 1 1 1
32 45
45 64
V
1 1 1 1 1 1 I 1 1 1 1 1 I I I 1 1 1 1 1
I I I I I Ill
I I I I IIII I I I I I I I
small cobble
medium cobble
large cobble
very large cobble
64 90
a 30%
1 I I I I I I 1 ®I I I I 1 1 I I I 1 1 1
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 1 I I I I I
I I I I I I I I
I 1 1 1 1 1 1 1 I I I I 1 1 1 e
I I I I I I I I I 1 I 1 1 1 1 1
90 128
20%
°
/0
I I I I I 1 1 1 1 1 1 I I I I I I I
I I 1 I I I I I
I I I I I 1 1 1 I I 11 I 1 s
128 180
180 256
10
0% • ® V
0.01 0.1 1 10 100 1000 10000
Particle Size (mm) —w—Cumulative Percent
small boulder
small boulder
medium boulder
large boulder'
very large boulde
256 362
362 512
512 1024
1024 2048
2048 4096
Size percent less than mm
Percent b substrate type
bedrock
#
D16
D35 D50 D84 D95
silt/clay
sand gravel
1
cobble boulder bedrock
Total Particle Count:
40
#N/A
0.08 0.2 0 4
33%
60% 8%
0% 0% 0%

Pebble Count
I
I
I I 1 1 1 1 1 1 I 1 1 1 1 1 1
I I I I I I I I V I I I
I I I ( I I I I I 1 I 1 1 1 1 1
I I I V I I I I I I 1 1 1 1 1 1
I I I V I I I 1 I I 1 1 1 1 1
I 1 I V I I I I I I V I I I
I
I
Pebble Count,
I 1 1 1 1 1 1 1 I I 1 11 I I 1(
I I I 1 1 1 1 1 1 I I I I I I I S
I ( I I I I II I ( I I I I II
1 I I V I I I I I I V I I I
Material
Size Range (mm)
Count
# #
# #
# #
#
# #
# #
#
#
#
#
#
#
#
#
#
#
#
#
#
#
#
#
#
#
1
Note:
UT of Deep Creek/West Fork
I 1 1 1 1 1 1 1 I 1 I ( I I I I
I I 1 1 1 1 1 1 I I I V I I I
silt/clay
0 0.062
Yadkin
I I 1 1 1 1 1 1 1 1 I I I I I
1 I I I I 1 11 I I V I I I
very fine sand
fine sand
medium sand
coarse sand
very coarse sand
0.062 0.13 3
Dinkins Bottom Road
I I I ( I I I I I I 1 I I I I
0.13 0.25 9
Bar Sample near Station 7+76, Riffle 3
I I I V I I I I I I I I 1 I I t
0.25 0.5 16
Pebble Count, UT of Deep Creek/West Fork
100%
90%
I I ( I I I I I I I 1 1 1 1 1
I I V I I I I I 1 1 1 1 1 1
0.5 1 20
1 2 13
very fine gravel
fine gravel
fine gravel
medium gravel
medium gravel
coarse gravel
coarse gravel
very coarse gravel
verycoarse ravel
2 4 16
4 6 8
I I I ( I I I I 1 I I 1 1 1 1 1
1
I I 1 1 1 I I I I ( I I I I
1 I I ( I I I I I I I V I I I
6 8 7
80%
s
8 11 5
70%
60%
11 16 2
16 22 2
22 32
ii 50%
40%
32 45
45 64
N 30%
small cobble
medium cobble
large cobble
verylarge cobble
64 90
a
90 128
20%
10%
128 180
w 180 256
0%
0.01 0.1 1 10 100 1000
Particle Size (mm) --� Cumulative Percent
10000
A Percent Item
small'boulder
small boulder362
medium boulde'
large boulder
very large boulder2048
256 362
512
512 1024
1024 2048
4096
Size percent less than (mm)
Percent by substrate type
bedrock
#
D16
D35 D50 D84 D95
silt/clay sand gravel cobble
boulder bedrock
Total Particle Count:
101
0.299
0.65 1.1 6 10
0% 60% 40% 0%
0% 0%
I I 7 f '1 ("1 I"I'I" "_•.....'.••1
I 1 I V I I I I I I 1 1 1 1 1
I 1 I 1 1 1 1 1 I I I I I I 1 1
I
I
I I 1 1 1 1 1 1 I 1 1 1 1 1 1
I I I I I I I I V I I I
I I I ( I I I I I 1 I 1 1 1 1 1
I I I V I I I I I I 1 1 1 1 1 1
I I I V I I I 1 I I 1 1 1 1 1
I 1 I V I I I I I I V I I I
I
I
I I I I I I 1 I I V I I I
I I I 1 1 1 I I 1 1 1 1 1 1
I 1 1 1 1 1 1 1 I I 1 11 I I 1(
I I I 1 1 1 1 1 1 I I I I I I I S
I ( I I I I II I ( I I I I II
1 I I V I I I I I I V I I I
I
I
I 11111 I V I I I II
I V I I I I I I 1 1 1 1 1
I 1 1 1 1 1 1 1 I I I I 1 1 I Iii(
I I I I I 1 1 1 1 I I V I I I
I I I V I I I I I I V I I I
I I I V I I I I I 1 1 1 1 1 1
1
I I I I 111 I I I I I 1 11
I I V I I I I I I V I I I
I I I V I I I 1 I I I l l l l i
I I I V I I I I I I I l l l l f
I 1 1 1 1 1 1 1 I 1 I ( I I I I
I I 1 1 1 1 1 1 I I I V I I I
I
I
1 I ( I I I I I I 1 1 1 1 1 1
I I I M I 1 I I 1 1 1 1 1
I I I 1 1 1 1 1 I I I V I I I
I I I I I 1 1 1 I I 1 1 1 1 1 1
I I 1 1 1 1 1 1 1 1 I I I I I
1 I I I I 1 11 I I V I I I
I
I
I I V I I I I I I I I 1 1 1
I I V I I I I I I V I I I
I I 1 1 1 1 1 1 1 I 1 1 1 1 1 1
I I I V I I I I I 1 1 1 1 1 1
I I I ( I I I I I I 1 I I I I
I
I I I I III I I I V I I I
I I I V I I I I I I I I 1 I I t
I 1 1 1 1 1 1 1 I I I I I I I
I I 1 1 1 1 1 I 1 1 1 1 1 1
1
I
I I ( I I I I I I I 1 1 1 1 1
I I V I I I I I 1 1 1 1 1 1
I I I V I I I I I I I I I I I I
I I I I I I 11 I I I V I I I
I 111
jj
I I I ( I I I I 1 I I 1 1 1 1 1
1
I I 1 1 1 I I I I ( I I I I
1 I I ( I I I I I I I V I I I

