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Prepared for:
North Carolina Department of
Environment and Natural Resources,
Ecosystem Enhancement Program
Raleigh, North Carolina
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Stream and Wetland Mitigation
Plan Report for Five-Mile Branch
Iredell County, North Carolina
December 2009
Stream and Wetland Mitigation
Plan Report
Five-Mile Branch
Prepared for:
NCDENR-NCEEP
Prepared by:
ARCADIS G&M of North Carolina, Inc.
801 Corporate Center Drive
Suite 300
Raleigh
North Carolina 27607
Tel [phone]
Fax [phone]
Our Ref.:
NC604017.0000
Project Manager:
Robert Lepsic
Date:
December 2009
This document is intended only for the use
of the individual or entity for which it was
prepared and may contain information that
is privileged, confidential and exempt from
disclosure under applicable law. Any
dissemination, distribution or copying of
this document is strictly prohibited.
Table of Contents
Executive Summary x
1. Project Site Identification and Location 1-?
2. Watershed Characterization 2-1
2.1 Drainage Area 2-1
2.2 Surface Water Classification 2-1
2.3 Physiography, Geology, and Soils 2-2
2.3.1 Physiography 2-2
2.3.2 Geology 2-2
2.3.3 Soils 2-3
2.4 Historical Land Use and Development Trends 2-4
2.5 Watershed Planning 2-5
2.6 Endangered Species 2-5
2.7 Cultural Resources 2-6
2.8 Potential Constraints 2-6
2.8.1 Property Ownership and Boundary 2-6
2.8.2 Site Access 2-6
2.8.3 Utilities 2-7
2.8.4 FEMA /Hydrologic Trespass 2-7
3. Project Site Streams 3-?
3.1 Existing Conditions Survey 3-1
3.2 Channel Classification 3-2
3.3 Valley Classification 3-3
3.4 Discharge 3-3
3.5 Channel Morphology 3-3
3.6 Channel Evolution 3-3
3.7 Channel Stability Assessment 3-4
3.8 Bankfull Verification 3-5
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Table of Contents
3.9 Vegetation Community Types Descriptions and Disturbance History 3-5
3.9.1 PiedmontlMountain Bottomland Forest 3-5
3.9.2 Early Successional Piedmont/Mountain Bottomland Forest 3-6
4. Reference Stream 4-1
5. Project Site Wetlands 5-1
5.1 Jurisdictional Wetlands 5-1
5.2 Hydrological Characterization 5-1
5.2.1 Hydrologic Budget for Restoration Site 5-2
5.3 Soil Characterization 5-3
5.3.1 Taxonomic Classification (including series) 5-3
5.3.2 Profile Description 5-3
5.4 Vegetation Community Types Descriptions and Disturbance History 5-4
6. Reference Wetland 6-1
6.1 Hydrological Characterization 6-1
6.1.1 Gauge Data Summary 6-1
6.2 Soil Characterization 6-2
6.2.1 Taxonomic Classification (including series) 6-2
6.2.2 Profile Description 6-2
6.3 Vegetation Community Types Descriptions and Disturbance History 6-2
6.3.1 Community Descriptions 6-2
7. Project Site Restoration Plan 7-1
7.1 Overarching Goals and Applications of Restoration Plan 7-1
7.2 Restoration Project Goals and Objectives 7-1
7.2.1 Designed Channel Classification and Wetland Type 7-2
7.2.2 Target Wetland Communities/Buffer Communities 7-3
7.2.2.1 Bottomland Hardwood Forest 7-3
7.2.2.2 Floodplain Pools 7-3
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7.3 Stream Project and Design Justification 7-4
7.3.1 Sediment Transport Analysis 7-5
7.3.2 Methodology 7-6
7.3.3 Calculation and Discussion 7-6
7.3.4 HEC-RAS Analysis 7-7
7.3.4.1 No-rise. LOMR, CLOMR 7-8
7.3.4.2 Hydrologic Trespass 7-8
7.4 Site Construction 7-8
7.4.1 Site Grading, Structure Installation, and Other Project Related
Construction 7-8
7.4.1.1 Narrative 7-8
7.4.1.2 Scaled Schematic of Grading 7-9
7.4.1.3 In-stream Structure and other construction elements 7-9
7.4.2 Native Plant Community Restoration 7-9
7.4.2.1 Soil Preparation and Amendments 7-10
7.4.2.2 Narrative of plant community restoration that correlates
with the Planting Plan as depicted on the Restoration
Plan Design Sheets 7-10
7.4.2.3 Narrative of invasive species management 7-10
8. Performance Criteria 8-1
8.1 Streams 8-1
8.2 Wetlands 8-2
8.3 Vegetation 8-3
8.4 Beaver Management 8-3
8.5 Schedule l Reporting 8-3
9. Preliminary Monitoring 9-1
10. Site Protection and Adaptive Management Strategy 10-1
11. References 11-1
Table of Contents
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Tables
Table 1 Project Components and Structure
Table 2 Functional Needs, Goals, and Objectives
Table 3 Project Attributes
Table 4 Morphological Design Tables
Table 5 Eroding bank proportions BEHIINBS and Sediment Export Estimate for
Project Site Streams
Figures
Figure 1 Project Site Vicinity Map
Figure 2 Project Site Watershed Map
Figure 3 Project Site NRCS Soil Survey Map
Figure 4 Project Site Hydroloical Features Map with Gauge Locations
Figure 5 Project Site Wetland Delineation Map
Figure 6 Reference Wetland Soils
Figure 7 Reference Site Vicinity Map
Figure 8 Reference Site Wetland Determination Sample Locations with Gauge
Locations
Design Sheets
Table of Contents
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Appendices
1. Restoration Site Photographs
2. Restoration Site USACE Routine Wetland Determination Data Forms
3. Restoration Site NCDWQ Stream Classification Form
4. Reference Site Photographs
5. Reference Site USACE Routine Wetland Determination Data Forms
6. Hydrologic Gauge Data Summary, Groundwater and Rainfall Information
7. H EC-RAS Analysis
8. NCEEP Floodplain Requirements
Table of Contents
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Executive Summary
This document is consistent with the requirements of the federal rule for compensatory
mitigation project sites as described in the Federal Register Title 33 Navigation and
Navigable Waters Volume 3 Chapter 2 Section § 332.8 paragraphs (c)(2) through
(c)(14). Specifically the document addresses the following requirements of the federal
rule:
(2) Objectives. A description of the resource type(s) and amounts(s) that will be
provided, the method of compensation (i.e. restoration, establishment, enhancement,
and/or preservation), and the manner in which the resource functions of the
compensatory mitigation project will address the needs of the watershed, ecoregion,
physiographic province, or other geographic area of interest.
(3) Site selection. A description of the factors considered during the site selection
process. This should include consideration of watershed needs, onsite alternatives
where applicable, and the practicability of accomplishing ecologically self-sustaining
aquatic resource restoration, establishment, enhancement, and/or preservation at the
compensatory mitigation project site. (See § 332.3(4).)
(4) Site protection instrument. A description of the legal arrangements and instrument,
including site ownership, that will be used to ensure the long-term protection of the
compensatory mitigation project site (See § 332.3(4).)
(5) Baseline information. A description of the ecological characteristics of the proposed
compensatory mitigation project site and, in the case ofan application for a DA permit,
the impact site. This may include descriptions of historic and existing plant
communities, historic and existing hydrology, soil conditions, a map showing the
locations of the impact and mitigation sites(s) of the geographic coordinates for those
site(s), and other site characteristics appropriate to the type of resource proposed as
compensation. The baseline information should also include a delineation of waters of
the United States on the proposed compensatory mitigation project site. A prospective
permittee planning to secure credits from and approved mitigation bank or in-lieu fee
program only needs to provide baseline information about the impact site, not the
mitigation bank or in-lieu fee project site.
(6) Determination of credits. A description of the number of credits to be provided,
including a brief explanation of the rationale for this determination. (See § 332.3(f).)
(7) Mitigation work plan. Detailed written specifications and work descriptions for the
compensatory mitigation project; construction methods, timing, and sequence;
Executive Summary
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source(s) of water, including connections to existing waters and uplands; methods for
establishing the desired plant community; plans to control invasive plant species; the
proposed grading plan, including elevations and slopes of the substrate; soil
management; and erosion control measures. For stream compensatory mitigation
projects, the mitigation work plan may also include other relevant information, such as
plan form geometry, channel form (e.g. typical channel cross-sections), watershed
size, design discharge, and riparian area plantings.
(8) Maintenance plan. A description and schedule of maintenance requirements to
ensure the continued viability of the resource once initial construction is completed.
(9) Performance standards. Ecologically-based standards that will be used to
determine whetherthe compensatory mitigation project is achieving its objectives. (See
§ 332.5.)
(10) Monitoring requirements. A description of parameters to be monitored in order to
determine if the compensatory mitigation project is on track to meet performance
standards and if adaptive management is needed. A schedule for monitoring and
reporting on monitoring results to the district engineer must be included. (See § 332.6.)
(11) Long-term management plan. A description of how the compensatory mitigation
project will be managed after performance standards have been achieved to ensure
the long-term sustainability of the resource, including long-term financing mechanisms
and the party responsible for long-term management. (See § 332.7(4).)
(12) Adaptive management plan. A management strategy to address unforeseen
changes in site conditions or other components of the compensatory mitigation project,
including the party or parties responsible for implementing adaptive management
measures. The adaptive management plan will guide decisions for revising
compensatory mitigation plans and implementing measures to address both
foreseeable and unforeseen circumstances that adversely affect compensatory
mitigation success. (See § 332.7(c).)
(13) Financial assurances. A description of financial assurances that will be provided
and how they are sufficient to ensure a high level of confidence that the compensatory
mitigation project will be successfully completed, in accordance with its performance
standards. (See § 332.3(n)).
The Five Mile Branch Site (site) is east of Statesville in Iredell County, southeast of
Interstate 40 (I-40) and northwest of US Route 64. The site is in the Township of Cool
Springs on the Statesville East, NC, 7.5-minute U.S. Geological Survey (USGS)
Executive Summary
g:ltra1604017_fivemilelredesignlrestorationplanlrestorationl plan report_final.doc VIII
topographic quadrangle. The Site comprises 12 adjacent parcels totaling
approximately 229 acres (92.67 ha). It is bordered to the north by I-40 and to the
south, east, and west by various forested, pasture, and residential properties. Swann
Road (SR 2167), running north and south, bisects the site. Chimney Lane dead-ends
on the site west of Swann Road. The study area consists primarily of currently fallow
agricultural fields previously planted in row crops.
All water resources at the site are part of the Yadkin-Pee Dee River Basin. According
to the Yadkin-Pee Dee Basinwide Water Quality Plan (North Carolina Department of
Environment and Natural Resources [NCDENR] 2008), Fifth and Beaver Creeks are in
USGS 8-digit Hydrologic Unit 03040102, 14-digit Hydrologic Unit 03040102010100,
and North Carolina Division of Water Quality (NCDWQ) Sub-basin 03-07-06.
According to NCDENR Basinwide Information Management System (BIMS), Fifth
Creek from its source to the South Yadkin River and Beaver Creek from its source to
Fifth Creek are denoted as Class C waters. Class C waters are suitable for aquatic life
propagation and survival, fishing, wildlife, secondary recreation, and agriculture. The
NCDENR gave both Beaver Creek and Fifth Creek the support rating "Supporting."
The Five Mile Branch site is not included as part of a Targeted Local Watershed or a
Local Watershed Plan area. The Upper Yadkin-Pee Dee River Basin Restoration
Priorities was updated in February 2009 and provides restoration goals for the upper
Yadkin- River Basin. While goals for the Five Mile Branch site (CU 03040102) are not
specifically identified in the Upper Yadkin-Pee Dee River Basin Restoration Priorities,
primary watershed restoration goals are and they include the following:
Restoration of water quality and aquatic habitat in impaired stream segments;
Protection of high-resource value waters, including HQW, ORWand WSW
designated waters, and those containing large numbers of rare and
endangered aquatic species (NHEOs);
Continuation of existing watershed restoration and protection initiatives and
projects, including efforts funded by Clean Water ManagementTrust Fund
(CWMTF), DWQ's 319 Program, NCEEP, Ag Cost Share (ACSP) and
Community Conservation Assistance Program (CCAP);
Collaborative efforts with local resource agencies, land trusts and willing
landowners to implement new stream, riparian bufferand wetland restoration,
enhancement and preservation projects in priority sub-watersheds within
TLWs;
Improved management of stormwater runoff (including the implementation of
stormwater BMP projects), especially in urban and suburban areas
contributing to downstream degradation of stream habitat and impairment
ofwater quality; and
Executive Summary
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Implementation of agricultural BMPs within high-priority rural sub-watersheds,
especially with respect to limiting inputs of sediment, nutrients and fecal coli
form to streams from active farming operations
The North Carolina Division ofWater Quality's Basinwide Plan identifies increasing
nutrient enrichment, urbanization, and wastewater as the primary impacts to water
quality in the basin. Most of the stream impairments are based on poor biological
integrity measured by aquatic macroinvertebrates and fish communities, followed by
turbidity measurements. The Five Mile Branch Project will increase bank stability,
reduce erosion, and re-establish a natural riparian buffer. These measures will
improve aquatic habitat within this CU and reduce sedimentation within the watershed.
Project Goals:
• Increase bank stability, nutrient filtration and aquatic habitat
• Reduce soil disturbance and nutrient inputs to stream
• Improve soil physical and chemical properties in the near term
• Improve hydrologic connectivity with floodplain
• Attenuate site impacts of storm flows
• Restore ground water hydrology to pre-agricultural levels
• Restore wetland and riparian habitat
Project Objectives:
• Establish a minimum 50-foot buffer consisting of a mix of native species
representative of piedmont/mountain bottomland hardwood forest
• Grade stream banks, install in-stream structures, and remove berm to reconnect
streams with floodplain
• Eliminate past agricultural land uses, fill existing drainage ditches and excavate
flood plain pools.
• Rip floodplain soil prior to planting
The Five Mile Branch Mitigation site was selected for several reasons. The first
being the need for mitigation credits within the hydrologic unit at the time the site was
first identified. The number of credits needed in the unit has since decreased but the
need is still there. The site is also an optimum restoration site. Beaver and Fifth
Creeks flowed through agricultural fields that were planted seasonally. The fields
have drainage ditches bisecting them to facilitate crop production. Soil piles adjacent
Executive Summary
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to the streams provide evidence that the streams have been maintained in the past.
This maintenance reduced the aquatic habitat diversity within the streams. All these
factors contributed to the selection of the site.
The majority of the 229-acre site is owned by the North Carolina Department of
Transportation (NCDOT). The NCDOT purchased conservation easements on
portions of two parcels at the downstream end of the project.
The Five Mile Branch Restoration site is within the western Piedmont physiographic
province. This province lies between the Coastal Plain and the Blue Ridge Mountain
provinces and covers the central portion of the state, occupying approximately 45
percent of the area of the state. Gently rolling, well-rounded hills, and long, low ridges
with moderate elevation changes between the hills and valleys characterize the
Piedmont.
Fifth and Beaver creeks flow through a broad, flat valley. The valley is bordered to the
southeast by steep hillsides. To the northwest, gently sloping and rolling hills bound
the valley. Elevations in the valley range from 740 feet (225.55 m) above mean sea
level (ft msl) at the upstream end of the Five Mile Branch project area to 720 ft msl
(219.46 m) at the downstream end. The highest adjacent elevations to the southeast
and northwest are approximately 850 ft msl (259.09 m) and 800 ft msl (243.84 m),
respectively.
This portion of the Piedmont of North Carolina is known for its deep, well-drained, dark-
red, clay soils. Agriculture has been a major factor in the development, or rather the
loss of, soil in the Piedmont. Under natural conditions, soils in this region contain a
brownish loam surface layer 6 to 10 inches (12.2 to 25.4 centimeters [cm]) thick. The
surface horizons have generally been lost due to the constant agricultural use of the
land for the past 200 years. The Five Mile Branch Restoration site is no exception.