Stream: West Fork, Deep Creek Mitigation Bank, Yadkin County, North Carolina
Date: 25 July 2002
Crew: Peter Jelenevsky
Notes: Used Average Values of the Existing Channel Conditions Data
Entrainment Calculation
Critical Dimensionless Shear Stress:
Tci = 0.0834(d50/ds50)-0•872
Value Variable
Definition
2.5 d50 (mm)
D50 Bed Material (D50 from riffle pebble count)
1.1 dS50 (mm)
Bar Sample D50 or Sub -pavement D50
0.0407 TCi
Critical Dimensionless Shear Stress
Bankfull Mean Depth Required for Entrainment of Largest Particle in Bar Sample:
d = (TCI*1.65*Di)/S
1 65=submerged specific weight of sediment
Value
Variable
Definition
0.0407
TCi
Critical Dimensionless Shear Stress
0.0590
Di (feet)
Largest particle from the Bar Sample
0.0047
S (ft/ft)
Bankfull Water Surface Slope (Average Channel Slope)
0.84
I
I d(ft)
I
Bankfull Mean Depth Required
1.78
De(ft)
Existing Bankfull Mean Depth (from riffle cross section)
Circle: Stable (de/d=1) Aggrading (ddd<1)
Sediment Transport Validation
18
Largest Particle in Bar Sample Di (mm)
0.42
Bankfull Shear Stress Tc= yRS (Ib/ft2)
23
Moveable particle size (mm) at bankfull shear stress (predicted by the Shields
Diagram: Red field book: p190)
0.32
Predicted shear stress required toinitiate movement of Di (mm) (see=shields
Diagram: Red field book: p190)

Stream: West Fork, Deep Creek Mitigation Bank, Yadkin County, North Carolina
Date: 25 July 2002
Crew: Peter Jelenevsky
Notes: Used the Average Dimensions and Slopes of the Proposed Channels
Entrainment Calculation
Critical Dimensionless Shear Stress:
tci = 0.0834(d50/ds50)-0.872
Value
Variable
Definition
2.5
d50 (mm)
D50 Bed Material (D50 from riffle pebble count)
1.1
ds50 (mm)
Bar Sample D50 or Sub -pavement D50
I0.0407 ! Tci
i
Critical Dimensionless Shear Stress
Bankfull Mean Depth Required for Entrainment of Largest Particle in Bar Sample:
d = (TCi*1.65*Di)/S
1 65=submerged specific weight of sediment
Value
Variable
Definition
0.0407
Tci
Critical Dimensionless Shear Stress
0.0590
Di (feet)
Largest particle from the Bar Sample
0.0028
S (ft/ft)
Proposed Bankfull Water Surface Slope (Average Channel
Slope)
______
1.4
d(ft)
Bankfull Mean Depth Required
1.7
Dp(ft)
Proposed Bankfull Mean Depth (from riffle cross section)
Circle: Stable (de/d=1) Aggrading (de/d<1) Degrading (de/d>1)
Sediment Transport Validation
18
Largest Particle in Bar Sample Di (mm)
•24
Bankfull Shear Stress Tc= yRS (Ity/ft2) -
15
Moveable particle size (mm) at bankfull shear stress (predicted by the Shields
Diagram: Red field book: p190)
0.32
Predicted shear stress required to initiate movement of Di (mm) (seeShields
Diagram: Red field book: 190

Design and Existing Conditions Summary
Sal's Branch
Mill Creek
-F,
South Fork
West Fork
West Fork
Survey Crew
Doll/Jelenevsky
Jelenevsky et. al.
iel6fi&vs
S&EC, PA
JWfiOvsk-y�,. S&EC, PA
)F@6fio
S&EC, PA
J6l0fi6,v-sV,',',-
Survey Date
Jun -01
Mar -02
Ai -02
P
Mar -02
"
,.,,'Juh�02
Mar -02 Jun, -02
Mar -02
"-'Jun=02
Parameter
Reference
Reference
,,ewe 6ncel,,,
Existing
Desi gd,
Existing
esign,,',,-
Existing
Stream Type
E
E4
E5��`,
E5
A ES
Drainage Area (min
0.35
2.6*
0,9
0.9
0.9
1.4
:1'2.2
Z.1
Bankftdl Width (Wbkt)
10.2
18.4
13.5
6�:,�,, 'T
12.2
5'
17.9
Bankftdl Mean Depth (Dbkf)
1.3
1.5
. 4
5,
2.1
1.86
Width/Depth Ratio
7.6
12
9.6
5.8
9.6
Max Riffle Depth Ratio (Dmax/Dbkf)
1.5
1.9
1.8
1.45
.,5
1.6
f "06,
Max Riffle Depth
1.9
2.9
2.6
�"15 -
3
3
Bankfull Cross -Sectional Area (Abld)
13.8
'27.5
17.7,
18.5
21,
25.6
-26,
{33.7
30-,,,
Bankfull mean velocity (Vbkf)
4.9
3.2
5
4.3
Bankfull Discharge (Qbkf)
134
58.3
;;58:;8`==129.5
�'!32�I
j;
146.2
1,; 96
Bankfull Maximum Depth (Dmax)
1.9
2.9
2.6
5'" 'Y
3
7,5�" "5p,
3
3p,,,
Width of Flood Prone Area (Wfpa)
100
200
,,
2 Q6
200
- 409
200
4,qO"'
50
Entrenchment Ratio (\VfpaiWbkf)
9.8
10.9
14.8
16.4
2.8
Min Meander Length (Lm)
35.0
40-5
N/A
N/A
'50 N,�
N/A
5
N/A
Max Meander Length (Lm)
43.0
76
1,00'
N/A
7, 5 't",
N/A
': 9
N/A
'�O
Min Meander Length Ratio (Lm/Wbkf)
2.0
2.2
�V/A
N/A
N/A
N/A
Max Meander Length Ratio (Lm/Wbkf)
4.2
4.1
N/A
t:5-
N/A
61
N/A
Min Radius of Curvature (Rc)
11
30
Wlk
N/A
:`245� '-,
N/A
e
' N/A
Max Radius of Curvature (Rc)
21
44
40
N/A
N/A
T'
N/A
Min Radius of Curvature Ratio (Rc/Wbkf)
1
1.6
'NA -
N/A
IfT$
N/A
V75',, -"
N/A
1.7,5,=1 I
Max Radius of Curvature Ratio (Rc/Wbld)
2
2.4
2:
N/A
S. 5,,,
N/A
N/A
Min Belt Width (WbIt)
20
40
'c
N/A
0
N/A
'
N/A
Max Belt Width (WbIt)
62
76
N/A
8 5',
N/A
N/A
Min Meander Width Ratio (WbIVWblct)
2.0
2.2
N/A
N/A
--12
N/A
Max Meander Width Ratio (WbIVWbkf)
6.1
4.1
i.-',3,8`J.
N/A
N/A
N/A
4, 6'
Sinuosity (Slength/Vlength)
2
1.8
t53
1.05
.5
1
P
1.06
Valley Slope
0.006
0.14
0.0043
t 0,00:45.i;�'-,,,
0.0025
0.0025
Avg. Channel Slope
0.005
0.008
- m0.004
0.0037
0.006
_�5:-,�,
loo
0.0044
003 -
Min Riffle Slope (Srit)
0.016
0.007
0.0042
X, #008�,Z
0.0025
W Q.609',"
0.0085
Q;00t?171�1�
Max Riffle Slope (Srit)
0.036
0.0367
0.0476
01, 04-5
0.059
0.098
0, 01-'s
Min Riffle Slope/Ave Slope (Sriff/Save)
3.0
1
1.05
1" 77
0.58
3
6'
Max Riffle Slope/Ave Slope (Srfff/Save)
6.9
5.2
11.9
r S, 1 i
11.8
X
35
Min Riffle Length Lnffle
3.0
12
121,5
9
1,5;
5
Max Riffle Length Lriffle
28
60
43
4-354�
29
i4 V
27
0
Min Riffle Length/Bankfull Width (Lfimbkf)
0.3
0.65
0.9
0.73
0.3
Max Riffle Length/Bankfull Width (Lrif/Wbkf)
2.7
3.2
3.1
5,,,'
2.4
�zF 2
1.5
3',
Pool Slope (Spool)
0
0
0
0
-,
0
0°;.0,`'.n.
Pool Slope Ratio (Spool/Savg)
0
0
VA,
0
0
0
Z f
Mm Pool Depth (Dpool)
Max Pool Depth (Dpool)
Min Pool Depth Ratio (DpooI/Dbkf)
Max Pool Depth Ratio (Dpool/Dbkf)
2.
3.26
2.2
2.5
4.3
4.4
2.9
2.9
�g
Only one pool
cross section was
collected
4.2
4.6
2
2.2
8 V
X ;#
No pool
cross
sections
collected
1
because of
bed
poor e
rM
form
4'- "�V
A
22,o
1 n
Pool Area (Apool) 24.0 50.5 25.3 33 4045i,4�,
1.36 1.3 7, 4
Pool Area Ratio (Apool/Abkt) 1.7 1.8 -3� �q
��,4 �2,'•,� , 1" :5
Min Pool Length (Lpool) 21 21 17 16 A;
R i6O
Max Pool Length (Lpool) -7-2.1
35
53
48
58
0
IMin Pool Length Ratio (Lpool/Wbkf)
1.14
1.25
",2.2 85
1.3
3 5,3

Max Pool Length Ratio (Lpool/Wbkf)
34
2.8
-5
4.8
1
Pool Width (Wpool) 10.2 19-30 10.9 11.2-14.3
PI
Pool Width Ratio (Wp
1g
1.0-1.6
'A
0.8
0.92-1.2
Min Pool/Pool SpacinooVWbkf)
(p -p)
51
30
24
41
'60
3
.75
Max Pool/Pool Spacing (p -p)
66
84kr
t Nlk,-,,
119
126
119
Min Pool Spacing Ratio (p-p/Wbkf)
5.0
1.6
IN4A
1.77
7
3.4
1.7
,ryn-4'4r
Max Pool Spacing Ratio (p-p/Wbkf)
6.5
4.6
8.8
t'--�,
10.3
6.6
Materials:
If
1. Particle Size Distribution of Channel
d16
0.198
0.78
0.088
0.088
/kill, 10.088
d35
1 1
27.2
0.33
0.33
0.33
An
d50
7.6
57.9
Vk '
,�N
/A
1.1
d84
28
146
7
7
7
d05
45
175
111
9
IS'w,
9
9
2. Particle Size Distribution of Bar
d16
1.85
2
0299.
0.299
0.299
j4.7,Nl
d35
17.19
15.41
0.65
0.65
065
W1
d50
237
22
d84
43
54•
6
6
N/
•6
d95
1 83
85
10
10
10
Largest Size at Toe of Bar
95
100ff
18
18
/Ai"L
18
* Denotes effective Drainage Area

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Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, Norh Carolina 27614 . Phone: [phone] • Fax: [phone]
rig, l; w .SandECeom a a
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DEEP CREEK WETLAND MITIGATION SITE
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W n m a
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DEEP CREEK WETLAND MITIGATION SITE
FORK TYPICAL CROSS-SECTIONS
REACH I
BANKFULL WIDTH 14 FEET
2.5 5.0 7.5 10.0 12.515.0
RIFfLE MA% DEPTH 2.0-2.5 FT
CROSS-SECTIONAL AREA 21.0 FT 2
AVE. DEPTH 1.5 FT
POOLDEPTH 3.3-3.75 FT
2.5 CROSS- CTIONAL AREA 30.5 FT z
\I/ AVE. D H 2.0-2.2 FT
5.0
FLOODPLAIN
2.5
5.0
7.5
REACH 2
BANKFULL WIDTH 15 FEET
0 2.5 5.0 7.5 10.0 12.5 15.0
2.5
5.0
7.5
RIFFLE MAX DEPTH 2.5-2.75 FT
CROSS-SECTIONAL AREA 26.0 FT 2
AVE. DEPTH 1.8 FT
POOL MAX DEPTH 3.5-41.0 FT
CROSS-SECTIONAL AREA 40.0-45.0 FT
AVE. DEPTH 2.5 FT
REACH 3
BANKFULL WIDTH 17 FEET
l 2.5 5.0 7.5 10.0 12.5 15.0 17.!
RIFLE MAX DEPTH 2.5-3.0 FT
CROSS-SECTIONAL AREA 30.0 FT s
AVE. DEPTH 1.8 FT
POOL MAX DEPTH 4.0-4 FT
CROSS-SECTIONAL AREA 47.0 FT'
AVE. DEPTH 2.5-3.0 FT

44
25 04 2002

ar
y
Reach 2: Riffle at station 0+08
Reach 2: Station 2+60, looking downstream from road crossing

Pre -Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.an-ny.miI/wetlands/reZour.litm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12

CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.mil/wetlands/nwpfinalFedReg.pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on -hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12

Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
❑ Section 10 Permit
® 401 Water Quality Certification
❑ Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 27, 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ❑
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII — Mitigation), check here: ❑
II. Applicant Information
1. Owner/Applicant Information
Name:Lamar Beasley -President American Wetlands and Natural Resources Exchange
Corporation
Mailing Address: 11876 Sunrise Valley, Suite 200
Reston, VA 20191
Telephone Number: 703-860-0045 Fax Number: 703-860-0041
E-mail Address: amwlandskerols.com
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Peter Jelenevsky
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh North Carolina 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: Jelenevsky_ASandEC.com
Page 3 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17 -inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Deep Creek Mitigation Site
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 5845-86-8693
4. Location
County: Yadkin Nearest Town: Yadkin
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): U.S. 421 West toward
Yadkinville take Dinkins Bottom Road (SR 1570) exit, take a right onto Dinkins Bottom
Road at the top of the ramp. You will be heading south. Dinkins Bottom Road becomes a
dirt and gravel road approximately 1000 feet from the exit ramp, drive approximately 3/4 -mile
and take a right on the first dirt road after you cross over the Deep Creek Bridge. Continue
for approximately 1000 feet down the dirt road.
5. Site coordinates, if available (UTM or Lat/Long): 0360 05' 54.0" N 0800 31' 29.8"W
(Note — If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
>95% is in Agricultural Use and <5% Forested
7. Property size (acres): 70.745
8. Nearest body of water (stream/river/sound/ocean/lake): Deep Creek
9. River Basin: Yadkin
Page 4 of 12