The site differs from the surrounding area by containing a significant amount of hydric
or nearly hydric soils. Land within this region of North Carolina that held water for an
extended period of time was historically ditched and drained for agricultural utilization.
This has resulted in a hydrologic change that has significantly modified many of the
properties of the soils, resulting primarily from dry conditions.
Research indicates that the site was in agricultural use for more than 50 years. Aerial
photography from 1956 shows the site as being very similar to its condition prior to the
NCDOT acquisition of the property. The fields, drainage ditch, and streams are in
relatively the same locations now that they were then. The major exception is that I-40
was not present in 1956. Based on field observation, it also appears that Beaver
Creek and Fifth Creek have been straightened. Old spoil piles have created a berm
Executive Summary
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along the banks of Beaver and Fifth Creek that are adjacent to the old agricultural
fields. In the past, the drainage ditches were better maintained, with the vegetation
mowed or sprayed with herbicide. However, since NCDOT has purchased the parcels
containing the ditches, vegetation has grown considerably.
Restoration activities are expected to result in 12,270 linear feet (If) of enhancement
level II (6,220 If on Beaver Creek and 6,050 If on Fifth Creek), 890 If of stream
preservation (188 If on UT to Beaver Creek, 102 If on UT at Chimney Lane, 495 If on
the UT at Swann Road, and 105 If on the Smiley UT), 58.6 acres of Piedmont/
Mountain Bottomland Hardwood Forest restoration and 1.9 acres of Piedmont/
Mountain Bottomland Hardwood Forest preservation. The current alignment of the
streams will be maintained. This method of restoration was selected based on
conversations with NCEEP and NCDOT. All interested parties decided this was the
most cost effective way to proceed while still providing a substantial ecological uplift.
Concerns from NCDOT over hydrologic trespass of the I-40 right of way, and
discussions with NCEEP regarding risk of the original design and value driven uplift
have resulted in a new restoration design for the Five Mile Branch project. The current
design involves grading selected stream banks to less than vertical and excavating a
floodplainlbankfull bench or removing an earthen berm on the left (north) bank, to
reconnect the channel to its historic floodplain at the bankfull elevation. The prior
straightening and the resulting excess stream power combined with a low width to
depth ratio, lack of a significant amount of mature woody vegetation on the left bank,
multiple debris jams and a clay layer that is preventing further incision are the factors
that lead to ARCADIS's confidence that without intervention accelerated erosion will
continue.
While there will be improvements to the project's profile that will be meaningful, they
will be geared more towards localized measures of bank protection, grade control and
provision of habitat at needed locations as opposed to producing a discernable and
systemic shift of the profile towards reference distributions. Given this, the project
reaches will yield an Enhancement II level of restoration according to the 2003 stream
guideline definitions (USAGE, 2003), however, due to the near systemic nature of the
improvement to the channel cross-section and the localized improvements to the
profile/in-stream habitat, NCEEP will be seeking a credit ratio of 2.0:1 as opposed the
lower limit of 2.5:1 within the Enhancement II credit range of 2.5:1 to 1.5:1.Site
construction will begin at the upstream end of Beaver Creek and proceed downstream
(easterly). The material excavated from shaping the stream banks will be used to fill
the existing drainage ditches. The ditches will be cleared and grubbed prior to filling.
Vegetation will be salvaged from the ditches and transplanted onsite. The floodplain
Executive Summary
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pools will be excavated as work progress easterly. Access to the site will remain the
same, Chimney lane and Swann Road.
The site will be monitored annually following the NCEEP guidelines. This monitoring
will identify the sites progress toward compliance with the established success
criteria. If during the monitoring period any of the success criteria are not met, the
noncompliant item will be discussed with NCEEP and corrective action plan
developed.
The following items will be monitored to determine if the site is meeting the
established goals:
• Bank Height Ratio
• Proportion of downcutting or aggradation within the profile
• Integrity of i n-stream structu res
• Maintenance of pools associated with in-stream structures
• Bankfull area distributions
• Substrate distributions
• Proportions of active bank erosion
• Channel width distributions
• Entrenchment ratio distributions
• Bankfull frequency
• Woody stem density
• Diversity of woody stems
• Presence of invasive species
• Wetland hydrology
Upon completion of site construction the NCEEP shall monitor the project in keeping
with the monitoring plan. Post-construction monitoring activities will be conducted to
evaluate site performance, to identify maintenance andlor repair concerns, and to
maintain the integrity of the project boundaries. If during the post-construction
monitoring period it is determined project compliance is jeopardized the NCEEP shall
take the necessary action to resolve the project concerns and bring the project back
into compliance. At the conclusion of the post-construction monitoring period the
project shall be presented to the regulatory authority for project acceptance and close-
out. Upon close-out the project shall be transferred to the NCDENR Division of Natural
Executive Summary
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Resource Planning and Conservation Stewardship Program for long-term
management and stewardship.
Executive Summary
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Stream and Wetland
Mitigation Plan Report
Five-Mile Branch, Iredell Co.
1. Project Site Identification and Location
The Five Mile Branch Site (site) is east of Statesville in Iredell County, southeast of
Interstate 40 (I-40) and northwest of US Route 64. The site is in the Township of Cool
Springs on the Statesville East, NC, 7.5-minute U.S. Geological Survey (USGS)
topographic quadrangle (Figure 1). The Site comprises 12 adjacent parcels totaling
approximately 229 acres (92.67 ha). It is bordered to the north by I-40 and to the
south, east, and west by various forested, pasture, and residential properties. Swann
Road (SR 2167), running north and south, bisects the site. Chimney Lane dead-ends
on the site west of Swann Road. The study area consists primarily of currently fallow
agricultural fields previously planted in row crops.
Directions: Take I-40 west out of Raleigh to US 64 west (exit 162) toward Cool
Springs. Turn left onto US 64. Turn right onto Swann Road. Swann Road crosses the
Site just before I-40.
All water resources at the site are part of the Yadkin-Pee Dee River Basin. The
Yadkin-Pee Dee basin is the second-largest river basin in the state, covering
approximately 7,213 square miles (mil) (18,681.58 hectares [ha]). The basin is
situated primarily in the Piedmont physiographic region, but also drains portions of the
Mountain and Coastal Plain regions of North Carolina. According to the Yadkin-Pee
Dee Basinwide Water Quality Plan (North Carolina Department of Environment and
Natural Resources [NCDENR] 2008), Fifth and Beaver Creeks are in USGS 8-digit
Hydrologic Unit 03040102,14-digit Hydrologic Unit 03040102010100, and North
Carolina Division of Water Quality (NCDWQ) Sub-basin 03-07-06.
Restoration activities are expected to result in 12,270 linear feet (If) of enhancement
level II (6,220 If on Beaver Creek and 6,050 If on Fifth Creek), 890 If of stream
preservation (188 If on UT to Beaver Creek,102 If on UT at Chimney Lane, 495 If on
the UT at Swann Road, and 105 If on the Smiley UT), 58.6 acres of
PiedmontlMountain Bottomland Hardwood Forest restoration and 1.9 acres of
PiedmontlMountain Bottomland Hardwood Forest preservation (Table 1). The State
owns only the north bank on the last 912 If of Fifth Creek. No mitigation credit is being
sought for this reach.
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Stream and Wetland
Mitigation Plan Report
Five-Mile Branch, Iredell Co.
2. Watershed Characterization
2.1 Drainage Area
There are two main streams (Beaver Creek and Fifth Creek) and five unnamed
tributaries located on the site. Beaver Creek runs about 6,120 If (1,865.4 meters [m])
across the site before converging with Fifth Creek. Fifth Creek runs approximately
6,960 If (2,121.4 m) from I-40 to the terminus of the project. Beaver Creek, upstream
of the confluence with Fifth Creek, has a drainage area of approximately 10.7 mil
(2,771.29 ha). Fifth Creek upstream of the confluence with Beaver Creek drains
approximately 13.9 mil (3,600.08 ha). Fifth Creek at the downstream limit of the
project has a drainage area of approximately 26 mil (6,733.97 ha). The five unnamed
tributaries are identified (from west to east) as UT to Beaver Creek, UT at Chimney
Lane, UT to Fifth Creek, UT at Swann Road, and UT at Smiley.
The project area is approximately 229.11 acres (92.71 ha), comprised of 12 separate
parcels. The State of North Carolina owns approximately 227.12 acres (91.91 ha),10
parcels, fee simple. The remaining 1.99 acres (0.81 ha), portions of two parcels, are in
a conservation easement held by the State of North Carolina.
2.2 Surface Water Classification
All surface waters in North Carolina are assigned a primary water classification by
NCDENR. Supplemental classifications may also be assigned, as applicable. These
classifications are assigned to protect uses of the waters, such as swimming, aquatic
life propagation, or water supplies. For each classification, aset ofwater-quality
standards must be met to protect the uses. According to NCDENR Basinwide
Information Management System (BIMS), Fifth Creek from its source to the South
Yadkin River and Beaver Creek from its source to Fifth Creek are denoted as Class C
waters. Class C waters are suitable for aquatic life propagation and survival, fishing,
wildlife, secondary recreation, and agriculture. The NCDENR gave both Beaver Creek
and Fifth Creek the support rating "Supporting." Supporting waters are waters that are
sufficient to support the uses for which the state has classified the water body. The
NCDWQ has assigned stream index numbers of 12-108-13 for Fifth Creek and 12-108-
13-1 for Beaver Creek.
The NCDOT conducted fish and benthic macroinvertebratesurveys on the site in June
2004. A total of 13 fish species (10 from Beaver Creek,8 in Fifth Creek upstream of
Beaver Creek, and 9 in Fifth Creek downstream of Beaver Creek) were collected, with
g:ltra1604017_fivemilelredesignlrestorationplanlrestorationl plan report_final.doc 2-?
Stream and Wetland
Mitigation Plan Report
Five-Mile Branch, Iredell Co.
the bluehead chub (Nocomis leptocephalus) and creek chub (Semofilus afromaculatus)
being the most abundant (Medlin 2004). A total of 63 macroinvertebratespecles were
collected and identified in Beaver and Fifth creeks (49 in Beaver Creek, 30 in Fifth
Creek upstream of Beaver Creek, and 37 in Fifth Creek downstream of Beaver Creek)
(Herring 2005). The results of these studies seem to indicate that water quality and in-
stream habitat are better on Beaver Creek, followed by Fifth Creek downstream of
Beaver Creek, and then Fifth Creek upstream of Beaver Creek.
2.3 Physiography, Geology, and Soils
2.3.1 Physiography
The Five Mile Branch Restoration site is within the western Piedmont physiographic
province. This province lies between the Coastal Plain and the Blue Ridge Mountain
provinces and covers the central portion of the state, occupying approximately 45
percent of the area of the state. Gently rolling, well-rounded hills, and long, low ridges
with moderate elevation changes between the hills and valleys characterize the
Piedmont.
Fifth and Beaver creeks flow through a broad, flat valley. The valley is bordered to the
southeast by steep hillsides. To the northwest, gently sloping and rolling hills bound
the valley. Elevations in the valley range from 740 feet (225.55 m) above mean sea
level (ft msl) at the upstream end of the Five Mile Branch project area to 720 ft msl
(219.46 m) at the downstream end. The highest adjacent elevations to the southeast
and northwest are approximately 850 ft msl (259.09 m) and 800 ft msl (243.84 m),
respectively.
2.3.2 Geology
According to the Geologic Map of North Carolina (North Carolina Division of Land
Resources [NCDLR] 1985), the site lies within an outcropping of metamorphic rock
associated with the Charlotte and Milton belts. This formation of biotite gneiss and
schist is noted for its abundant potassic feldspar, garnet, mica schist, and amphibolite
with inter-layered calc-silicate rock. Additionally, small masses of granitic rock are
often present throughout the formation. This formation occurs throughout the upper
Piedmont of North Carolina.
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2.3.3 Soils
This portion of the Piedmont of North Carolina is known for its deep, well-drained, dark-
red, clay soils. Agriculture has been a major factor in the development, or rather the
loss of, soil in the Piedmont. Under natural conditions, soils in this region contain a
brownish loam surface layer 6 to 10 inches (12.2 to 25.4 centimeters [cm]) thick. The
surface horizons have generally been lost due to the constant agricultural use of the
land for the past 200 years. The Five Mile Branch Restoration site is no exception.
The site differs from the surrounding area by containing a significant amount of hydric
or nearly hydric soils. Land within this region of North Carolina that held water for an
extended period of time was historically ditched and drained for agricultural utilization.
This has resulted in a hydrologic change that has significantly modified many of the
properties of the soils, resulting primarily from dry conditions.
ARCADIS conducted soil profiling on the File Mile Branch site in March and April of
2003 to validate the soil mapping performed by the Iredell County office of the Natural
Resources Conservation Service (NRCS) in 1960. Because the original soil mapping
was conducted after the system of ditches was established on the site, much of it
remains accurate. There are, however, locations on the site in which the soil mapping
differs from what the updated profiles found. These differences involve inclusions that
would be expected within the mapped series, or upland series, and that are within the
same soil taxonomic family and differ little. In addition, ARCADIS has changed the
mixed-alluvial-land map unit. The soils within this map unit have been divided into
Chewacla and Wehadkee soils, with Chewacla soils representing more than 75
percent of the unit. Thirteen mapping units are located on the NRCS map (Figure 3),
with eight soil series represented.
ARCADIS also conducted deep soil cores between February and May 2003 in an
attempt to locate relic stream channels on site. Identifying the relic stream channels
would provide insight to the site's history and determine Beaver Creek's and Fifth
Creek's original substrate. The soil cores were investigated to a depth of
approximately 8 feet (2.4 m) along three transects. One of the soil cores located
approximately 20 feet (6.1 m) north of Beaver Creek contained unweathered gravel at
a depth of 41 inches (104 cm). This may be due to natural lateral migration of the
channel sometime in the past or may be the result of human intervention. However,
none ofthe othersoilscores investigated contained enough unweathered gravel to
suggest the relocation of either of the channels. Therefore, it cannot be confirmed if
either of the creek channels has been relocated.
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2.4 Historical Land Use and Development Trends
Research indicates that the site was in agricultural use for more than 50 years. Aerial
photography from 1956 shows the site as being very similar to its condition prior to the
NCDOT acquisition of the property. The fields, drainage ditch, and streams are in
relatively the same locations now that they were then. The major exception is that I-40
was not present in 1956. Based on field observation, it also appears that Beaver
Creek and Fifth Creek have been straightened. Old spoil piles have created a berm
along the banks of Beaver and Fifth Creek that are adjacent to the old agricultural
fields. In the past, the drainage ditches were better maintained, with the vegetation
mowed or sprayed with herbicide. However, since NCDOT has purchased the parcels
containing the ditches, vegetation has grown considerably.
The majority of the watershed is undeveloped, consisting of agricultural land (pasture,
hayfields and row crops) and forested areas. The remaining areas are comprised of
rural residential developments, a small amount of industrial development (and
associated parking lots), and roadways. There are only a few housing developments
located in the watershed, most of which are located in Fifth Creek's upper watershed
around the US 21 and Interstate 77 interchange just north of Statesville. This is also
the location of the majority of the industrial development as well. However, as with
most rural areas in close proximity to a larger city, residential and industrial
development is expected to continue within the watershed. This continued
development could result in the following changes:
¦ Stream flows reach high stages quicker (i.e., flashier flows)
¦ Total runoff increases
¦ Dry-season base flows are reduced
¦ Loss of native vegetation and wildlife habitat
¦ Channel becomes unstable or continues to degrade
If proper stormwater controls are installed during the development process, most of
these changes can be reduced or eliminated. ARCADIS has no control over the land
use management within the watershed and therefore must consider the possibility of
these changes during the design process. One of the best ways to moderate most of
the stream changes associated with development in the watershed is to restore native
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vegetation along the stream banks. Vegetation increases roughness along the stream
bank and reduces erosion. In addition, it is important to design the stream with a width
to depth ratio that results in adequate stream power to transport the anticipated
sediment load through the system. The restoration design proposed for Beaver and
Fifth Creek will improve vegetation along the stream bank and floodplain and produce
a stream power thatwill sufficiently transport the current and anticipated future
sediment loads, given implementation of proper stormwater controls within the
watershed.