(Note — this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: Restore 30.4 acres of wetlands, create 12.1
acres of wetlands and restore 5,540 linear feet of stream. Remove the existing farm road and
crossings located within the wetland restoration area and relocate the access road and stream
crossing downstream of the wetland restoration footprint.
11. List the type of equipment to be used to construct the project: 2 hydraulic excavators, a front
end loader, and a grader.
12. Describe the land use in the vicinity of this project: Primarily gricultural and forested.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
The site has been historically ditched and drained for agricultural production and as a result
determined non -jurisdictional by USACE representative Mrs. Jean Manuele. The hydric soils
boundary has been mapped by a licensed soil scientist and was subsequently field confirmed by
USACE-Raleigh North Carolina Field Office.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: No Once restoration work has been implemented and the road crossing has been
relocated and installed the site will be protected for mitigation purposes in perpetuity.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
Page 5 of 12

plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma)
Type of Impact*
Area of
Impact
acres)
Located within
100 -year Floodplain**
(es/no)
Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A
Road Crossing
50
UT of Deep Creek
20
Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100 -Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA -approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http.//www fema cov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: approximately %2 -acre
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact*
Length of
Impact
(linear feet)
Stream Name**
Average Width
of Stream
Before Impact
Perennial or
Intermittent?
leases eci )
Impact A -Reach 3
Station 11+39.58
See Section 10 for
Details
Road Crossing
50
UT of Deep Creek
20
Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip -rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
Page 6 of 12

stabilization activities (cement wall, rip -rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www usQs.ao,. Several internet sites also allow direct download and printing of USGS maps (e.g., www topozone.com,
www mapquest com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 50
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact*
Area of
Impact
(acres)
Name of Waterbody
(if applicable)
Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ❑ uplands ❑ stream ❑ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw -down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower -impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The nr000sed road crossing will replace two existing crossings that will be removed in order
to maximize the proposed restorable wetland acreage and stream length and subsequently
eliminate future maintenance activities and other conflicting uses associated with the existing
Page 7 of 12

farm road. The width of the two existing crossings proposed for removal equate to the width of
the proposed road crossing. The proposed crossing, will be located outside of the proposed
wetland restoration and creation areas. The purpose of the proposed road is to provide access to
adjacent property following the removal of the two existing crossings. This crossing will
provide the only access route to properties immediately adjacent and to the west of the mitigation
site.
The stream restoration portion of the proposed site work will increase the existing stream length
by approximately 1,000 linear feet, in addition to the restoration of the existing 4,526. Following
the construction of the restored stream reaches the existing channels will be backfilled to match
the adjacent flood plain elevation.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE — In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/iicwetlatids/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
See Stream Restoration Plan
Page 8 of 12

2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hgp://h2o.enr.state.nc.us/wM/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non -riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ❑
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ❑ No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ❑ No ❑
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar -Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Page 9 of 12

Yes ❑ No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone*
Impact
(square feet)
Multiplier
Required
Mitigation
1
3
2
1.5
Total
* Zone 1 extends out 30 teet perpendicular trom near banK of channel; Gone 2 extenas an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ❑ No
Is this an after -the -fact permit application?
Yes ❑ No
Page 10 of 12

XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw -down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/
(Agent's si
is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office
Alexander
Cherokee
Iredell
Mitchell
US Army Corps of Engineers
Avery
Clay
Jackson
Polk
151 Patton Avenue
Buncombe
Cleveland
Lincoln
Rowan
Room 208
Burke
Gaston
Macon
Rutherford
Asheville, NC 28801-5006
Cabarrus
Graham
Madison
Stanley
Telephone: [phone]
Caldwell
Haywood
McDowell
Swain
Fax: [phone]
Catawba
Henderson
Mecklenburg
Transylvania
Raleigh Regulatory Field Office
Alamance
Durham
Johnston
Rockingham
US Army Corps Of Engineers
Alleghany
Edgecombe
Lee
Stokes
6508 Falls of the Neuse Road
Ashe
Franklin
Nash
Surry
Suite 120
Caswell
Forsyth
Northampton
Vance
Raleigh, NC 27615
Chatham
Granville
Orange
Wake
Telephone: [phone]
Davidson
Guilford
Person
Warren
Fax: [phone]
Davie
Halifax
Randolph
Wilkes
Washington Regulatory Field Office
Beaufort
Currituck
Jones
US Army Corps Of Engineers
Bertie
Dare
Lenoir
Post Office Box 1000
Camden
Gates
Martin
Washington, NC 27889-1000
Carteret*
Green
Pamlico
Telephone: [phone]
Chowan
Hertford
Pasquotank
Fax: [phone]
Craven
Hyde
Perquimans
Wilmington Regulatory Field Office
Anson
Duplin
Onslow
US Army Corps Of Engineers
Bladen
Harnett
Pender
Post Office Box 1890
Brunswick
Hoke
Richmond
Wilmington, NC 28402-1890
Carteret
Montgomery
Robeson
Telephone: [phone]
Columbus
Moore
Sampson
Page 11 of 12
Pitt
Tyrrell
Washington
Wayne
200 Z
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only

Fax: [phone]
Cumberland New Hanover Scotland
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
North Carolina State Agencies
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management
Beaufort
Chowan
Hertford
Pasquotank
1638 Mail Service Center
Bertie
Craven
Hyde
Pender
Raleigh, NC 27699-1638
Brunswick
Currituck
New Hanover
Perquimans
Telephone: [phone]
Camden
Dare
Onslow
Tyrrell
Fax: [phone]
Carteret
Gates
Pamlico
Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator
Alleghany
Caldwell
Watauga
3855 Idlewild Road
Ashe
Mitchell
Wilkes
Kernersville, NC 27284-9180
Avery
Stokes
Telephone: [phone]
Burke
Surry
Mountain Region Coordinator
Buncombe
Henderson
Polk
20830 Great Smoky Mtn. Expressway
Cherokee
Jackson
Rutherford
Waynesville, NC 28786
Clay
Macon
Swain
Telephone: [phone]
Graham
Madison
Transylvania
Fax: [phone]
Haywood
McDowell
Yancey
Page 12 of 12

15:26 J_ LAMAR BEASLEY [phone] P.02
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • R 0-gh, Nonh Carolina 27614 . Phone (W,) 946 591A) • Fax M19) 946-0467
www SendEC com
AGI -NT AUMOMZATK)N FORM
All HiAnks •1'o He Filled 1n By The current Landowner
Address: 1L8T� cif- � ..?ctl t?0� V.A Z l i 1 _
i4T�ia�1�
.�r�'Gc?�?xANs; C'PE.�rr� /.t. / �� � k-'�r�e•vas; q«�� ,—�ee .s; ��9ro /i,✓��ra� Sn,t��aw•
gate: - u,�
The Department of tbo Army
U.S A.reny Corps of Engineers, Wilmington District
A.O. Box
Wilmington, NC; 28402
Atte.: MK. TODD TUGWEN.
- •eaC: RAL FK;H REGULATORY FIELD OFFICE
Rc: Wetlands Relate(l Cransulting stud I'ernvtting
To Whom It May Lola earn:
1, the current property owner, hereby designate and authorize Sod. & i:«m
varonFnta) CO"sldtaln
o , Inc to
act in rbehalf as my agent in the processing of pellxtit applications, to fiimish upon request
sT j pplemental informahon in support of applications, etc. ftom this day fnrwvard The
r.� no-,kiration supersedes any previous coJrespondence cotnceirunB the agent fir riles project_
T ICE: This authori cation, for liability and professional co>arteey rrxesans, is valid only for
e?vernment offilcials to enter the property when accompanied b�► 5&fiC staff. you should ca115C
to arrange a site meetin6 prior to visiting the site.
.' /i>rp..>�,�_ AdeAAPrint Property Owner's Name
LC Mr John Domev
NCOE,NR - DMI iNater Quality Maiuling
4401 Reedy Creek Road
Ralmsh, NC 27607
ropeXty t'r'5 �dQ,na
cc, Mr. Peter -A.. elmlevsk}.
Soil & Environrne'ntal Consultants, hlc-
11010 haven Ri,ige Road
Raldgh, NC 27614 op.-Ac.Ero
C�ar '.)f6ge, (im;=bWQ Qok.?., Office
?O-1 F7o,pei11N ch -11i h Itoacl 1817-F I awndale Drive 9 J 6 BnSLon Road
28269 115) (ircencbgro, NC 77455 laykir5v111�, �C 28681
004) 120940, Phnne (;36)54()-923J Ylwrle IK?8+6�� `H'0
1-6Lx f336) 540-8235 7ax (918)

EASEMENT AGREEMENT ("AGREEMENT")
BETWEEN
BENJAMIN H. HARDING, JR. AND WIFE BEIRNE M. HARDING
AND ANN H. HOLLAND AND HUSBAND DENNIS HOLI,AND
AND
AMERICAN WETLANDS AND NATURAL RESOURCES EXCHANGE
CORPORATION
FOR
CREATION, OPERATION, MONITORING AND MAINTENANCE OF
WETLANDS HABITAT
This Agreement is made the 1st day of June 2001, by and between Benjamin 11.
Harding, Jr. and wife, Beirne M. Harding and Ann H. Holland and husband, Dennis Holland
("Grantors"), and American Wetlands and Natural Resources Exchange Corporation, it
Colorado corporation ("American Wetlands").
WHEREAS, American Wetlands wishes to construct, operate, monitor and maintain in
accordance with plans to be developed and approved by the U.S. Army Corps of Engineers
("the Corps")70.745 acres of wetlands habitat on Grantors' real property located in Forbush
Township, Yadkin County, North Carolina (the "Wetlands Project").
WHEREAS, American Wetlands wishes to operate the -Wetlands Project as a "wetlands
bank", or similar entity in order to create and sell credits to persons who must satisfy
requirements of Section 404 permits issued by the Corps to mitigate impacts resulting from
construction and similar activities that disturb jurisdictional wetlands in the vicinity of the
Wetlands Project, and
WHEREAS, Grantors are prepared to grant to American Wetlands, on terms and
conditions set forth herein, a perpetual easement in the said property where no such casements
currently exist, and to ensure that any existing easements are not in conflict and would permit
American Wetlands to have non-exclusive access to and from, construct, operate monitor and
maintain the Wetlands Project, in total in accordance with the Corps -approved deign plan.
NOW, THEREFORE, it is agreed as follows:
1. For the consideration described in the Option Agreement, dated February 7, 2000,
between the parties and other good and valuable consideration, Grantors, for themselves, and
their heirs, successors, and assigns, hereby grant and convey to American Wetlands a
perpetual non-exclusive easement on and across those portions of Grantors' property described
on Exhibit "A" attached hereto and incorporated herein -by reference and consisting of 70.745
acres ("the Wetlands Easement Acreage"); to have non-exclusive access over that easement
1

described in paragraph 6 herein, to and from, and to construct, operate, monitor, and maintain
wetlands habitat and the "Wetlands Project".
2. Grantors expressly warrant and represent that they are the exclusive fee simple
owners of the Wetlands Easement Acreage, and that the Wetlands Easement Acreage is free
from any and all encumbrances, claims, demands, mortgages, liens, and liabilities, excepting
those of record as of the date of execution of this Agreement. Grantors further warrant and
represent that they will assign any riparian water rights they might hold, and will not take any
action to divert or to put to other uses water necessary for the non-exclusive access to and
from, or the construction, operation, monitoring, and maintenance of the Wetlands Project.
3. American Wetlands shall be entitled to improve, excavate, fill, ditch, tunnel, plant,
revegetate, or otherwise alter the Wetlands Easement Acreage, as may be necessary, for the
creation, operation, and maintenance of the Wetlands Project thereon, as long as the same is
done in accordance with the Corps -approved design plan and in compliance with all applicable
statutes, ordinances, case law, and regulations. Grantors will permit American Wetlands to
construct over that easement described in Paragraph 6 herein non-exclusive access to or upon
to Wetlands Easement Acreage as may be necessary to create the Wetlands Proiect, and from
time to time as may be necessary to operate, monitor, and maintain the Wetlands Project.
The cost of the construction of this access shall be the sole responsibility of American
Wetlands. This access shall allow American Wetlands permanent non-exclusive access for
ingress, egress and regress from Dinkins Bottom Road to the Wetlands Easement Acreage over
that easement described in Paragraph 6 herein.
4. American Wetlands and its contractors and subcontractors shall conduct all of their
activities in connection with construction of the Wetlands Project so as to minimize to the
extent practicable, disturbance to Grantors' property and ecosystem thereon. Notwithstanding
anything to the contrary herein, American Wetlands shall not construct any buildings,
structures or roads on the Wetlands Easement Acreage or elsewhere on Grantors' property,
except the three (3) monitoring sites, without the prior written consent of Grantors. Tile
location of all buildings, structures or roads shall be agreed upon between the parties and shall
be specified by the parties in writing. American Wetlands shall ensure that all of Grantors'
property not utilized for the Wetlands Project, including without limitation, all approaches to
the Wetlands Easement Acreage, are restored, or otherwise left in a manner satisfactory to
Grantors, following construction of the Wetlands Project.
5. American Wetlands shall have no right to and shall not use any portion of the y
Wetlands Easement Acreage for any purpose other than creation, operation, monitoring, and
maintenance of wetlands habitat thereon.
6. Grantors shall provide non-exclusive access for American Webands and its
contractors and subcontractors to or across Grantors' property as may be necessary for
construction, operation, monitoring and maintenance of the Wetlands Project. The location
and condition of this access shall be as is described in the Right -of -Way Easement Agreement
as is set forth in Record Book 521, Page 441, Yadkin County Registry and Granters convey to
01

Grantee, its successors and assigns, the non-exclusive utility easement and the non-exclusive
right-of-way easement of ingress, egress and regress (including the 10 foot temporary
construction easement) described in Record Book 521, Page 441. Access and monitoring shall
include the installation, operation, and maintenance of up to three (3) water monitoring sites
each of approximately three feet by three feet in size (3' x 3') in the adjacent hardwood
bottom, and access by foot to take necessary occasional measurements. The precise location
of the monitoring sites will be agreed upon between the parties.
7. American Wetlands agrees to construct a farm road across the Wetlands Acreage to
replace the existing farm road across the Wetland Acreage. The farm road to be constructed by
American Wetlands shall:
a. run over and across that way 20 feet in width shown as "Proposed 20 -ft. R/W
Easement" over and within that 70.745 acre tract, more or less, on that plat of
survey entitled "Plat of Survey for Proposed Conservation Easement for
Benjamin H. Harding, Jr. and Ann H. Holland recorded in Plat Book 8, Page
448 Yadkin County Registry, to which reference is made for a more complete
description;
b. be constructed to the same standards and width as the existing farm road;
c. provide either culverts or bridges, at the option of American Wetlands, to
cross any ditches or streams over which the road runs.
American Wetlands shall complete the construction of said road and culverts and
bridges no later than the date upon which the existing farm road across the Wetlands Acreage
becomes unuseable as the result of the construction of the wetlands.
Upon the completion of the construction of the farm road and bridges or culverts,
American Wetlands shall have no obligation for any maintenance of either the farm road, the
bridges or the culverts.
8. Grantors shall reasonably cooperate with American Wetlands and its contractors and
subcontractors in the construction, operation, monitoring, and maintenance of the Wetlands
Project. Grantors reserve the right to enter upon and use the Wetlands Easement Acreage,
insofar as not inconsistent with American Wetlands' use thereof for the Wetlands Project, and
consistent with the Corps -approved activities on such Wetland Projects.
9. American Wetlands shall require each of its contractors and subcontractors to
indemnify and hold harmless Grantors, and any and all persons or other entities related to or
affiliated in any way with Grantors, from and against any and all claims, demands, losses,
expenses, and liabilities whatsoever, arising in whole or in part from the presence or actions of
said contractor or subcontractor on Grantors' property; provided, however that American
Wetlands shall have no obligation to indemnify Grantors or any other person with respect to
k,