2.5 Watershed Planning
NCEEP develops River Basin Restoration Priorities (RBRP) to guide its restoration
activities within each of the state's 54 Cataloging Units (CU). The Upper Yadkin-Pee
Dee River Basin Restoration Priorities was updated in February 2009 and provides
restoration goals for the Upper Yadkin-Pee Dee River Basin (USGS Catalog Units
03040101 and 03040102). The Five Mile Branch Project is located in the 03040102
CU. This CU is characterized by relatively equal portions of agriculture and forest, 42
percent and 43 percent, respectively. Only 10 percent of this CU is characterized as
urban. Approximately 53 percent of the monitored streams within this CU are impaired
(NCDWQ 2008). Habitat degradation is the leading cause of impairment. Turbidity
and fecal coliform bacteria also contribute to impairment of streams within the CU. The
Five Mile Branch Project will increase bank stability, reduce erosion, and re-establish a
natural riparian buffer. These measures will improve aquatic habitat within this CU and
reduce sedimentation within the watershed. According to David Currier, Director of
Planning and Zoning for the City of Statesville, Statesville does not have a local
watershed plan in place at this time (telephone interview, June 12 2009).
2.6 Endangered Species
A review of North Carolina Natural Heritage Program (NCNHP) records was conducted
to identify known occurrences of federally protected species on or near the proposed
restoration site. No records of federally listed species exist within two miles of the site
(ARCADIS 1999). Alist ofspecial-status species for Iredell County was obtained from
the NCNHP Web page. There are 27special-status species listed in Iredell County, of
which three are federal species ofspecial concern and one is a federally threaten
species. The bog turtle (Clemmy muhlenbergii) is a federally threatened species. It is
listed as threatened due to similarity of appearance. It is not biologically endangered
or threatened itself and is not subject to Section 7 consultation under the federal
Endangered Species Act.
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The Allegheny wood rat (Neotoma magisfer), tall larkspur (Delphinium exalafum), and
Carolina birdfoot-trefoil (Lotus helleri) are listed as federal species of special concern.
Habitat for the Allegheny wood rat, tall larkspur, Carolina birdfoot-trefoil, and bog turtle
are not present on the site (ARCADIS 1999).
2.7 Cultural Resources
Reviews were conducted at the North Carolina Office of State Archaeology and the
State Historic Preservation Office (SHPO) in Raleigh, North Carolina. Two National
Register properties are located approximately 2 miles (3.2 km) to the west of the site
(ARCADIS 1999). Due to their distance from the site, they would not be adversely
affected by the project. SHPO Survey and Planning and the Office of State
Archaeology signed a concurrence letter on 11 November 2002 that recommends
construction activities be monitored by an NCDOT archaeologist.
2.8 Potential Constraints
Potential on-site constraints were evaluated to determine if any would result in a fatal
flaw.
2.8.1 Property Ownership and Boundary
NCDOT either owns or holds a conservation easement on all the properties within the
project area. Property ownership or boundaries will not impact the construction of the
proposed project.
2.8.2 Site Access
The site will continue to be accessed from the same location. Chimney Lane enters
the site upstream of the Beaver CreeklFifth Creek confluence. This road will provide
access to all of Beaver Creek and Fifth Creek upstream of Beaver Creek.
An earthen access road enters the site from Swann Road just downstream of the
Beaver CreeklFifth Creek confluence. This access road will require improvements to
adequately handle construction equipment and will provide access to all of Fifth Creek.
Site access will not impact the construction of the proposed project.
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2.8.3 Utilities
There are no utilities located within the project area.
2.8.4 FEMA /Hydrologic Trespass
NCDOT voiced concerns about the original design and the possibility it had of creating
wetlands within their right of way (ROU1? along I-40. ARCADIS conducted a field
evaluation of the entire right-of-way boundary adjacent to the project site and noted
areas of potential concern. Following the field evaluation, ARCADIS plotted profiles of
the ditches on-site and compared them with elevations at the right-of-way boundary. In
order to alleviate NCDOT's concerns, the current design proposes to leave the ditches,
flowing directly adjacent to the right-of-way, unfilled. As these ditches diverge from the
right-of-way, fill will be placed to an elevation not to exceed the lowest elevation within
the right-of-way. This will allow the hydrologic patterns within the right-of-way to
remain unaltered.
The results of the HEC-RAS model indicate that the proposed project will not create
any increase (0.0 foot or greater) to the 100-year flood elevations, floodway elevations,
or floodway widths on Beaver Creek or Fifth Creek. See Section 7.3.4 for a more
detailed Discussions with NCDOT revealed the presence on "underdrains" beneath
I-40. Underdrains were installed by the contractor during the construction of I-40 in wet
areas not shown on the design sheets but requiring additional drainage. The
underdrains are not shown on the I-40 as built drawing and none were located during
several field surveys of the I-40 ROW. The presence of the underdrains and their
undocumented locations was another reason the I-40 ROW was avoided in the
redesign.
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3. Project Site Streams
3.1 Existing Conditions Survey
Entering the site, Beaver Creek is afourth-order stream and Fifth Creek athird-order
stream. Exiting the study area, Fifth Creek is afourth-order stream. Three perennial
streams enter the site from the south and two from the north. Several agricultural
drainage ditches throughout the site help to transport surface runoff to Beaver and Fifth
creeks (Figure 4). The site has been left fallow for several years, and young woody
vegetation has begun to establish. Several areas at the site exhibit more mature
woody vegetation, apparently due to those areas being too wet to plant when the site
was in crop production. Three of these areas potentially qualify as jurisdictional
wetlands. A jurisdictional determination by the United States Army Corps of Engineers
(USAGE) has not been requested.
Beaver Creek is a slightly incised, sand-dominated stream with a very low width-to-
depth ratio and very low sinuosity. Beaver Creek is classified as an E5 Rosgen stream
type. It flows adjacent to and south of the old agriculture cropland. Past vegetation-
managementpractices have inhibited the establishment of woody vegetation on the
northern bank. To the south is swell-developed, mature forested area. Apparent
dredge-spoil piles are located on the top of the north bank. However, there is no
evidence of a relic stream channel on the site. Beaver Creek has near-vertical banks,
with evidence of bank failure at several locations. Several out of bank events have
occurred over the past few years. These events have caused severe bank "blow-outs"
on Beaver Creek, mainly near the upstream end of the project.
Fifth Creek is very similarto Beaver Creek in dimension. Fifth Creek also is classified
as an E5 channel. Upstream (west) of Swann Road, Fifth Creek flows through the old
agricultural field. The stream banks are nearly vertical and have moderate amounts of
woody vegetation. The vegetation has only recently established itself due to the lack of
vegetation maintenance. Apparent dredge-spoil piles are absent from Fifth Creek
stream banks upstream of Swann Road. The dredged material from when the stream
was straightened was more than likely used to fill the old channel and was spread
throughout the agricultural fields. Downstream of Swann Road, Fifth Creek flows on
the southern side of the old agricultural fields. The southern stream bank has sparse
woody vegetation. This is caused by the fact that the area is maintained and has been
used as cattle pasture. Woody vegetation is also sparse on the northern stream bank
due to past vegetation management practices. Apparent dredge-spoil piles are also
present on the northern stream bank. Out of bank events have had the same effect on
Fifth Creek as on Beaver Creek. There is severe scouring around the Swann Road
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bridge support piers. Immediately downstream of Swann Road the out of bank events
have severely eroded a 40-foot section of the north bank.
UT to Beaver Creek enters Beaver Creek from the south approximately 2,600 feet
(692.48 m) upstream of Chimney Lane. UT to Beaver Creek has a drainage area of
0.2 mil (51.8 ha), and approximately 200 If (60.96 m) exists within the state's property.
UT to Beaver Creek flows through a mature forest and appears to be stable, with low
bank heights, an exception being the 30-foot (9.1-m) reach upstream of the confluence
with Beaver Creek. It appears that this reach has adjusted its bed in response to the
straightening and deepening of Beaver Creek, resulting in a head cut. Tree roots have
prevented the head cut from migrating farther upstream.
UT at Chimney Lane enters Beaver Creek from the south immediately upstream of
Chimney Lane and is very similarto UT to Beaver Creek except that a portion of it
flows through a sparsely vegetated floodplain previously used as cattle pasture. Tree
roots are also protecting UT at Chimney Lane from a head cut migrating upstream of
its confluence with Beaver Creek.
UT to Fifth Creek is not located on the site. It actually enters Fifth Creek between the
two lanes of I-40. USGS maps and Figure 2 show it entering on the site. It appears
that it was realigned during the construction of I-40.
UT at Swann Road enters Fifth Creek from the north immediately west of Swann Road.
UT at Swann Road flows through the old agriculture field in an excavated drainage
ditch and under an earthen access road in a 24 -inch (0.6-m) reinforced-concrete pipe,
then discharges into Fifth Creek.
UT at Smiley enters Fifth Creek from the south approximately 1,000 feet (304.8 m)
upstream of the terminus of the project. UT at Smiley is very similarto UT at Chimney
Lane in that it flows through a maintained area previously used for cattle pasture. UT
at Smiley is slightly incised due to the stream bed's adjusting to the straightening of
Fifth Creek.
3.2 Channel Classification
Beaver Creek and Fifth Creek are classified as E5 Rosgen stream types. E5 stream
types are meandering, sand bed streams with low width-to-depth ratios and gentle to
moderate channel gradients. The unnamed tributaries were not classified. No work is
proposed on the tributaries.
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3.3 Valley Classification
The restoration site is located within a Valley Type VIII. This valley type has multiple
river terraces positioned along broad valleys with gentle slopes (Rosgen 1996). Soils
in this valley type are developed over alluvium from riverine processes. Stream types
"C"and "E" are typically found within this valley type.
3.4 Discharge
Stream discharge was determined by using the revised North Carolina regional curves
developed by Surry County NRCS (draft 3/1612009), and the Manning's "n" equation.
Bankfull discharge as extrapolated from the regional curves for Beaver Creek, Fifth
Creek upstream of Beaver Creek and Fifth Creek downstream of Beaver Creek are
377.5, 465.9 and 770.9 cubic feet per second (cfs), respectively. Manning "n"
calculations resulted in a discharge of 427.3 cfs for Beaver Creek, 407.0 cfs for Fifth
Creek upstream of Beaver Creek and 615.4 cfs for Fifth Creek downstream of Beaver
Creek. These are average velocities. Actual values ranged approximately 100 cfs
greater and less than the average for each reach.
3.5 Channel Morphology
Beaver Creek and Fifth Creek have very low sinuosity, likely due to past dredging
operations. Beaver Creek has an average width-to-depth ratio of 5.3 and an average
bank height ratio of 1.2. The average pool-to-pool spacing ratio (8.1), meander length
ratio (63.3), and belt width ratio (10.8) are not representative of a stable E5 stream.
Most of the pools have formed as a result of obstructions in the channel. Fifth Creek,
up stream of Beaver Creek, has an average width-to-depth ratio of 5.8 and an average
bank height ratio of 1.2. Downstream of Beaver Creek, it has an average width-to-
depth ratio of 6.7 and an average bank height ratio of 1.5. Pattern and profile
parameters are similar to those of Beaver Creek and are not representative of a stable
E5 stream. Morphological parameters for on-site streams are provided in Table 4.
3.6 Channel Evolution
Beaver Creek and Fifth Creek are currently unstable E5 streams. Based on field
observation, ARCADIS believes Beaver Creek and Fifth Creek were ditchedldredged
when the site was in agricultural use. These practices have altered the natural state of
the channel by reducing sinuosity and inhibiting the establishment of woody vegetation
along the stream banks. In response, Beaver Creek and Fifth Creek have incised to a
clay layer, which is acting somewhat as grade control, and the streams are now
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eroding laterally in an attempt to reduce stream power. If left untouched, it is unlikely
these streams would ever incise to the point of a G5 stream type because of the dense
clay layer in the stream bed. The more likely scenario is that both streams would
continue to erode laterally in an attempt to regain sinuosity and exist for many more
years as unstable E5 streams. Eventually the streams will create a new floodplain at a
lower elevation and vegetation will have time to establish on the stream banks.
However, it could be several years before the streams reach their equilibrium point and
in the process, tons of sediment will enter the watershed due to stream bank erosion.
The first detailed stream survey was conducted in spring of 2003. Amore recent
evaluation was conducted in February 2009. Several debris jams resulting from recent
tree falls, associated with trees being undermined by the stream, were identified during
each survey. Several of the debris jams present during the 2003 survey are no longer
present. Additionally, several new debris jams now occur within the streams.
3.7 Channel Stability Assessment
A Bank Erosion Hazard Index (BEHI) analysis was conducted for Beaver Creek and
Fifth Creek, upstream and downstream of its confluence with Beaver Creek.
Approximately 1,000 feet (304.8 m) along the left bank of each reach was studied for
the purposes of calculating sediment export estimates. The left bank was chosen
because field observations suggested the majority of sediment was being contributed
from the left bank due to vegetation removal and control during past agricultural
practices. Beaver Creek and the downstream portion of Fifth Creek exhibited very
similar erosion rates (0.38 and 0.34 tons/yr/ft, respectively), due to the lack of woody
vegetation along the left bank. The upstream portion of Fifth Creek contained several
areas where woody vegetation was well established on the stream bank, resulting in
lower sediment export estimates (0.14 tons/yr/ft). Near Bank Stress (NBS) ranged
from low to moderate throughout all reaches, with the exception of areas where log
jams were creating a disproportionate distribution of energy in the near bank region.
Several debris jams associated with recent tree falls were identified during the
February 2009 stream assessment. The tree falls are a result of bank erosion
undermining the trees. The total sediment contribution from the 3,000 feet of stream
bank studied was approximately 860 tons/year. Extrapolated for the entire site, Beaver
Creek and Fifth Creek are contributing over 3,500 tons of sediment per year to the
watershed from erosion along the left bank alone. A summary of the BEHI analysis
and sediment export estimates is presented in Table 5.
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3.8 Bankfull Verification
In order to confirm the correct bankfull determinations were made at the restoration
site, a USGS Gage station (gauge # 0214340 on Jacobs Fork in Burke County) was
surveyed. The reason a gage station is used is that the return interval for any flow can
be determined. It is necessary to calculate the return interval because the return
interval for bankfull flows is between 1 and 2 years. The gage has more than 40 years
of data. Several gages nearer the project site were investigated, but they were
determined to be unsuitable for several reasons, including unstable channel, lack of a
consistent bankfull indicator, or lack of data. An abbreviated survey was conducted at
the gage station. The survey consisted of a riffle cross-section and a longitudinal
profile. The same bankfull indicator at the gauge station was used at the restoration
site. The return interval for the bankfull flow at this indicator was determined to be one
year. Therefore, it is expected that the correct bankfull indicator was identified.
The bankfull channel cross sectional area was compared to the revised North Carolina
rural regional curves developed by Haywood County NRCS. The average bankfull
cross sectional area measured in the field was 90.0 ft2 (8.4 m2) for Beaver Creek,
112.9 ft2 (10.5 m2) for Fifth Creek upstream of Beaver Creek, and 202.5 ft2 (18.8 m2) for
Fifth Creek downstream of the confluence of Beaver Creek. The cross sectional areas
as determined by the regional curves for Beaver Creek, Fifth Creek upstream of
Beaver Creek and Fifth Creek downstream of Beaver Creek are 92.5,112.3 and 178.9
ft2 (8.6,10.4, and 16.6 m2), respectively.