any claim, demand, loss, expense, or liability resulting in whole or in part froin reckless or
intentionally wrongful acts or omissions by Grantors or anyone acting on Grantors' behalf.
10. American Wetlands shall carry and retain in force, liability insurance in the amount
of not less than $1.0 million, covering claims, demands, or liabilities asserted in any way with
Grantors, resulting from or related to construction, operation, monitoring, or maintenance of
the Wetlands Project. American Wetlands shall maintain all workman's compensation
insurance as required by law, and shall cause its contractors and subcontractors to do the same.
11. American Wetlands may assign all or any part of its rights or obligations under this
Agreement.
GRANTEES
AMERICAN WETLANDS AND NATURAL
RESOURCES EXCHANGE CORPORATION
BY: 0. 6:�im
Title I
GRANTORS
Harding, Jr.
i
(SEAL)
lBeirne M. Harding J
LJl—� A
(SEAL)
Ann H. Holland
-4z�— (SEAL)
Dennis Holland
4

STATE OF NORTH CAROLINA
COUNTY OF YADKIN
�'v 2001, personally a scared
On this 1 day of � t, ,�.�_ l ' ••' Y pl
before me, the undersigned officer, a Notary Public in and for said County and State, J.
LAMAR BEASLEY, who acknowledged himself/herself-to be the Presideni of American
Wetlands & Natural Resources Exchange Corporation, a Colorado corporation, and that
as such officer, being authorized to do so, executed the foregoing instrument for the purposes
therein contained by signing the name of the corporation by himself/herself as President
thereof.
In Witness Whereof, I hereunto set my hand and official seal.
My Commission Expires: 4--1 3 -�
5
Notary Public

STATE OF NORTH CAROLINA
COUNTY OF YADKIN
a Notary Public of _U►Q�n�,_ County,
----� `� do hereby certify that BENJAMIN H. HARDING, JR,
BEIRNE M. HARDING, ANN H. HOLLAND and DENNIS HOLLAND all appeared
before me this day and acknowledged the execution of the foregoing instrument.
WITNESS MY HAND and official seal, this the �' day of
2001.
otary Public
My Commission Expires:" 13
NORTH CAROLINA
YADKIN COUNTY
The foregoing certificate of is certified to be
correct. This instrument and this certificate are duly registered at the time and date and in the
book and page shown on the fust page hereof.
Mary J. Madison, Register of Deeds
of Yadkin County, North Carolina
by:
6
Assistant/Deputy

EXHIBIT "A"
TO
EASEMENT AGREEMENT BETWEEN BENJAMIN H. HARDING, JR. ANI) WIFE
BEIRNE M. HARDING AND ANN H. HOLLAND AND HUSBAND DENNIS
HOLLAND AND AMERICAN WETLANDS AND NATURAL RESOURCES
EXCHANGE CORPORATION FOR CREATION, OPERATION, MONITORING AND
MAINTENANCE OF WETLANDS HABITAT
(A -20297E; 5845 00 86 8693) BEING a perpetual right and easement for the construction,
operation, monitoring, and maintenance of wetlands by the American Wetlands and Natural
Resources Exchange Corporation, Grantee herein, or by its agents, successors and assigns,
said wetlands easement to encumber the lands of described below:
BEING LOCATED in Forbush Township, Yadkin County, North Carolina, and
being that tract of real property containing 70.745 acres, more or less, shown as
"70.745 AC. ±" on that plat of survey entitled "Plat of Survey for Proposed
Conservation Easement for Benjamin H. Harding, Jr. and Ann H. Holland
recorded in Plat Book 8, Page 448 Yadkin County Registry, to which reference
is made for a more complete description.
TOGETHER WITH the following:
(1) a non-exclusive utility easement and a non-exclusive right of
way easement of ingress, egress and regress twenty (20) feet in
width to be appurtenant to and to run with that tract of real
property containing 70.745 acres, more or less, shown as
"70.745 AC. ±" on that plat of survey entitled "Plat of Survey
for Proposed Conservation Easement for Benjamin H. Harding,
Jr. and Ann H. Holland recorded in Plat Book 8, Page 448
Yadkin County Registry, to which reference is made for a more
complete description, said easement being more particularly
described as follows:
(A-20296 RW over A-20184;5855 00 08 4202) Being that non-
exclusive utility easement and that non-exclusive right of way
easement of ingress, egress and regress over and across that way
20 feet in width shown as "Proposed 20 -ft. R/W" on that plat of
survey entitled "Plat of Survey for Benjamin H. Harding, Jr. Ann
H. Holland" as recorded in Plat Book 8 at page 429 of the
Yadkin County Registry, which plat is incorporated herein by
reference.
(2) a temporary construction easement ten (10) feet in width said
easement being more particularly described as follows:

(A-20296 TCE over A-20184;5855 00 08 4202) Being that
temporary construction easement shown as "Proposed 10 -ft.
Temporary Construction Easement" on that plat of survey entitled
"Plat of Survey for Benjamin H. Harding, Jr. Ann H. Holland"
as recorded in Plat Book 8 at page 429 of the Yadkin County
Registry, which plat is incorporated herein by reference. This
temporary construction easement shall terminate upon the
completion of the construction of a wetlands habitat on 70.745
acres of Grantors' real property described above (the "Wetlands
Project") or two (2) years from the date of this Agreement,
whichever shall first occur.
SUBJECT TO AND RESERVING HOWEVER a non-exclusive
utility easement and a non-exclusive right of way easement of
ingress, egress and regress to be appurtenant to and to run with
that tract described in that deed from the United States of
America to B. H. Harding and wife Blanche B. Harding recorded
in Book 79, at Page 182 Yadkin County Registry, to which
reference is made for a more complete description (save and
except that tract described in deed recorded in Book 497, Page
206 Yadkin County Registry to which reference is made for a
more complete description) and to be appurtenant to and to run
with that tract described in that deed from the United States of
America to William R. Harding and wife Marian N. Harding
recorded in Book 79, at Page 212 Yadkin County Registry, to
which reference is made for a more complete description (save
and except those tracts described in deeds recorded in Book 78,
Page 322 and Book 270, Page 654 Yadkin County Registry to
which reference is made for a more complete description) over
and across that way 20 feet in width, described as follows:
(A-20297 RW over; 5845 00 86 8693)
Being that non-exclusive utility easement and that non-exclusive right of
way easement of ingress, egress and regress over and across that way 20
feet in width shown as "Proposed 20 -ft. R/W Easement" over and
within that 70.745 acre tract, more or less, on that plat of survey
entitled "Plat of Survey for Proposed Conservation Easement for
Benjamin H. Harding, Jr. and Ann H. Holland recorded in Plat Book 8,
Page 448 Yadkin County Registry, to which reference is made for a
more complete description,
M:\BHH\WETLANDS\Abstract\A-20297

03/ZU/UZ IGLU 1(:UZ PAA b91UU44 I'LU
Lamar Beasley
American Wetlands
9625 Surveyor Court, Suite 330
Manassas, VA 20110
March l 5, 2002
Dear Lamar:
cJ UUc
PIEDMONT
CONSERVANCY
1 am pleased to report to you• that at the March 12, 2002 Board of Directors meeting of
the Piedmont Land Conservancy (PLC), the following actions were taken regarding the
two proposed projects submitted by American Wetlands for consideration: (1) The Board
approved accepting an easement on the 100 -acre Ring Tract located along the Fisher
River in Surry County with the understanding that it is the intent of American Wetlands
to donate this parcel in fee -simple to the Conservancy at the end of the designated
monitoring period, when the mitigation project has been deemed a success by the Army
Corps of Engineers; and (2) the Board of Directors approved accepting an easement on
the 70.745 -acre Harding Tract located along Deep Creek, a tributary of the Yadkin River,
in Yadkin County. The approval of these two projects was contingent upon the following
conditions:
1) American Wetlands would provide a list of references to the Piedmont land
Conservancy which cite previous projects completed by the organization and our
check of these references is satisfactory;
2) American Wetlands will agree in writing to donate the Ring Tract to PLC and
make a4J= contribution to the Stewardship Endowment Fund to provide
support for the long-term monitoring and management responsibilities the
Conservancy incurs by accepting these two projects; and
3) American Wetlands will cover any remaining transactional costs associated with
project.
Weare excited to have this ooupoo enience to to with discuss ny questions thrican at you may have
on (bese
projects. Please call us y
regarding the above contingencies and the next steps in the process.
Sincerely.
all
Palmer Smith McIntyre
Executive Director
4o. BOX 4025 - GREENS8MO, NORTH CAROLINA 27404-4025 - 3.7,6 6910088 - FAX [phone] - a.w-Picdrnondand_org

PERMANENT CONSERVATION EASEMENT
THIS CONSERVATION EASEMENT ("Conservation Easement") made this __ day of
1200 _ by and between AMERICAN WIETLANDS & NATURAL. RESOURCE: EXCHANGE
CORPORATION, ("Grantor") and the PIEDMONT LAND CONSERVANCY ("Grantee").
The designation Grantor and Grantee as used herein shall include said parties, their successors
and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
RECITALS
WHEREAS, Grantor owns in fee simple certain real property situated, lying and being in Surry
County, North Carolina, more particularly described in Exhibit A attached hereto and incorporated herein
(„Prorrerty„
WHEREAS. Grantee is a nonprofit corporation or trust whose purpose is the conservation of
property, and is qualified to be the Grantee of a conservation easement pursuant to N.C. Caen. Stat. § 121-
35;
WHEREAS. Grantor and Grantee recognize the conservation, scenic, natural, of aesthetic value
of the Property, which includes the following natural communities: Palustrine Forested Wetlands
consisting of a bottomland hardwood forest, associated buffers and uplands through succession from an
agriculture community (former agriculture fields) to a Mesic Mixed Hardwood Forest. The purpose of
this Conservation Easement is to (i) maintain wetland and/or riparian resources and other natural values
of the Property after the creation and restoration of the wetlands by Grantor, and (ii) prevent the use or
development of the Property for any purpose or in any manner that would conflict with the maintenance
of the Property in its natural condition after Grantor has created and restored the wetland and/or riparian
resources of the Property.
WHEREAS, the preservation of the Property is required by the Mitigation Banking Instrument
for the Fisher River Wetlands Mitigation Bank. The Mitigation Bank is intended to be used to
compensate for unavoidable stream and/or wetland impacts authorized by permits issued by the
Department of the Army and 401 Water Quality Certifications issued by the North Carolina Division of
Water Quality. Grantor and Grantee agree that third -party rights of enforcement shall be held by the 11.S.
Army Corps of Engineers, Wilmington District (collectively, the "Third -Party", to include any successor
agencies), and that these rights are in addition to, and do not limit, the rights of the parties to the
Mitigation Banking Instrument.
NOW, THEREFORE, for and in consideration of the covenants and representations contained
herein and for other good and valuable consideration, the receipt and legal sufficiency ol' which is hereby
acknowledged, Grantor hereby unconditionally and irrevocably grants and conveys unto Grantee, its
successors and assigns, forever and in perpetuity a Conservation Easement of the nature and character and
to the extent hereinafter set forth, over the Property described on Exhibit A, together with the right to
preserve and protect the conservation values thereof, as follows:
ARTICLE 1.
582334-6

DURATION OF EASEMENT
This Conservation Easement shall be perpetual. This Conservation Easement is an easement in
gross, runs with the land and is enforceable by Grantee against Grantor, Grantor's successors and assigns,
lessees, agents and licensees.
ARTICLE II.
PROHIBITED AND RESTRICTED ACTIVITIES
Any activity on, or use of, the Property inconsistent with the purpose of this Conservation
Easement is prohibited. Once Grantor has created and restored the wetland and/or riparian resources of
the Property, then the Property shall be preserved in its natural condition and restricted from any
development that would impair or interfere with the conservation values of the Property.
Without limiting the generality of the foregoing, the following activities and uses are expressly
prohibited, restricted or reserved as indicated hereunder:
A. Disturbance of Natural Features. Any change disturbance, alteration or impairment of the
natural features of the Property or any introduction of non-native plants and/or animal species is
prohibited.
B. Construction. There shall be no constructing or placing of any building, mobile home,
asphalt or concrete pavement, billboard or other advertising display, antenna, utility pole, tower, conduit,
line pier landing, dock or any other temporary or permanent structure or facility on or above the Property.
C. Industrial Commercial and Residential Use. Industrial and/or commercial activities,
including any right of passage used in conjunction with commercial or industrial activity, are prohibited
on the Property. Residential use of the Property is prohibited.
D. Agricultural, Grazing and Horticultural Use. Agricultural, grazing, and horticultural use
of the Property is prohibited.
E. Vegetation. There shall be no removal, burning, destruction, harming, cutting or mowing
of trees, shrubs, or other vegetation on the Property.
F. Si a e. No signs shall be permitted on or over the Property, except the posting of no
trespassing signs, signs identifying the conservation values of the Property, signs giving directions or
proscribing rules and regulations for the use of the Property and/or signs identifying the Grantor as owner
of the Property and Grantee as the holder of Conservation Easement on the Property.
G. Dumping or Storage. Dumping or storage of soil, trash, ashes, garbage, waste,
abandoned vehicles, appliances, machinery or hazardous substances, or toxic or hazardous waste, or any
placement of underground or aboveground storage tanks or other materials on -the Property is prohibited.
H. Mineral Use Excavation Dredging. There shall be no grading, filling, excavation,
dredging, mining or drilling; no removal of topsoil, sand, gravel, rock, peat, minerals or materials,
592334-6 2