3.9 Vegetation Community Types Descriptions and Disturbance History
Vegetative communities present at the site were categorized using Classification of the
Natural Communities of North Carolina, Third Approximation (Schafale and Weakley
1990). Natural communities are defined as "distinct and re-occurring assemblages of
populations of plants, animals, bacteria, and fungi naturally associated with each other
and their physical environment." These communities are in a constant state of
transition based on current and previous land uses. Some of the community names
have been modified to better reflect field observations. Based on field surveys, two
natural communities are present at the Five Mile Branch site: PiedmontlMountain
Bottomland Forest and Early Successional PiedmontlMountain Bottomland Forest.
3.9.1 Piedmont/Mountain Bottomland Forest
PiedmontlMountain Bottomland Forest communities can be found in a wide variety of
alluvial landscapes within the Piedmont. Most are on floodplain ridges and terraces,
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adjacent to streams and rivers, and not within the active levee or floodplain. Since
these communities are associated with riverine systems, they are occasionally flooded,
which provides a significant portion of the nutrients in the community. The velocity of
floodwaters has usually dissipated as they reach the bottomland forest areas, and the
flowing water does not inhibit vegetation growth in the bottomland system. However,
long-term flooding can cause mortality for many of the vegetation species found in
these communities. There is a broad range ofwetness, related to the height of ridges
orterraces above normal ground water level. Soils are a range of alluvial types
associated with deposition and saturation conditions. This type of forest system may
be a climax community, with an uneven-aged mix of vegetation that is regenerated
whenever gaps occur in the canopy (Shafale and Weakley 1990). This Piedmont)
Mountain Bottomland Forest community is present along the southern side of the Five
Mile Branch site, at the far southwestern end, and in a number of small, wooded areas
within the agricultural fields. This community along with the description in Shafale and
Weakley (1990) was used as the reference community which the planting plan was
based.
The canopy is dominated by species such as sweetgum (Liquidambar styraciflua), red
maple (Acer rubrum), American elm (Ulmus americana), green ash (Fraxinus
pennsylvanica), sycamore (Platanus occidentalis), yellow-poplar (Liriodendron
tulipfera), and loblolly pine (Pinus taeda). Trees present in the understory include
swamp chestnut oak (Quercus michauxii), black cherry (Prunus serotina), river birch
(Betula nigra), white oak (Quercus alba), northern red oak (Q. rubs), ironwood
(Carpinus caroliniana), and American holly (Ilex opaca). The shrub layer is somewhat
thick in locales and includes possumhaw (Viburnum nudum), silky dogwood (Cornus
ammonium), tag alder (A)nus serrulata), black willow (Salix nigra), flowering dogwood
(C. florida), deerberry (Vaccinium stamineum), elderberry (Sambucus canadensis),
strawberry bush (Euonymus americanus), multiflora rose (Rosa multiflora), spicebush
(Linden benzoin), and Chinese privet (Ligustrum sinense). The herbaceous and vine
strata include yellowroot (Xanthorhiza simplicissima), blackberry (Rubus spp.),
Japanese honeysuckle (Lonicera japonica), greenbrier (Smilax spp.), poison ivy
(Toxicodendron radicans), goldenrod (Solidago spp.), jewelweed (Impatiens capensis),
Christmas fern (Polystichum acrostichoides), and smartweed (Polygonum spp.).
3.9.2 Early Successional Piedmont/Mountain Bottomland Forest
This community occurs in the old agricultural areas on site. On-site crop production
ceased in 2005 when the State of North Carolina purchased the property. Prior to this,
the fields were plowed and planted annually. The ditches were maintained during this
time by mechanically cutting the vegetation and clearing debris from the ditches. The
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lack of regular maintenance in these areas has resulted in the establishment of an
early successional community. There is currently no canopy layer, but young canopy
trees found throughout this community include sycamore, green ash, sweetgum,
loblolly pine, and red maple (Acer rubrum). Other shrub and tree species scattered
throughout this community include black willow, tree of heaven (Ailanthus altissima),
elderberry, boxelder (Acer negundo), and eastern red cedar (Juniperus virginiana).
The herbaceous layer is dense throughout this community and dominated by golden
rod, blackberry, milkweed (Asclepius sp.), bluestem (Andropogon sp.), and rush
(Juncus effusus).
Tree-of heaven (Ailanthus altissima) and Chinese privet (Ligustrum sinense) occur in
both communities. Tree of heaven is randomly scattered throughout the old
agricultural fields and along the northern stream bank of Beaver and Fifth Creeks.
Privet occurs in the older communities on site, mainly the bottomland forest to the
south of the creeks. Japanese honeysuckle (Lonicera japonica) also occurs randomly
throughout the site.
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4. Reference Stream
One specific reference stream was not used for the restoration design. The project
consists of Enhancement Level II. Stream banks will be reshaped, bankfull benches
will be excavated and stream profile will be modified using in-stream structures. The
structures will provide bank protection, grade control, and habitat diversity within the
stream channel. ARCADIS used equations provided by Dave Rosgen to determine
structure length and spacing (Rosgen, 2006). Ratios from several reference reaches
(E stream types) and regional curves were used to establish the appropriate bankfull
width, depth and other design parameters. Pattern ratios were not used because the
streams will remain on existing alignment to reduce construction costs. ARCADIS
evaluated reference reach data from the ARCADIS inventory and the NCDOT
database. ARCADIS also compared reference reach data to the ranges Dave Rosgen
established for E type streams (Rosgen 1996).
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5. Project Site Wetlands
5.1 Jurisdictional Wetlands
Sections 404 and 401 of the Clean Water Act (CWA) regulate discharges into waters of
the United States. The United States Environmental Protection Agency (USEPA) is
the principal administrative agency of the CWA; however, the USACE has the
responsibility for implementation, permitting, and enforcement ofthe provisions of the
CWA related to dredging and placement of fill. The USACE regulatory program is
defined in 33 CFR 320-330. NCDWQ is the principal administrative agency of the
Section 401 Surface Water and Wetland Standards and is defined in NC
Administration Code 15A NCAC 02B .0100 & .0200.
Water bodies -including lakes, rivers, streams, and wetlands -are identified as waters
of the United States and are subject to jurisdictional consideration under the Section
404 program. Wetlands, defined in 33 CFR 328.3, are those areas that are inundated
or saturated by surface water or groundwater at a frequency and duration sufficient to
support, and under normal circumstances do support, a prevalence of vegetation
typically adapted for life in saturated soil conditions. Any action that proposes to place
fill into these areas falls under the jurisdiction of the USACE under Section 404 of the
CWA (33 USC 1344).
Three wetlands are located on the Five Mile Branch site. The locations of all wetland
boundaries were flagged in the field during November 2002. All delineations were
based on the USACE Wetlands Delineation Manual (1987). The wetland areas were
incorporated into a survey performed in April 2003. Based upon the results of the
survey, there are 1.9 acres (0.77 ha) of wetlands on the Five Mile Branch site. NWI
mapping identifies none of these wetlands. Appendix 2 includes the wetland data
forms. The wetlands are discussed in more detail in Section 5.4.
5.2 Hydrological Characterization
In order to facilitate agricultural uses of the surrounding land, the stream channels of
Beaver and Fifth Creeks appear to have been straightened, channelized or relocated.
Typically, streams in broad, flat valleys meander throughout the valley. Both streams
are uncharacteristically straight.
A series of drainage ditches bisects the site to facilitate crop production. The flow
pattern of the streams and ditches is typically west to east across the site. The
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surface-water flow patterns are detailed in the Wetland and Stream Mitigation
Feasibility Study (ARCADIS 1999).
Eighteen shallow monitoring gauges are located within the study area. These gauges
have collected daily water levels since April 2000. Of the 18 gauges, 7 are in drainage
ditches, 4 are within possible wetlands, 3 are in the field, 3 are adjacent to the ditches,
and 1 is in a sycamore stand. In general, data from the gauges are strongly correlated
with surface-water inputs of precipitation, overbank flow, and surface-water outputs of
evapotranspiration and runoff. Water levels are higher in the winter and spring, when
there are higher precipitation rates and lower evapotranspiration rates. In the growing
season, the ditches are often dry, and water levels in the open-field near to the ditches
and streams are often 40 inches (101.6 cm) below the soil surface. Three of the four
gauges located within possible wetlands have water within 12 inches (30.5 cm) of the
surface for 38 percent of the growing season. Gauges located over 20 feet (6.1 m)
from the ditches or streams have water within 12 to 24 inches (30.5 to 61 cm) of the
surface during the growing season. Gauges adjacent to the ditches have water within
12 to 30 inches (30.5 to 76 cm) of the surface during the growing season. This shows
that the ground water level is further below the soil surface closer to a ditch or stream.
A variety of hydrologic conditions have occurred during the monitoring period. Below-
normal precipitation occurred in 2000, 2001, and 2002, whereas above-normal
precipitation occurred in 2003 and 2004. Because crop production ceased in 2004, it
is expected that the amount of water lost through evapotranspiration in the summer
months will be reduced until early successional vegetation has time to establish.
Preliminary data indicate the hydrology of the floodplain is controlled by the elevation of
the ditches. Therefore, restoring the hydrologic conductivity of the wetlands is feasible
through restoration efforts.
5.2.1 Hydrologic Budget for Restoration Site
Hydrologic inputs to the site are precipitation, surface water inflow and groundwater
inflow. Hydrologic outputs are evapotranspiration, surface and ground water out flow.
Surface water inflow is provided by two major sources, overbank events from Beaver
and Fifth Creeks and more regularly runoff from the surrounding area. I-40 is the main
contributor of surface runoff to the site. Approximately 20 acres (8.1 ha) of impervious
surface area drain directly to the site via roadway ditches, culverts and the ditches
discussed above. Currently these ditches transport the roadway runoff directly to
Beaver and Fifth Creeks. The ditches that are not directly adjacent to the NCDOT
right-of-way will be filled. Filling the ditches will not only raise the groundwater
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elevation, it will also increase the onsite retention time of roadway runoff; therefore,
increasing the amount of surface water available for wetland restoration. The
increased retention time is expected to improve water quality. However, water quality
is not being evaluated and mitigation credits not sought.
5.3 Soil Characterization
5.3.1 Taxonomic Classification (including series)
The majority of the site is comprised of Chewacla and Wehadkee soils. Chewacla
soils are classified as fine-loamy, mixed, active, thermic Fluvaquentic Dystrudepts.
Wehadkee soils are classified asfine-loamy, mixed, active, nonacid, thermic
Fluvaquentic Endoaquepts. Most soils mapped as Chewacla also contain Wehadkee
inclusions. Chewacla and Wehadkee soils are in the order Inceptisols. Inceptisols
have weakly developed diagnostic features. Soils on site are weakly developed due to
alluvial deposition from Beaver Creek and Fifth Creek.
5.3.2 Profile Description
On-site profile of Chewacla loam:
Ap -- 0 to 12 inches (0 to 30.5 cm); brown (7.5YR 4/4) silty clay loam; few, fine, faint
strong brown (7.5YR 5l8) soft masses of iron accumulation; many fine roots
B1 --12 to 24 inches (30.5 to 61.0 cm); dark yellowish-brown (10YR 4/4) silty clay
loam; many, medium, prominent yellowish red (5YR 5/8) soft masses of iron
accumulation; few, fine, prominent reddish-yellow (7.5YR 6l8) soft masses of iron
accumulation; water table at 18 inches; black organic concentrations
Bg -- 24 to 34 inches (61.0 to 86.4 cm); grayish-brown (10YR 5l2) clay loam; many,
medium, prominent yellowish-red (5YR 5/6) soft masses of iron accumulation; fine
roots, oxidized root channels
Bg2 -- 34 to 36 inches (86.4 to 91.4 cm); very dark gray (10YR 3/1) clay loam; many,
fine, prominent red (2.5YR 4l6) and yellowish-red (5YR 5/8) soft masses of iron
accumulation; oxidized root channels
On-site profile of Wehadkee loam:
A -- 0 to 3 inches (0 to 7.6 cm); strong brown (7.5YR 4/6) clay loam; common, fine,
distinct yellowish-red (5YR 4/6) soft masses of iron accumulation; many roots;
organic matter present
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Bg1 -- 3 to 12 inches (7.6 to 30.5 cm); dark grayish-brown (10YR 4l2) clay loam;
many, medium, prominent strong brown (7.5YR 5l8) soft masses of iron
accumulation; water table at 8 inches; many medium roots
Bg2 --12 to 24 inches (30.5 to 61.0 cm); gray (10YR 6l1) silty clay loam; common
medium prominent strong brown (7.5YR 5/8) soft masses of iron accumulation;
oxidized root channels, fine roots, small black organic concentrations
5.4 Vegetation Community Types Descriptions and Disturbance History
Wetland A is a depressional wetland located east of Swann Road and immediately
south of I-40. The wetland probably formed in a borrow area used during the
construction of or improvements to Interstate-40. Wetland A, the largest wetland at
1.44 acres (0.59 ha), contains vegetation consistent with a PiedmontlMountain
Bottomland Hardwood Forest as described by Schafale and Weakley (1990). The
canopy is dominated by red maple, sweetgum, and American elm. The understory
consists of blackgum and black willow with an herbaceous/vine layer containing
blackberry, giant cane, greenbrier, common grape, various sedges, Japanese
honeysuckle, and a few Chinese privet. Water was within 6 inches (15.2 cm) of the
surface, and there were sediment deposits and obvious drainage patterns throughout
the wetland during the field visit.
Wetland B is a 0.09-acre (0.36-ha) wetland located at the toe of a slope southeast of
Wetland A. This wetland appears to be collecting water that travels through the
subsurface to Fifth Creek. Wetland B contains vegetation consistent with a
PiedmontlMountain Bottomland Hardwood Forest as described by Schafale and
Weakley (1990). The canopy is dominated by sycamore, red maple, sweetgum, and
American elm. The soil was saturated within 8 inches of the surface, and sediment
deposits and water-stained leaves were evident throughout the wetland. The
understory consists mostly of younger canopy species with an herbaceouslvine layer
containing blackberry, giant cane, greenbrier, common grape, and various rushes and
sedges.
Wetland C is near the downstream terminus of the project area, located between steep
slopes and a ditch. Wetland C is approximately 0.32 acre (0.13 ha) in size and
contains vegetation consistent with a PiedmontlMountain Bottomland Hardwood Forest
as described by Schafale and Weakley (1990). The canopy is dominated by
sweetgum, red maple, and American elm. The understory consists mostly of younger
canopy species with an herbaceouslvine layer containing blackberry, giant cane,
greenbrier, common grape, Japanese honeysuckle, and various sedges.
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6. Reference Wetland
A reference wetland site optimally is a functioning climax wetland community with
characteristics that are to be mimicked at the restoration site, and that is located near
the project area. The reference site characteristics should include soils, vegetation,
and hydrology similar to the proposed restoration site. Although there are three
wetlands within the study area, none is appropriate to use as a reference because they
have all been significantly altered in the past. Their former uses have included
agriculture, pasture, and borrow sites.
In order to design the bottomland restoration area for a climax community representing
the natural steady state for a palustrine forested wetland community, property
exhibiting mature vegetation was located and used as an off-site reference wetland.
Discussions with Iredell County NRCS agents assisted in identifying the appropriate
off-site reference wetland. This jurisdictional wetland is approximately 5 miles south-
southwest of the project area within land owned by the City of Statesville (Figure 7).
The City of Statesville utilizes the majority of the land on the property for a wastewater
treatment facility. No equipment used for the treatment of wastewater is in the
reference wetland, and no effluent is discharged there.
6.1 Hydrological Characterization
A Memorandum of Agreement (MOA) between NCEEP and the City of Statesville
allowing access to the site for the installation and monitoring of groundwater monitoring
gauges was agreed to March 14, 2005. Two Telelog ®groundwater monitoring
gauges were installed April 14, 2005 (Figure 8). These gauges were downloaded
concurrently with the restoration site gauges. Gauge downloading ceased in
December 2005. The existing reference gauges were replaced with NCEEP-provided
Ecotone®gauges in February 2009.