and no change in the topography of the land in any manner on the Property, except to restore natural
topography or drainage patterns.
1. Water Quality and Drainage Pattern. There shall be no diking, draining, dredging,
channeling, filling, leveling, pumping, impounding or related activities, or altering or tampering with
water control structures or devices, or disruption or alteration of the restored, enhanced, or created
drainage patterns. In addition, diverting or causing or permitting the diversion of surface or underground
water into, within or out of the easement area by any means, removal of wetlands, polluting or
discharging into waters, springs, seeps, or wetlands, or use of pesticide or biocides is prohibited.
J. Development Rights. No development rights that have been encumbered or extinguished
by this Conservation Easement shall be transferred pursuant to a transferable development rights scheme
or cluster development arrangement or otherwise.
K. Vehicles. The operation of mechanized vehicles, including, but not limited to,
motorcycles, dirt -bikes, all -terrain vehicles, cars and trucks is prohibited.
Notwithstanding anything contained herein to the contrary, so long as Grantor is creating,
restoring, maintaining or preserving wetland and/or riparian resources in a manner acceptable to the U.S.
Corps of Engineers as set forth in the Mitigation Banking Instrument approved by the Third -party, the
obligations set forth in this Conservation Easement shall not restrict the actions of the Grantor or its
authorized representatives, successors and assigns.
ARTICLE Ill.
GRANTOR'S RESEVERED RIGHTS
The Grantor expressly reserves for himself, his personal representatives, heirs, successors or
assigns, the right to continue the use of the Property for all purposes not inconsistent with the Mitigation
Banking Instrument and this Conservation Easement, including, but not limited to, the right to quiet
enjoyment of the Property, the rights of ingress and egress, the right to hunt, fish, and hike on the
Property, the right to sell, transfer, gift or otherwise convey the Property, in whole or in part, provided
such sale, transfer or gift conveyance is subject to the terms of, and shall specifically reference, this
Conservation Easement.
ARTICLE IV.
GRANTEE'S RIGHTS
The Grantee or its authorized representatives, successors and assigns, and the 'Third -party, shall
have the right to enter the Property at all reasonable times for the purpose of inspecting said Property to
determine if the Grantor, or his personal representatives, heirs, successors, or assigns, is complying with
the terms, conditions, restrictions, and purposes of this Conservation Easement. The Grantee shall also
have the right to enter and go upon the Property for purposes of making scientific or educational
observations and studies, and taking samples. The easement rights granted herein do not include public
access rights.
582334-6

Notwithstanding the foregoing, the Grantee shall have no right to interfere with the Grantor's
creation, restoration, maintenance or preservation of wetlands and/or riparian resources pursuant to the
Mitigation Banking Instrument.
ARTICLE V.
ENFORCEMENT AND REMEDIES
A. Upon any breach of the terms of this Conservation Easement by the Grantor, its agents,
successors, or assigns, which comes to the attention of the Grantee, the Grantee or the Third -party may
institute a suit to enjoin such violation and if necessary, to require the restoration of the Property to its
prior condition at the Grantor's expense.
B. No failure on the part of the Grantee to enforce any covenant or provision hereof shall
discharge or invalidate such covenant or any other covenant, condition, or provision hereof or affect the
right to Grantee to enforce the same in the event of a subsequent breach or default.
C. Nothing contained in this Conservation Easement shall be construed to entitle Grantee to
bring any action against Grantor for any injury or change in the Property resulting from causes beyond the
Grantor's control or as a result of the creation, maintenance or restoration of wetlands and/or riparian
resources, including, without limitation, fire, flood, storm, war, acts of God or third parties, except
Grantor's lessees or invitees; or from any prudent action taken in good faith by Grantor under emergency
conditions to prevent, abate, or mitigate significant injury to life, damage to Property or harm to the
Property resulting from such causes.
ARTICLE VI.
MISCELLANEOUS
A. Title. The Grantor warrants, covenants and represents that Grantor is the sole owner and
is seized of the Property in fee simple and has good right to make, declare and impose the aforesaid
Conservation Easement; the Property is free and clear of any and all encumbrances, except the described
easements leases, restrictions, and rights of way of record set forth in Exhibit B attached hereto, and that
Grantor will warrant and defend title to the same against the claims of all persons claiming through
Grantor.
B. Subsequent Transfers. The Grantor agrees to incorporate the terms of this Conservation
Easement in any deed or other legal instrument that transfers any interest in all or a portion of the
Property. The Grantor agrees to provide written notice of such transfer at least thirty (30) days prior to the
date of the transfer. The Grantor and Grantee agree that the terms of this Conservation Easement shall
survive any merger or the fee and easement interests in the Property or any portion thereof and shall not
be amended, modified or terminated without the prior written consent and approval of the Third -party.
C. Asst ng meet. The parties recognize and agree that the benefits of this Conservation
Easement are in gross and assignable; provided, however, that the Grantee hereby covenants and agrees,
that in the event it transfers or assigns this Conservation Easement, the organization receiving the interest
will be a qualified holder under N.C. Gen. Stat. § 121-34 et seq., and the Grantee further covenants and
ent will be such that the transferee or assignee will be
agrees that the terms of the transfer or assignm
4
582334-G

required to continue in perpetuity the conservation purposes described in this document.
D. Entire Ageement and Severability. This instrument sets forth the entire agreement of the
parties with respect to the Conservation Easement and supersedes all prior discussions, negotiations,
understandings or agreements relating to the Conservation Easement. If any provision is (bund to be void
or unenforceable by a court of competent jurisdiction, the remainder shall continue in full force and
effect.
TO HAVE AND TO HOLD, the said rights and easements perpetually unto Grantee for the
aforesaid purposes.
IN TESTIMONY WHEREOF, the Grantor has hereunto set his hand and seal, the day and year
first above written.
GRANTOR: AMERICAN WETLANDS & NATURAL
RESOURCE EXCHANGE CORPORA'I ION
Its:
STATE OF_
COUNTY OF
J. Lamar Beasley
President
1, 'a Notary Public for the above State and County, hereby certify that
J. Lamar Beasley personally came before me this day and acknowledged that he is President of
AMERICAN WETLANDS & NATURAL RESOURCE EXCHANGE CORPORATION, a Colorado
corporation, and that he as President, being authorized to do so, executed the foregoing on behalf of the
corporation.
WITNESS my hand and official seal, this the day of 200_
My commission expires:
[Notary Seal]
Notary Public
5
582333-6

STATE OF _
COUNTY OF
the
I
GRANTEE: PIEDMONT LAND CONSERVANCY
By:
Name:
Its:
'a Notary Public for the above State and County, hereby certify that
personally came before me this day and acknowledged that he is
of the PIEDMONT LAND CONSERVANCY, a
and that he, being authorized to do so, executed the foregoing on behalf of
WITNESS my hand and official seal, this the day of , 200__.
My commission expires:
[Notary Seal]
Notary Public
582334-6 6

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