There is no stream within this approximately 6.5-acre (2.63-ha) wetland. Water enters
the site from rainfall, a small, ephemeral channel at the southwestern corner of the site
or flooding of Fourth Creek. These factors have created a basin with a minimal
surface outfall.
6.1.1 Gauge Data Summary
For the purpose of this report, groundwater elevations were monitored at the reference
site between April 13, 2005, and December 14, 2005, using two Telelog ®gauges.
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During the 244-day monitoring period, the ground water elevation was greater than 12
inches (30.5 cm) below ground surface a total of 30 days and 46 days. The bulk of
these were during September and October when there was no significant rainfall for 48
days. The maximum consecutive days the groundwater elevation was greater than 12
inches (30.5 cm) below ground surface was 72 days (June 27 through September 7)
and 20 days (April 14 through May 4).
6.2 Soil Characterization
The NRCS maps soils at the reference site as Wehadkee, a listed Hydric A soil for
Iredell County. Soil profiling performed by ARCADIS confirmed this soil mapping.
6.2.1 Taxonomic Classification (including series)
Wehadkee soils are classified asfine-loamy, mixed, active, nonacid, thermic
Fluvaquentic Endoaquepts. Wehadkee soils are in the order Inceptisols. Inceptisols
have weakly developed diagnostic features which are usually the result of steep
gradients or depositional processes.
6.2.2 Profile Description
Reference site profile of Wehadkee silt loam:
A - 0 to 3 inches (0 to 7.6 cm); reddish-brown (5YR 5l3) silty clay loam;
B - 3 to 16 inches (7.6 to 40.6 cm); gray (2.5Y 6l1) silty clay loam; common, fine,
prominent brownish-yellow (10YR 6l6) and light yellowish-brown (10YR 6l4) soft
masses of iron accumulation
Bh -16 to 20 inches (40.6 to 50.8 cm); gray (2.5Y 5l1) sandy loam;
6.3 Vegetation Community Types Descriptions and Disturbance History
6.3.1 Community Descriptions
The National Wetlands Inventory (NWI) has mapped the existing bottomland hardwood
forest at the reference wetland site as Palustrine Forested (PFO1A). Steep slopes
border the site to the south, and swell-developed natural stream levee associated with
Fourth Creek has developed to the north. Vegetation in the reference wetland is
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consistent with a PiedmontlMountain Bottomland Forest as described by Schafale and
Weakley (1990). The canopy is dominated by swamp chestnut oak, southern red oak,
sweetgum, sycamore, and red maple. The understorylshrub layer is sparse and
consists of silky dogwood, blackgum, and southern arrowwood. The herbaceouslvine
layer contains soft rush, cinnamon fern, and greenbrier. Detailed information
concerning the wetland is included in the wetland data form in Appendix 5.
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7. Project Site Restoration Plan
7.1 Overarching Goals and Applications of Restoration Plan
In striving to maximize ecological benefit, while minimizing costs, ARCADIS has
developed the following restoration plan for the Five Mile Branch site. For several
years, agricultural practices have acted as the primary stressor to the streams on site.
The removal and control of stream bank vegetation has produced highly erodible
banks and increased sediment load within the watershed. The streams also appear to
have been straightened in the past. These practices have contributed to a loss of in-
stream habitat and function. In addition, the floodplain was cleared of native riparian
vegetation and ditched to suit agricultural land use. This lowered the water table in the
area, eliminated natural riparian habitat, and depleted the nutrient reduction capabilities
of the floodplain. ARCADIS evaluated the site to determine the level of restoration that
would be necessary to correct the problems caused by the past land use practices.
Originally, ARCADIS intended to realign Beaver and Fifth Creeks to restore proper
dimension, pattern, and profile consistent with a stable C5 stream type. The amount of
grading and in-stream structures proposed in the original design made it unfeasible to
construct based on project budget. ARCADIS reevaluated the project and determined
that reducing bank slope, reducing bank height ratios, and reestablishing woody
vegetation on the stream banks would provide the most ecological uplift for the
streams while staying within the project budget. In addition, ARCADIS proposes to
reestablish ground water levels and riparian vegetation to pre-agricultural conditions by
filling the ditches (except those located directly adjacent to NCDOT right-of-way) and
replanting the floodplain with native vegetation. Table 2 details the linkages between
project stressors and proposed restoration activities, and outlines assessment criteria
and monitoring parameters. The goals and objectives of this project are outlined in
section 7.2.
7.2 Restoration Project Goals and Objectives
The restoration site is included in NCEEP's Upper Yadkin River Basin Restoration
Priorities..NCDWQ's 2008 Yadkin-Pee Dee River Basin Plan (Basin Plan). The Basin
Plan identifies "increasing nutrient enrichment, urbanization, and wastewater as the
primary impacts to water quality in the basin" (NCDWQ 2008). Most of the stream
impairments are based on poor biological integrity measured by aquatic
macroinvertebratessnd fish communities, followed by turbidity measurements
(NCDWQ 2008). Restoration goals forthe project include:
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¦ Increase bank stability, nutrient filtration and aquatic habitat
¦ Reduce soil disturbance and nutrient inputs to stream
¦ Improve soil physical and chemical properties in the near term
¦ Improve hydrologic connectivity with floodplain
¦ Attenuate site impacts of storm flows
¦ Restore ground water hydrology to pre-agricultural levels
¦ Restore wetland and riparian habitat
The project objectives include:
¦ Establish a minimum 50-foot buffer consisting of a mix of native species
representative of piedmont/mountain bottomland hardwood forest
¦ Grade stream banks, install in-stream structures, and remove berm to reconnect
streams with floodplain
¦ Eliminate past agricultural land uses, fill existing drainage ditches and excavate
flood plain pools.
¦ Rip floodplain soil prior to planting
7.2.1 Designed Channel Classification and UVetland Type
A low sinuosity E5 stream type will be constructed. The existing streams currently
classify as an E5 stream type. However, they have very low width to depth ratios. The
width to depth ratio will be increased slightly by grading banks. The channel slope will
be reduced through the use of grade control structures. Boulder vanes and root wads
will be used to establish in-stream habitat diversity. A piedmontlmountain bottomland
hardwood forest buffer will be established adjacent to the streams. Floodplain pools
will be randomly intermixed within the buffer.
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7.2.2 Target Wetland Communities/Buffer Communities
7.2.2.1 Bottomland Hardwood Forest
Most of the area surrounding the proposed stream restoration will be replanted and
restored as a bottomland hardwood forest. Floodplain pools will be constructed at
various locations throughout this vegetative community. This bottomland hardwood
forest restoration will also enhance the existing wetland areas on site by establishing a
continuous area rather than the highly fragmented communities that currently exist.
The existing bottomland hardwood communities within the study area will be used as a
reference, such that the natural system, including the plants and topography, appear
and function similarly to the existing reference. Details concerning vegetation within
this community are discussed in the Section 3 of this report. When possible, transplant
species will be identified and salvaged to retain species diversity. Bottomland
hardwood forests are found on highly fertile soils, so the soil will be amended and
properly prepared prior to planting. Topography will allow for periodical flooding.
Alluvial deposition will increase important plant nutrients and introduce additional seed
material to promote species diversity.
7.2.2.2 Floodplain Pools
Floodplain pools orvernal ponds are seasonally flooded wetlands. They are located in
depressions with no permanent aboveground outlet. Floodplain pools provide valuable
habitat for various amphibian and insect species. The restoration plan includes the
construction of floodplain pools within the bottomland hardwood forest, and they will
range in size depending on the volume of earthwork. In order to reduce construction
costs, the design will try to have a balance of earthwork on the site. The source of
water for floodplain pools is precipitation, groundwater or overland flow. Woody debris
will be incorporated into the pools to the extent feasible. Since, these wetlands
periodically dry up, they do not contain fish. Drying may occur annually or only in
drought years. In general, they dry most often in late summer or early fall
(Biebighauser, no date). The floodplain pools will vary in depth (1 to 3 feet [.3 to .9 m])
in order to vary the duration of standing water within them. The floodplain pools will not
be planted with aquatic vegetation after construction. It is anticipated that vegetation
will establish naturally.
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7.3 Stream Project and Design Justification
The following section was developed through several discussions between ARCADIS
and NCEEP.
Concerns from NCDOT over hydrologic trespass of the I-40 right of way, and
discussions with NCEEP regarding risk of the original design and value driven uplift
have resulted in a new restoration design for the Five Mile Branch project. The original
design provided high uplift at a high cost with a somewhat higher level of risk given its
highly sinuous nature. In light of these constraints and considerations, ARCADIS
believes a lesser yet substantive level uplift can be sustained at a much lower cost with
lesser risk and site impacts, thus increasing the overall value of the project. The
current design involves grading selected stream banks to less than vertical and
excavating afloodplain/bankfull bench or removing an earthen berm on the left (north)
bank, to reconnect the channel to its historic floodplain at the bankfull elevation. This
restoration most closely resembles Priority II restoration given that the existing channel
is only moderately incised in most locations. The result is a proportionally modest
change to the cross-section of these slightly to moderately incised E channels and a
significant increase in access to the floodplain at the bankfull elevation. ARCADIS is
highly confident through its observation, 2003 assessment, 2003 analysis of the project
site, and 2009 abbreviated assessment, that intervention is necessary to reduce, non-
reference rates of erosion and that the proposed level of enhancement will result in
substantive and sustainable reduction in bank erosion. The prior straightening and the
resulting excess stream power combined with a low width to depth ratio, lack of a
significant amount of mature woody vegetation on the left bank, multiple debris jams
and a clay layer that is preventing further incision are the factors that lead to
ARCADIS's confidence that without intervention accelerated erosion will continue.
A few mature trees are intermittently spaced at the top of the left bank which provide
moderate shading to the channel. Their roots are not providing sufficient bank
protection. Many roots are exposed and being undermined and ARCADIS has
observed what appears to be a high rate of localized bank retreat. The trees that
appear to be providing bank protection will be worked around during construction,
saving the maximum number possible.
As stated, ARCADIS is highly confident that the measures proposed (the level of
intervention) will reduce bank erosion and associated sedimentation. The changes to
the channel cross-section and extent of floodplain grading may seem proportionally
small. However, they are longitudinally extensive (nearly systemic) and proportional in
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terms of what is necessary to provide a meaningful and sustainable deceleration of
erosion/evolution (uplift), even considering the trade-off loss of some mature trees.
While there will be improvements to the project's profile that will be meaningful, they
will be geared more towards localized measures of bank protection, grade control and
provision of habitat at needed locations as opposed to producing a discernable and
systemic shift of the profile towards reference distributions. Given this, the project
reaches will yield an Enhancement II level of restoration according to the 2003 stream
guideline definitions (USAGE, 2003), however, due to the near systemic nature of the
improvement to the channel cross-section and the localized improvements to the
profile/in-stream habitat, NCEEP will be seeking a credit ratio of 2.0:1 as opposed the
lower limit of 2.5:1 within the Enhancement II credit range of2.5:1 to 1.5:1.
7.3.1 Sediment Transport Analysis
Sediment transport analysis is used to predict ifthe designed channel will be able to
move the bedload that is supplied to the channel. It compares the proposed channel
morphological parameters to the bed load material in the channel and determines if the
proposed channel is capable of moving the material. For a stream to be stable, it must
be able to consistently transport its sediment load (Rosgen 1996). If the stream is not
moving its sediment load, the stream channel aggrades, often resulting in a braided
system. If the stream is capable of moving more than the supplied sediment load, the
stream usually degrades, resulting in an incised stream system. Incorrect estimation of
sediment transport is the apparent cause of failure in many stream restoration projects.
Based on visual observation since the first feasibility studies, it appears that Fifth Creek
and Beaver Creek are no longer incising. Bed stability (possibly temporary) has
resulted from beaverdams oran erosion-resistant subpavementrnaterial. The beaver
dams appearto provide temporary grade control. Several old, washed-out dams were
identified on the site. However, portions of the dams remained in the streambed.
These portions ofthe dams appearto be providing grade control and temporary bed
stability. However, evidence of beaver dams was not identified during the 2009 stream
survey. Another possibility is that the streambed itself is not easily erodible. Pavement
and sub-pavement samples revealed that only a thin layer of sand (less than 2 feet [0.6
m]) exists over a clay bed. The sand moves during high flows, but the highly cohesive
clay does not.
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7.3.2 Methodology
Sediment transport analysis was conducted by calculating the proposed channel shear
stress then comparing it to the Shields curve (Leopold, Wolman and Miller 1964). The
Shields curve estimates the largest size particle capable of moving at a given shear
stress. This size particle is then compared to the particle size within the stream bed. If
the Shields curve particle size estimated is significantly higher than the actual particle
size in the stream, then the stream is degrading. If the Shields particle size estimate is
significantly smaller than the particle size in the stream, then the stream is aggrading.
If the Shields particle size is near the same size as the particle in the channel, then the
stream is stable.
7.3.3 Calculation and Discussion
The shear stresses for the proposed section of stream were calculated and the particle
size moveable at these shear stresses according to the Shields curve determined. The
calculations follow.
r = YRS Where T =bankfull shear stress (Iblft2)
y =specific weight of water (Ibslft3)
R =hydraulic radius of bankfull channel (ft)
S =average water surface slope (ft/ft)
Beaver Creek
r = 62.4 Ibslft3 x 3.52 ft x 0.0016 ftlft
= 0.35 Ib/ft2
Particle size (mm) movable = 20 mm Pavement D50 =12 mm D84 = 24 mm
Fifth Creek upstream of Beaver
r = 62.4 Ibslft3 x 3.70 ft x 0.0013 ftlft
= 0.30 I b/ft2
Particle size (mm) movable =17 mm Pavement D50 =10 mm D84 = 27 mm
Fifth Creek downstream of Beaver
r = 62.4 Ibslft3 x 4.28 ft x 0.0013 ftlft
= 0.35 I b/ft2
Particle size (mm) movable = 20 mm Pavement D50 =18 mm D84 = 43 mm
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Given the particle size predicted to move at the proposed shear stress and the size of
the pavement D50 and D84, the channels are expected to be able to transport the
sediment supplied to the channel.
7.3.4 HEC-RAS Analysis
For the hydraulic analysis, HEC-RAS version 4.0.0 was used to perform steady-state
backwater calculations under a subcritical flow regime within the studied reach. The
models obtained from the North Carolina Floodplain Mapping Program (NCFMP) were
run in HEC-RAS 4.0.0 and the results of the Flood Insurance Study (FIS) duplicated
within 0.1-foot to form the Duplicate Effective model as required by FEMA.
The Duplicate Effective Model was then modified by replacing effective cross-sections
along the project reach with more recent and detailed survey information to form the
Corrected EffectivelExisting Conditions model. The Corrected Effective/Existing
Conditions model is utilized in this analysis to support conclusions about the actual
impacts of the project associated with the proposed conditions model.
The Proposed Conditions model was developed by modifying the Corrected
EffectivelExisting Conditions model to account for proposed grading of the channel and
floodplain along the project reach. In addition, minor adjustments to Manning's n were
made at a limited number of cross-sections to account for proposed plantings along the
channel banks and riparian corridor. The proposed project does not include changes
to the meander pattern of the channel. Therefore, reach lengths in the Proposed
Conditions model remain the same as in the Corrected Effective/Existing Conditions
model.
In comparing the Proposed Conditions model to the Corrected EffectivelExisting
Conditions model, the results indicate that the proposed project will not create any
increase (0.0 foot or greater) to the 100-year flood elevations, floodway elevations, or
floodway widths on Beaver Creek or Fifth Creek at published sections in the FIS for
Iredell County, North Carolina, data March 18, 2008, and will not create any increase in
the 100-year flood elevations, floodway elevations, or floodway widths at unpublished
cross sections in the vicinity of the project.
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7.3.4.1 No-rise. LOMR, CLOMR
The HEC-RAS analysis for the proposed project indicated that there will not be a rise in
the water surface elevation of the 100-year flood event. Therefore, a Letter or Map
Revision (LOMR) or a conditional letter of map revision (CLOMR) is not required.
7.3.4.2 Hydrologic Trespass
The potential for hydrologic trespass into the NCDOT right-of-way is being eliminated
by not filling the ditches adjacent to their right-of-way.. The remaining ditches will be
filled to the lowest elevation of the roadway ditches at the point where they enter the
site. This will allow the roadway ditched to continue to route water away from I-40 and
onto the site
NCDOT owns the majority of the property to the south of the streams to just beyond
the toe of slope. Grading activities will not take place south of the streams. Therefore,
restoration activities will not affect groundwater levels beyond the toe of slope. The
two parcels that NCDOT owns a conservation easement are at the downstream limits
of the project and immediately adjacent to Fifth Creek. No grading will take place
within these parcels. Therefore, the project will not result in hydrologic trespass on
these parcels.
The results of the HEC-RAS model indicate that the proposed project will not create
any increase (0.0 foot or greater) to the 100-year flood elevations, floodway elevations,
or floodway widths on Beaver Creek or Fifth Creek. See Section 7.3.4 for a more
detailed discussion.
7.4 Site Construction
7.4.1 Site Grading, Structure Installation, and Other Project Related Construction
7.4.1.1 Narrative
Access to the site will continue to be from Chimney Lane and Swann Road. Site
construction will begin at the upstream end of Beaver Creek and proceed downstream
(easterly). The material excavated from shaping the stream banks will be used to fill
the existing drainage ditches. The ditches will be cleared and grubbed prior to filling.
Vegetation will be salvaged from the ditches and transplanted onsite. The floodplain
pools will be excavated as work progress easterly. Invasive species will be treated or
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Five-Mile Branch, Iredell Co.
removed prior to all grading activities. This will reduce the probability of their spread
across the site.
In areas where work in the existing stream bed is required, the section of stream will be
dewatered prior to any excavation activities. In areas that only call for regrading of
stream banks, the channel will not be dewatered. Work will be performed from the
bank being grading and care will be taken to prevent material from entering the
channel.
The ditch south of I-40 and east Swann Road will not be filled. Some type of drainage
structure is located adjacent to the I-40 right of way. The structure appears to be
associated with I-40, although a review of I-40 design files did not identify it. Currently,
itwas decided to maintain existing drainage patterns in this area by not filling the
ditches.
7.4.1.2 Scaled Schematic of Grading
All design aspects are shown on the design sheets.
7.4.1.3 In-stream Structure and other construction elements
In-stream structures will include boulder cross vanes, boulder vanes, log vanes, root
wads, and boulder and log toe protection. Boulder vanes will be used for grade
control, bank stabilization and in stream habitat improvement. Boulder and log vanes,
root wads, and boulder and log toe protection will provide the same functions with the
exception of grade control. Vegetation transplants will be utilized and installed around
the in-stream structures.
7.4.2 Native Plant Community Restoration
A piedmontlmountain bottomland forest buffer will be established on site. Trees and
shrubs will be planted within the floodplain at a spacing of 8 feet by 8 feet (2.4 m by 2.4
m), resulting in a density of approximately 680 stems per acre. The initial density will
exceed the establish success criteria. Species composition is discussed above in
Section 3.
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Stream and Wetland
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Five-Mile Branch, Iredell Co.
7.4.2.1 Soil Preparation and Amendments
Prior to the installation of plants and seeds, soil testing will be performed on site. Soil
amendments will be used based on the results of the soil test. All planting areas will be
ripped and raked prior to planting. Topsoil will be stockpiled during grading activities
and reapplied throughout disturbed areas prior to planting.
7.4.2.2 Narrative of plant community restoration that correlates with the Planting Plan as
depicted on the Restoration Plan Design Sheets
Piedmontlmountain bottomland forest will be established adjacent to the streams.
Buffer width is expected to be 50 feet. Within the buffer, floodplain pools will be
excavated. The size and location of the floodplain pools have not been determined.
This will depend on the final earthwork calculation.
7.4.2.3 Narrative of invasive species management
Small areas of tree of heaven (Ailanthus altissima) and Chinese privet are located
throughout the site. Removal method depends on the location of the trees. Trees
located within an excavation area will be removed by excavating the tree roots and all,
without compromising the integrity of the stream restoration. Trees outside of
excavation will be cut and the stumps treated with an appropriate herbicide. Trees
removed will be disposed of appropriately.
If beaver are identified as concern during construction, NCEEP will have the USDA
(APHIS) remove the beaver.
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8. Performance Criteria
In order to determine if the restoration site is performing as designed, performance
criteria to monitor the development of the site are required. Monitoring provides
quantitative data and documentation of changes occurring at the site. The criteria
include monitoring stream stability, vegetation development, changes in groundwater
elevations and soil profile analysis. All post-construction monitoring data will be
compared to the pre-construction data and all previous years' data. This comparison
will show whether the site is progressing towards the desired outcome. Table 2
provides a detailed description of assessment criteria.
8.1 Streams
Stream monitoring will follow the guidelines established in the USACE, Wilmington
District, April 2003, Stream Mitigation Guidelines, monitoring level I. Benthic
monitoring is not included at this time. Stream dimension pattern and profile will be
monitored, as well as substrate. The performance criteria are linked to the assessment
criteria and monitored parameters outline in Table 2 Functional Needs, Goals and
Objectives.
At least two bankfull events must occur during the five-year monitoring period. The
bankfull events must occur in separate years. Monitoring will continue until two
bankfull events in separate years occur. A water-level data-logger or crest stage
gauges will be installed on site to document bankfull events.
Stream dimension will be monitored by establishing permanent cross sections at an
average frequency of approximately 1 per 20 bankfull widths. An equal number of riffle
and pool cross sections will be established and monitored. It is possible, based on
conditions after construction that the establishment of permanent cross sections will
differ slightly than what is proposed. The actual location of permanent cross sections
will be discussed with the NCEEP monitoring specialist (Greg Melia) prior to field
surveys. Each cross section will be compared with the baseline survey and the
previous years' survey to identify any trends. Any changes in the channel dimension
should be minor, no more than 25 percent. Bank height ratios should not exceed 1.4.
If a significant change from the baseline survey is observed, the change will be
assessed to determine if it is a shift toward stability or instability. All cross sections will
be classified using the Rosgen stream classification system.
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A longitudinal profile survey of the stream will be conducted each year of monitoring.
The profile will identify the same features as the baseline profile survey. The
longitudinal profiles will show changes, if any, in the location of stream features. The
change in bed elevation will be less than 20 percent on the maximum riffle depth. A
segment exceeding 25 percent of the total reach threatened by down cutting due to
structure failure would result in corrective actions.
Photographs of the site will provide valuable visual information to complement the
figures and narrative material that will be included in the monitoring reports. Photo
documentation will be conducted twice a year (summer and winter) during the
monitoring period. Permanent photo reference points will be established during the
baseline survey. The locations will be permanently marked and shown on the baseline
survey. Photo reference points will include a representative number of in-stream
structures, all permanent cross-section locations, all permanent vegetation-monitoring
plots and any other areas of special interest identified during the baseline survey.
8.2 Wetlands
Data from all monitoring gauges will be recorded on a daily basis and periodically
during the entire growing season. The groundwater data will be compared with
monthly precipitation data in order to estimate the return cycle for water inputs.
Groundwater gauges will be installed at representative locations throughout the site.
Gauges are currently located in the reference wetland. The data collected from the
restoration site gauges will be used to determine the hydrologic success of the
restoration. The reference area is located off site. However, it exhibits the same
hydrology as the restoration site, the main source being ground water, roadway runoff
and stream over bank events. Therefore, the groundwater levels within the restoration
areas should be similar to those in the reference areas. If groundwater levels within
the restored areas do not meet the criteria of within 12 inches (30.5 cm) of surface for
5 percent of the growing season, then the levels will be compared to those in the
adjacent reference areas. If there is a significant difference in groundwater levels,
remedial actions will be coordinated with NCEEP.
During Years 3 and 5, soil samples will be taken in the vicinity of the vegetation
monitoring plots to determine if the soils are exhibiting hydric soil conditions.
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Stream and Wetland
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8.3 Vegetation
The success of vegetation is based on the total number of surviving stems at a specific
time period. The success criteria established by the USACE is 320 surviving stems
after 3 years, 288 stems after 4 years and ultimately 260 stems after 5 years.
Successful vegetation establishment for this project will be based on 288 stems after
5 years. The intermediate criteria will be used as guidance to warn NCEEP that the
vegetation maybe trending towards non-compliance.
Invasive vegetation will be will be visually monitoring during the monitoring period. If
the establishment of invasive vegetation appears to threaten the success of the
restoration site, corrective actions will be taken. The necessity of corrective actions will
be discussed with NCEEP monitoring specialist (Greg Melia) prior to implementation.
8.4 Beaver Management
On-site beaver activity may affect the success of the site. Beaver may build damson
the restored stream, affecting sediment transport and bank stability. Beaver may also
forage on planted vegetation. Beaver activity will be documented during the monitoring
period. If beaver activity appears to be affecting the performance of the restoration,
corrective actions will betaken. Corrective actions would more than likely consist of
relocating the beaver. Corrective actions will be discussed with NCEEP monitoring
specialist (Greg Melia) prior to implementation. NCEEP will have the USDA (APHIS)
remove the beaver
8.5 Schedule /Reporting
Stream monitoring will occur mid to late summer. Vegetation monitoring will follow
protocol outlined in the NCEEP-CVS guidelines. Wetlands vegetation monitoring will
be conducted concurrently as the buffer vegetation monitoring. Groundwater
monitoring gauges will be downloaded periodically during the Iredell County growing
season.
The draft monitoring report will be submitted to NCEEP no later than November of the
monitoring year. The draft report will be made final based on NCEEP comments and
submitted to the regulatory agencies no later than January of the following year.
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9. Preliminary Monitoring
Site monitoring and reporting will follow the guidelines established by NCEEP in the
Mitigation Plan Document Format, Data Requirements, and Content Guidance ,
Version 2.0, 03127/2008. Vegetation will be monitoring following NCEEP-CVS
methodology and be conducted at the appropriate time of the year. Assessment
criteria and monitoring parameters identified in Table 2 will be monitored.
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Stream and Wetland
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10. Site Protection and Adaptive Management Strategy
The majority of the site is currently owned fee simple by the NCDOT. NCDOT
purchased two small conservation easements nearthe downstream terminus ofthe
project. The property owner was not willing to sell the property fee simple.
Upon completion of site construction the NCEEP shall monitor the project in keeping
with the monitoring plan. Post-construction monitoring activities will be conducted to
evaluate site performance, to identify maintenance andlor repair concerns, and to
maintain the integrity of the project boundaries. If during the post-construction
monitoring period it is determined project compliance is jeopardized, the NCEEP shall
take the necessary action to resolve the project concerns and bring the project back
into compliance. At the conclusion of the post-construction monitoring period, the
project shall be presented to the regulatory authority for project acceptance and close-
out. Upon close-out the project shall be transferred to the NCDENR Division of Natural
Resource Planning and Conservation Stewardship Program for long-term
management and stewardship.
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11. References
Biebighauser, T.R. No Date. A Guide to Creating Vernal Ponds. USDA Forest Service
North Carolina Department of Environment and Natural Resources (NCDENR). 2008.
Yadkin Pee-Dee River Basinwide Water Quality Plan. Prepared by the North
Carolina Division ofWater Quality, Water Quality Section.
North Carolina Department of Environment and Natural Resources (NCDENR),
Basinwide Information Management System (BIMS) web page
http:llh2o.enr.state.nc.us/bimslReportslreportsWB.html. Accessed on
12/31103.
North Carolina Department ofTransportation (NCDOT). 2004. Memo from Kathy
Herring, Office of Natural Environment, to Ed Hajnos, NCEEP re Benthic
macroinvertebratesuwey of Fifth Creek and Beaver Creek. September 2.
North Carolina Division of Land Resources (NCDLR). 1985 . Geologic Map of North
Carolina (North Carolina Geological Survey), Raleigh, NC.
Rosgen, D.L. 1996. Applied River Morphology. Wildland Hydrology, Pagosa Springs,
CO. 400 pp.
Rosgen, D.L. 2006. Cross-Vane, W-Weir, and J-Hook Vane Structures: Description,
Design and Application for Stream Stabilization and River Restoration.
Wildland Hydrology, Inc. Fort Collins, CO, 22pp.
Schafale, M.P., and A. S. Weakley. 1990. Classification of the Natural Communities of
North Carolina, A Third Approximation. North Carolina Natural Heritage
Program, Division of Parks and Recreation, Department of Environment, Health
and Natural Resources, Raleigh, NC.
U. S. Department of Agriculture (USDA). 1964. Soil Survey, Iredell County, North
Carolina. Soil Conservation Service, Series 1960, No. 14.
Wetland Training Institute. 1995. Field Guide for Wetland Delineation: 1987 Corps of
Engineers Manual. Poolesville, MD. WTI 95-3.
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Tables
Table 1. Project Components
Five Mile Branch Stream Restoration, Iredell County, SCO # 040607901
a,
? ?
?
U ?
o ? "
?

Project LL
?
_ +:r
? ;
o ?,
0
?
? ?
? ?' U
Q

Component or ,
_
Vf
?X ? J
?, ?
Q ? Q
? ?
3
Reach ID W ? Stationing m Comments
Beaver Creek 6,220 E2 P3 6,220 LF 10+00 BUR - Maintaining existing
- 72+20 alignment. Modifying
BUR dimension and profile.
Fifth Creek u/s 1,590 E2 P3 1,590 LF 10+00 FTH - - Maintaining existing
Beaver 25+90 FTH alignment. Modifying
dimension and profile.
Fifth Creek d/s 5,372 E2 P3 4,460 LF 25+90 FTH - - State owns north side of
Beaver 79+62 FTH downstream terminus of
Beaver Creek. This area not
included in assets.
UT to Beaver 188 P P 188 LF 10+00 - - Located on State owned
Creek 11+88 property.
UT at Chimney 102 P P 102 LF 10+00 - - Located on State owned
Lane 11+02 property.
UT at Swann 495 P P 495 LF 10+00 - - Located on State owned
Road 14+95 property.
UT at Smiley 105 P P 105 LF 10+00 - - Located on State owned
11+05 easement.
Riverine 1.9 R R 65.7 ac - - Bottomland hardwoods.
Wetland Floodplain pools included in
calculation.
Riverine 1.9 P P 1.9 ac - -
Wetland
Component Summations
Restoration
Level Stream
(If) Riparian Wetland
(Ac) Non-
Riparian
Wetland
(Ac) Upland (Ac) Buffer
(Ac) BMP
Riverine Non-
Riverine
Restoration - 65.7 - - - - -
Enhancement - - - - - - -
Enhancement I - - - - - - -
Enhancement II 12,270 - - - - - -
Creation - - - - - - -
Preservation 890 1.9 - - -
HQPreservation - - - - - - -

Tota I 13,160 67.6 - - - - -
Table 2. Functional Needs, Goals and Objectives
Five Mile Branch Stream Restoration, Iredell Count , SCO # 040607901
Effects Responses Remedies Assessment
* Monitored
**
Criteria Parameters
Channel Increased stream Improve stream bed Grade stream banks
Straightening power and bank stability . Install in-stream
• Increased bank • Restore in-stream structures
erosion habitat Remove berm to 1 - 10 1, 2, 3, 4, 7, 9
• Lost connection with Improve hydrologic connect with existing
floodplain connectivity with floodplain
• Reduced in-stream floodplain
habitat
Removal of . Loss of riparian and • Restore riparian and • Replant stream banks
Streambank and in-stream in-stream and floodplain with
Riparian habitat/shading habitat/shading native vegetation
Vegetation Loss of organic Improve bank stability Install vegetation
matter inputs . Attenuate site transplants in strategic 11
12
13 1
2
3
5
6
9
,? • Loss of streambank impacts of storm locations throughout ,
, ,
,
,
,
,
N protection flows site
? Loss of floodplain
roughness/filtration of
runoff
Ditching of Lowered ground Restore ground water Fill ditches
Floodplain water level hydrology to pre- . Plant hydrophytic
• Loss of wetland agricultural levels vegetation in wetland
habitat • Restore wetland restoration areas 11, 12, 13, 14 5, 6, 8, 9, 10
• Reduced nutrient habitat and Install floodplain pools
filtration function/nutrient
filtration
Agricultural Increased nutrient Reduce nutrient Eliminate agricultural
Practices input to streams inputs practices
• Compaction of Improve physical Implement property
floodplain soils properties of soil in ownership or None None proposed
the near term conservation easement proposed
on-site
• Rip floodplain soils prior
to plantin
*Assessment Criteria: 1 - bank hei ht ratio <1.4 , 2 - ro ortion of downcuttin or a radation within the rofile, 3 - inte rit of in-stream structures, 4 -maintenance of ools associated with in-stream
? ) p p p p
g g gg g Y
structures, 5 -bankfull area distributions, 6 -substrate distributions, 7 - ro ortions of active bank erosion, 8 -channel width distributions, 9 -entrenchment ratio distributions, 10 - bankfull fre uenc , 11
p p q Y
-wood stem densit , 12 - diversit of wood stems, 13 - resence of invasive s ecies, 14 - wetland h drolo
Y Y Y Y p p Y gY
**Monitored Parameters: 1-Ion itudinal rofile, 2 -cross sections, 3 -Visual assessmentlinvento of stream features and channel structures, 4 -substrate anal sis, 5 -Visual assessment/invento of
g p rY Y rY
the ri arian zone, 6 - ve etation lots, stem counts, and ve etation assessments, 7 -stream au a for stream h drolo , 8 - roundwater wells for wetland h drolo , 9 -Photo ra hs, 10 -Soil Profiles
p g p g g g Y gY g Y gY g p
Assessment Criteria Defined
1 -Bank Height Ratio -Mean bank height ratios should not exceed 1.4
2 -Proportion of downcuttinq or aaaradation within the profile -Profile should exhibit stable patterns of variation. Occurrences of change in bed elevation over the
monitoring period should be vertically small (generally <20% of max riffle depths), localized, and vary year to year in their position along the profile. This
guidance criteria may be exceeded if there was an initial adjustment in response to a rare storm event shortly after construction and subsequently the reach
does not exhibit additional degradation when challenged by additional events >bankfull.
3 - Integrity of in-stream structures -Grade control structures should not demonstrate multiple sequential grade control failures with any frequency. Should the
reach demonstrate continuous segments (i.e. one or two segments totaling 20-25% of the reach) threatened by future downcut risk or blowouts around a
structure, this would constitute a barrier to final success determination without remediation. Loss of grade control constitutes physical deconstruction of the
structure, significant piping and/or evidence of actual grade loss in the bed upstream of the structure.
4 -Maintenance of pools associated with in-stream structures -Pools associated with in-stream structures should maintain pool depth to bankfull depth ratios
within the ranges set forth in the design parameters. Pool depths that increase over time and outside of the design range, will not constitute failure unless the
structure is compromised as a result.
5 - Bankfull area distributions -The mean riffle areas for the reach should be maintained or decrease. The bankfull channel may exhibit some increases in area
(no more than 25%) as long as there is evidence any systematic adjustment has arrested through challenge by subsequent events greater than bankfull.
6 -Substrate distributions -Five Mile Branch is a sand bed system and is expected to remain a sand bed system after construction. However, if substrate
coarsens as a result of the restoration effort, and the stream maintains stability, the substrate variation will not be considered a failure.
7 -Proportions of active bank erosion -The cumulative occurrence of erosion and mass wasting should not exceed 15% of the project bank footage as a criterion
or the proportions should represent a clear improvement over pre-restoration rates. The 15% guidance criteria may be exceeded slightly if there is evidence
that prior instances of bank instability have arrested and are stabilizing.
8 -Channel width distributions -Maintenance or reductions of bankfull width (without concomitant increase in mean riffle bankfull depths) represent success
related to this stability parameter. The bankfull channel may exhibit mean width increases (no higher than 20%) as long as there is evidence any systematic
adjustment has arrested through challenge by subsequent events > bankfull. Increases of width at the bankfull elevation should also be carefully viewed in the
context of narrowing below that elevation such as via development of an inner berm feature. This can leave the impression of widening when these width
values are examined independent ofcross-sectional area and cross-section plots.
9 -Entrenchment ratio distributions -Values should be >_ 2.5 for stable C/E floodplain stream types. Values should not exhibit reductions > 25% compared to as-
builtvalues unless the reduction was the result of constructive floodplain deposition processes.
10 - Bankfull frequency -Stream should access its floodplain at least twice during the five year monitoring period. Stream crest gage will be used to monitor
bankfull events.
11 -Woody stem densitx -Regulatory guidance indicates a stem density of 260 stems/acre at year 5.
12 -Diversity of woody stems -The majority of the species identified within the planting plan should be present on site and represent a mixture of early and late
successional species.
13 -Presence of invasive species -Only trace amounts of high threat invasive species such as kudzu, knotweed, and other climbing species that represent a
physical threat to the buffer as a whole should be present at any given time.
14 -Wetland hydrology -Hydrology data should indicate saturation within 12 inches of the soil surface for the hydro-period dictated by the project reference or 5%
of the growing season, whichever is less.
Table 3. Project Attributes
Five Mile Branch Stream Restoration, Iredell County, SCO # 040607901
Project County Iredell
Physiographic Region Piedmont
Ecoregion Southern Outer Piedmont
Project River basin Yadkin-Pee Dee
USGS HUC for Project (14 digit) 03040102010100
NCDWQ Sub-basin for Project 03-07-06
Identify Planning Area (LWP,
RBRP, other) Upper Yadkin-Pee Dee River Basin Restoration Priorities, February
2009. Actual site not included in RBRP.
WRC Classification (Warm, Cool,
Cold) Cool
of project easement fenced or
demarcated ±50% Property line adjacent to I-40 ROW fenced. Live stock fencing
located on parcels containing a state owned easements.
Beaver activity observed during
design phase? Yes. In drainage ditches.

Restoration Components Attributes
Beaver Creek Fifth Creek u/s Fifth Creek d/s
Drainage Area 10.7 sq. mi. 13.9 sq. mi. 26.0 sq. mi.
Stream Order 4tn 3rd 4tn
Enhancement level II Length (ft) 6,220 1,590 5,372
Perennial or Intermittent P P P
Watershed Type (Rural,
Urban(izing), etc.) Rural/Urbanizing Rural/Urbanizing Rural/Urbanizing
Watershed LULC Distribution
Residential
Agricultural Row Crop
Agricultural Livestock
Forested
40%
15%
15%
30%
Watershed Impervious cover % 10%-20%
NCDWQ AU/Index Number 12-108-13-1 12-108-13 12-108-13
NCDWQ Classification C C C
3034 listed? no no no
Upstream of 3034 listed
Segment? no no no
Reason for 3034 listing or
stressor N/A N/A N/A
Total acreage of easement 229 for entire site
Total vegetated acreage within
the easement 229 with the exception of Chimney Lane, a small dirt road.
Total planted acreage as part of
the restoration 65.7 Replanting abandoned agriculture field with Bottomland
hardwood species.
Rosgen classification of pre-
existing E5 E5 E5
Rosgen classification of As-built E5 E5 E5
Valley type VIII VIII VIII
Valley slope % 0.172
Valley side slope range % 0-10
Valley toe slope range % 0-10
Trout waters designation None None None
Species of concern, endangered,
etc (Y/N) N N N
Dominant soil series and
characteristics
Series Chewacla/Wehadkee Chewacla/1Nehadkee Chewacla/1Nehadkee
Depth Class Very Deep (>80 in.) Very Deep (>80 in.) Very Deep (>80 in.)
Clay % 5-35% 5-35% 5-35%
K Unknown Unknown Unknown
T

TABLE 4A
MORPHOLOGICAL CHARACTERISTICS OF THE EXISTING AND PROPOSED CHANNEL
WITH GAGE STATION
(Adapted from Rosgen, 1996)
Restoration Site: Beaver Creek, Five Mile Branch Site, near Statesville, Iredell County, NC
USGS Gage Station: #02143040 Jacob Fork, Burke County, NC
Variables Existing Channel Proposed Reach USGS Gage Station
1. Stream Type E5 E5 B
2. Drainage Area (sq. mi) 10.76 10.76 25.7
3. Bankfull Width (Wbkf] ft Mean: 26.7 Mean: 27.6 Mean: 51.0
Range: 20.2 - 35.2 Range: 20.7 - 38.8 Range:
4. Bankfull Mean Depth Mean: 4.5 Mean: 4.2 Mean: 2.7
(dbk? ft Range: 3.3 - 5.9 Range: 3.3 - 5.0 Range:
5. Width/Depth Ratio Mean: 6.0 Mean: 6.6 Mean: 18.8
(Wbkf/dbk? Range: 4.4 - 9.1 Range: 5.1 - 9.5 Range:
6. Bankfull Cross-Sectional Mean: 119.4 Mean: 115.5 Mean: 139.3
Area (Abk? sq ft Range: 79.7 -176.0 Range: 75.0 -163.2 Range:
7. Bankfull Mean Velocity Mean: 3.8 Mean: 3.7 Mean: 3.9
(Vbkfj fps Range: 3.3 - 4.0 Range: Range:
8. Bankfull Discharge (Qbk? Mean: 453.7 Mean: 453.7 Mean: 539.9
cfs Range: 302.9 - 668.8 Range: 302.9 - 668.8 Range:
9. Maximum Bankfull Depth Mean: 6.9 Mean: 5.9 Mean: 3.3
(dmax) ft Range: 8.1 - 5.0 Range: 4.6 - 7.2 Range:
10. Ratio of Low Bank Mean: 1.2 Mean: 1.0 Mean: 1.4
Height to Max. Bankfull Range: 1.0 -1.5 Range: Range:
11. Width of Flood Prone Mean: 180 Mean: 180.0 Mean: 70.5
Area (Wfpa) ft Range: 100.0 - 250.0 Range: 100.0 - 250.0 Range:
12. Entrenchment Ratio Mean: 8.2 Mean: 6.4 Mean: 1.4
(Wfpa/Wbk? Range: 4.6 -10.9 Range: 3.6 - 9.0 Range:
13. Meander Length (Lm) ft Mean: 1,380.0 Mean: 1380.0 Mean:
Range: 575.0 - 2,132.0 Range: 575.0 - 2,132.0 Range:
14. Ratio of Meander Length Mean: 63.3 Mean: 50.0 Mean:
to Bankfull Width (Lm/Wbkf] Range: 26.3 - 97.8 Range: 20.8 - 77.2 Range:
15. Raduus of Curvature (Rc) Mean: 3,527.0 Mean: 3527.0 Mean:
? Range: 60.0 -14,000.0 Range: 60.0 -14,000.0 Range:
16. Ratio of Radius of Mean: 161.8 Mean: 127.8 Mean:
Curvature to Bankfull Width Range: 2.7 - 642.2 Range: 2.2 - 507.2 Range:
17. Belt Width (Wblt) ft Mean: 235.0 Mean: 235.0 Mean:
Range: 47.0 - 443.0 Range: 47.0 - 443.0 Range:
18. Meander Width Ratio Mean: 10.8 Mean: 8.5 Mean:
(Wblt/Wbkf Range: 2.1 - 20.3 Range: 1.7 -16.0 Range:
19. Sinuosity (Stream Mean: 1.07 Mean: 1.07 Mean:
length/valley distance) (k) Range: Range: Range:
20. Valley Slope (ft/ft) Mean: 0.00172 Mean: 0.00172 Mean:
Range: Range: Range:
21. Average Water Surface Mean: 0.0016 Mean: 0.0016 Mean: 0.0032
Slope or Bankful Slope for Range: Range: Range:
22. Pool Slope (Spool) ft I ft Mean: 0.0028 Mean: 0.0 Mean:
Range: 0.0 - 0.0200 Range: Range:
23. Ratio of Pool Slope to Mean: 1.7 Mean: 0.0 Mean:
Average Slope (Spool/Sbkfj Range: 0.0 -12.5 Range: Range:
24. Maximum Pool Depth Mean: 6.7 Mean: 6.7 Mean:
(dpool) ft Range: 4.7 - 7.8 Range: 4.7 - 7.8 Range:
25. Ratio of Maximum Pool Mean: 1.6 Mean: 1.6 Mean:
Depth to Bankfull Mean Range: 1.1 -1.9 Range: 1.1 -1.9 Range:
26. Pool Width (Wpool) ft Mean: 20.5 Mean: 20.5 Mean:
Range: 14.4 - 24.1 Range: 14.4 - 24.1 Range:
12/16/2009 Table4ADimnsnlssrtios6eaverCreek.xls 1 of 3
TABLE 4A
MORPHOLOGICAL CHARACTERISTICS OF THE EXISTING AND PROPOSED CHANNEL
WITH GAGE STATION
(Adapted from Rosgen, 1996)
Restoration Site: Beaver Creek, Five Mile Branch Site, near Statesville, Iredell County, NC
USGS Gage Station: #02143040 Jacob Fork, Burke County, NC
Variables Existing Channel Proposed Reach USGS Gage Station
27. Ratio of Pool Width to Mean: 0.9 Mean: 0.7 Mean:
Bankfull Width Range: 0.7 -1.1 Range: 0.5 - 0.9 Range:
28. Bankfull Cross-sectional Mean: 100.6 Mean: 100.6 Mean:
Area at Pool (Apool) sq ft Range: 80.9 -119.8 Range: 80.9 -119.8 Range:
29. Ratio of Pool Area to Mean: 1.1 Mean: 0.9 Mean:
Bankfull Area (Apool/Abkfj Range: 0.9 -1.3 Range: 0.7 -1.0 Range:
30. Pool to Pool Spacing (p- Mean: 176.7 Mean: 176.7 Mean:
p) ft Range: 20.6 - 748.9 Range: 20.6 - 748.9 Range:
31. Ratio of Pool-to-Pool Mean: 8.1 Mean: 6.4 Mean:
Spacing to Bankfull Width (p- Range: 0.9 - 34.3 Range: 0.7 - 27.1 Range:
32. Pool Length (Lp) ft Mean: 25.7 Mean: 25.7 Mean:
Range: 5.5 -161.9 Range: 5.5 -161.9 Range:
33. Ratio of Pool Length to Mean: 1.2 Mean: 0.9 Mean:
Bankfull Width (Lp/Wbkfj Range: 0.2 - 7.4 Range: 0.2 - 5.9 Range:
34. Riffle Slope (Sriffj ft / ft Mean: 0.0020 Mean: 0.0020 Mean:
Range: 0.0 - 0.0094 Range: 0.0 - 0.0094 Range:
35. Ratio of Riffle Slope to Mean: 1.2 Mean: 1.2 Mean:
Average Slope (Sriff/Sbkfj Range: 0.0 - 5.9 Range: 0.0 - 5.9 Range:
36. Maximum Riffle Depth Mean: 5.7 Mean: 5.9 Mean:
(drift ft Range: 3.7 - 7.1 Range: 4.6 - 7.2 Range:
37. Ratio of Riffle Depth to Mean: 1.4 Mean: 1.4 Mean:
Bankfull Mean Depth Range: 0.9 -1.7 Range: 1.1 -1.7 Range:
38. Run Slope (Srun) ft / ft Mean: 0.0105 Mean: 0.0105 Mean:
Range: 0.0 - 0.0269 Range: 0.0 - 0.0269 Range:
39. Ratio of Run Slope to Mean: 6.6 Mean: 6.6 Mean:
Average Slope (Srun/Sbk? Range: 0.0 -16.8 Range: 0.0 -16.8 Range:
40. Maximum Run Depth Mean: 5.6 Mean: 5.6 Mean:
(drun) ft Range: 5.2 - 6.3 Range: 5.2 - 6.3 Range:
41. Ratio of Run Depth to Mean: 1.4 Mean: 1.3 Mean:
Bankfull Mean Depth Range: 1.3 -1.5 Range: 1.2 -1.5 Range:
42. Slope of Glide (Sgl) ft I ft Mean: 0.0042 Mean: 0.0042 Mean:
Range: 0.0 - 0.0180 Range: 0.0 - 0.0180 Range:
43. Ratio of Glide Slope to Mean: 2.6 Mean: 2.6 Mean:
Average Water Surface Slope Range: 0.0 -11.2 Range: 0.0 -11.2 Range:
44. Maximum Glide Depth Mean: 5.9 Mean: 5.9 Mean:
(dgl) ft Range: 4.8 - 7.2 Range: 4.8 - 7.2 Range:
45. Ratio of Glide Depth to Mean: 1.4 Mean: 1.4 Mean:
Bankfull Mean Depth Range: 1.2 -1.7 Range: 1.1 -1.7 Range:
46. Step Slope (Sst) Mean: 0.1629 Mean: NIA Mean:
Range: Range: Range:
47. Ratio of Step Slope to Mean: 103.7 Mean: NIA Mean:
Average Water Surface Slope Range: Range: Range:
48. Maximum Step Depth Mean: 5.9 Mean: NIA Mean:
(dst) Range: Range: Range:
49. Ratio of Step Depth to Mean: 1.4 Mean: NIA Mean:
Bankfull Mean Depth Range: Range: Range:
12/16/2009 Table4ADimnsnlssrtios6eaverCreek.xls 2 of 3
TABLE 4A
MORPHOLOGICAL CHARACTERISTICS OF THE EXISTING AND PROPOSED CHANNEL
WITH GAGE STATION
(Adapted from Rosgen, 1996)
Restoration Site: Beaver Creek, Five Mile Branch Site, near Statesville, Iredell County, NC
USGS Gage Station: #02143040 Jacob Fork, Burke County, NC
Variables Existing Channel Proposed Reach USGS Gage Station
Materials:
Particle Size Distribution of
Channel Material (mm)
D 16 NIA Expected to
D35 0.1 Coarsen
D50 0.2
D84 1.0
D95 7.0
a ice ize is n u ion o
Bar Material P SP
D 16 NIA NIA
D35 5.6 NIA
D50 10.3 2.2
D84 22.9 13.1
D95 28.8 24.1
Largest Size Particle on Bar
Sediment Transport:
e amen ranspo Existing Proposed
Validation (Based on
Bankfull Shear Stress)
Calculated value (mm) from
curve 33 24
Value from Shields Curve
(Ib/ft2) 0.43 0.35
12/16/2009 Table4ADimnsnlssrtios6eaverCreek.xls 3 of 3
TABLE 4B
MORPHOLOGICAL CHARACTERISTICS OF THE EXISTING AND PROPOSED CHANNEL
WITH GAGE STATION
(Adapted from Rosgen, 1996)
Restoration Site: Fifth Creek upstream Beaver Creek, Five Mile Branch Site,(near Statesville),Iredell County, NC
USGS Gage Station: #02143040 Jacob Fork, Burke County, NC
Variables Existing Channel Proposed Reach USGS Gage Station
1. Stream Type E5 E5 B
2. Drainage Area (sq. mi) 13.93 13.93 25.7
3. Bankfull Width (Wbkt? ft Mean: 30.7 Mean: 29.0 Mean: 51
Range: 23.9 - 40.3 Range: 25.1 - 33.0 Range:
4. Bankfull Mean Depth Mean: 4.2 Mean: 4.1 Mean: 2.7
(dbkfj ft Range: 3.8 - 5.0 Range: 3.8 - 4.6 Range:
5. Width/Depth Ratio Mean: 7.0 Mean: 7.0 Mean: 18.8
(Wbkf/dbk? Range: 5.3 - 8.4 Range: 5.5 - 8.6 Range:
6. Bankfull Cross-Sectional Mean: 130.1 Mean: 119.7 Mean: 139.3
Area (Abk? sq ft Range: 94.0 -176.4 Range: 104.5 -144.7 Range:
7. Bankfull Mean Velocity Mean: 3.4 Mean: 3.4 Mean: 3.9
(Vbkfj fps Range: Range: Range:
8. Bankfull Discharge Mean: 442.3 Mean: 442.3 Mean: 539.9
(Qbkfj cfs Range: 319.6 - 599.8 Range: 319.6 - 599.8 Range:
9. Maximum Bankfull Mean: 7.8 Mean: 7.4 Mean: 3.3
Depth (dmax) ft Range: 6.7 - 9.1 Range: 6.4 - 8.3 Range:
10. Ratio of Low Bank Mean: 1.1 Mean: 1.0 Mean: 1.4
Height to Max. Bankfull Range: 1.1 -1.2 Range: Range:
11. Width of Flood Prone Mean: 200.0 Mean: 200.0 Mean: 70.5
Area (Wfpa) ft Range: 200.0 Range: Range:
12. Entrenchment Ratio Mean: 6.5 Mean: 6.5 Mean: 1.4
(Wfpa/Wbk? Range: Range: Range:
13. Meander Length (Lm) ft Mean: 4,618.0 Mean: 4,618.0 Mean:
Range: 4,464.0 - 4,771. Range: 4,464.0 - 4,771. Range:
14. Ratio of Meander Mean: 179.7 Mean: 159.2 Mean:
Length to Bankfull Width Range: 173.7 -185.6 Range: 153.9 -164.5 Range:
15. Raduus of Curvature Mean: 2,693.0 Mean: 2,693.0 Mean:
(Rc) ft Range: 1,275.0 - 3,800. Range: 1,275.0 - 3,800. Range:
16. Ratio of Radius of Mean: 104.8 Mean: 92.9 Mean:
Curvature to Bankfull Width Range: 49.6 -147.8 Range: 44.0 -131.0 Range:
17. Belt Width (Wblt) ft Mean: 639.0 Mean: 639.0 Mean:
Range: 48.0 -1.566.0 Range: 48.0 -1,566.0 Range:
18. Meander Width Ratio Mean: 24.9 Mean: 22.0 Mean:
(Wb1t/Wbk? Range: 1.9 - 60.9 Range: 1.7 - 54.0 Range:
19. Sinuosity (Stream Mean: 1.04 Mean: 1.04 Mean:
length/valley distance) (k) Range: Range: Range:
20. Valley Slope (ft/ft) Mean: 0.00167 Mean: 0.00167 Mean:
Range: Range: Range:
21. Average Water Surface Mean: 0.0013 Mean: 0.0013 Mean: 0.0032
Slope or Bankful Slope for Range: Range: Range:
22. Pool Slope (Spool) ft / ft Mean: NIA Mean: 0.0 Mean:
Range: Range: Range:
23. Ratio of Pool Slope to Mean: NIA Mean: 0.0 Mean:
Average Slope (Spool/Sbk? Range: Range: Range:
24. Maximum Pool Depth Mean: NIA Mean: 7.8 Mean:
(dpool) ft Range: Range: 7.5 - 8.0 Range:
25. Ratio of Maximum Pool Mean: NIA Mean: 3.1 Mean:
Depth to Bankfull Mean Range: Range: 3.0 - 3.2 Range:
26. Pool Width (Wpool) ft Mean: NIA Mean: 29.0 Mean:
Range: Range: 25.1 - 33.0 Range:
12/16/2009 Table4BDimnsnlssrtiosFifthu-sBeaver.xls 1 of 3
TABLE 4B
MORPHOLOGICAL CHARACTERISTICS OF THE EXISTING AND PROPOSED CHANNEL
WITH GAGE STATION
(Adapted from Rosgen, 1996)
Restoration Site: Fifth Creek upstream Beaver Creek, Five Mile Branch Site,(near Statesville),Iredell County, NC
USGS Gage Station: #02143040 Jacob Fork, Burke County, NC
Variables Existing Channel Proposed Reach USGS Gage Station
27. Ratio of Pool Width to Mean: NIA Mean: 1.0 Mean:
Bankfull Width Range: Range: 0.9 -1.1 Range:
28. Bankfull Cross-sectional Mean: NIA Mean: 119.7 Mean:
Area at Pool (Apool) sq ft Range: Range: 104.5 -144.7 Range:
29. Ratio of Pool Area to Mean: NIA Mean: 1.0 Mean:
Bankfull Area (Apool/Abk? Range: Range: 0.9 -1.2 Range:
30. Pool to Pool Spacing (p- Mean: NIA Mean: 297.0 Mean:
p) ft Range: Range: 272.0 - 322.0 Range:
31. Ratio ofPool-to-Pool Mean: NIA Mean: 10.2 Mean:
Spacing to Bankfull Width Range: Range: 9.4 -11.1 Range:
32. Pool Length (Lp) ft Mean: NIA Mean: 112.8 Mean:
Range: Range: 81.2 -144.3 Range:
33. Ratio of Pool Length to Mean: NIA Mean: 3.9 Mean:
Bankfull Width (Lp/Wbkfj Range: Range: 2.8 - 5.0 Range:
34. Riffle Slope (Srif? ft / ft Mean: 0.001 Mean: 0.001 Mean:
Range: 0.0009 - 0.0011 Range: 0.0009 - 0.0011 Range:
35. Ratio of Riffle Slope to Mean: 0.8 Mean: 0.8 Mean:
Average Slope (Sriff/Sbk? Range: 0.7 - 0.8 Range: 0.7 - 0.8 Range:
36. Maximum Riffle Depth Mean: 7.6 Mean: 7.4 Mean:
(driff? ft Range: 7.4 - 7.8 Range: 6.4 - 8.3 Range:
37. Ratio of Riffle Depth to Mean: 1.7 Mean: 1.8 Mean:
Bankfull Mean Depth Range: 1.6 -1.7 Range: 1.6 - 2.0 Range:
38. Run Slope (Srun) ft / ft Mean: NIA Mean: 0.0043 Mean:
Range: Range: 0.0 - 0.0127 Range:
39. Ratio of Run Slope to Mean: NIA Mean: 2.0 Mean:
Average Slope (Srun/Sbk? Range: Range: 0 - 5.9 Range:
40. Maximum Run Depth Mean: NIA Mean: 4.9 Mean:
(drun) ft Range: Range: 4.8 - 5.1 Range:
41. Ratio of Run Depth to Mean: NIA Mean: 1.2 Mean:
Bankfull Mean Depth Range: Range: Range:
42. Slope of Glide (Sgl) ft / Mean: NIA Mean: 0.0017 Mean:
ft Range: Range: 0.0 - 0.0032 Range:
43. Ratio of Glide Slope to Mean: NIA Mean: 0.8 Mean:
Average Water Surface Range: Range: 0.0 -1.5 Range:
44. Maximum Glide Depth Mean: NIA Mean: 5.4 Mean:
(dgl) ft Range: Range: 4.9 - 5.8 Range:
45. Ratio of Glide Depth to Mean: NIA Mean: 1.3 Mean:
Bankfull Mean Depth Range: Range: 1.2 -1.4 Range:
46. Step Slope (Sst) Mean: NIA Mean: NIA Mean:
Range: Range: Range:
47. Ratio of Step Slope to Mean: NIA Mean: NIA Mean:
Average Water Surface Range: Range: Range:
48. Maximum Step Depth Mean: NIA Mean: NIA Mean:
(dst) Range: Range: Range:
49. Ratio of Step Depth to Mean: NIA Mean: NIA Mean:
Bankfull Mean Depth Range: Range: Range:
12/16/2009 Table4BDimnsnlssrtiosFifthu-sBeaver.xls 2 of 3
TABLE 4B
MORPHOLOGICAL CHARACTERISTICS OF THE EXISTING AND PROPOSED CHANNEL
WITH GAGE STATION
(Adapted from Rosgen, 1996)
Restoration Site: Fifth Creek upstream Beaver Creek, Five Mile Branch Site,(near Statesville),Iredell County, NC
USGS Gage Station: #02143040 Jacob Fork, Burke County, NC
Variables Existing Channel Proposed Reach USGS Gage Station
Materials:
Particle Size Distribution
of Channel Material (mm)
D16 NIA Expected to
D35 0.1 Coarsen
D50 0.2
D84 1.0
D95 7.0
a ice ize is n u ion
of Bar Material P SP
D 16 NIA NIA
D35 6.8 NIA
D50 18 NIA
D84 42.6 6.1
D95 56.4 15.1
Largest Size Particle on Bar 60
Sediment Transport:
e amen ranspo Existing Proposed
Validation (Based on
Bankfull Shear Stress)
Calculated value (mm) from
curve 28 17
Value from Shields Curve
(Iblft2) 0.38 0.3
12/16/2009 Table4BDimnsnlssrtiosFifthu-sBeaver.xls 3 of 3
TABLE 4C
MORPHOLOGICAL CHARACTERISTICS OFTHE EXISTING AND PROPOSED CHANNEL WITH GAGE STATION
(Adapted from Rosgen, 1996)
Restoration Site: Fifth Creek Swann Road to End, Five Mile Branch Site, near Statesville, Iredell County, P
USGS Gage Station: #02143040 Jacob Fork, Burke County, NC
Variables Existing Channel Proposed Reach USGS Gage Station
1. Stream Type E5 E5 6
2. Drainage Area (sq. mi) 26.05 26.05 25.7
3. Bankfull Width (Wbkt? ft Mean: 35.6 Mean: 33.4 Mean: 51
Range: 27.9 - 44.1 Range: 26.3 - 40.8 Range:
4. Bankfull Mean Depth Mean: 5.3 Mean: 4.7 Mean: 2.7
(dbkfj ft Range: 4.5 - 6.8 Range: 4.0 - 5.7 Range:
5. Width/Depth Ratio Mean: 6.6 Mean: 7.1 Mean: 18.8
(Wbkf/dbk? Range: 4.7 - 8.2 Range: 5.2 - 8.8 Range:
6. Bankfull Cross-Sectional Mean: 202.5 Mean: 157.8 Mean: 139.3
Area (Abk? sq ft Range: 192.6 - 222.2 Range: 120.3 - 202.7 Range:
7. Bankfull Mean Velocity Mean: 5.2 Mean: 3.9 Mean: 3.9
(Vbkfj fps Range: Range: Range:
8. Bankfull Discharge (Qbk? Mean: 1166.3 Mean: 1166.3 Mean: 539.9
cfs Range: Range: Range:
9. Maximum Bankfull Depth Mean: 7.6 Mean: 6.5 Mean: 3.3
(dmax) ft Range: 5.8 - 9.3 Range: 5.1 - 7.8 Range:
10. Ratio of Low Bank Mean: 1.5 Mean: 1.0 Mean: 1.4
Height to Max. Bankfull Range: 1.3 -1.7 Range: Range:
11. Width of Flood Prone Mean: 316.7 Mean: >200 Mean: 70.5
Area (Wfpa) ft Range: 250 - 400.0 Range: Range:
12. Entrenchment Ratio Mean: 8.6 Mean: >6.5 Mean: 1.4
(Wfpa/Wbk? Range: 7.1 -10.8 Range: Range:
13. Meander Length (Lm) ft Mean: 4618 Mean: 4,618.0 Mean:
Range: 4,464.0 - 4,771. Range: 4,464.0 - 4,771.0 Range:
14. Ratio of Meander Length Mean: 125.8 Mean: 138.3 Mean:
to Bankfull Width (Lm/Wbkt? Range: 121.6 -130.0 Range: 133.6 -142.8 Range:
15. Raduus of Curvature (Rc) Mean: 2693 Mean: 2,693.0 Mean:
? Range: 1,275.0 - 3,800. Range: 1,275.0 - 3,800.0 Range:
16. Ratio of Radius of Mean: 73.4 Mean: 80.6 Mean:
Curvature to Bankfull Width Range: 34.7 -103.5 Range: 38.2 -113.8 Range:
17. Belt Width (Wblt) ft Mean: 639.0 Mean: 639.0 Mean:
Range: 48.0 -1,566.0 Range: 48.0 -1,566.0 Range:
18. Meander Width Ratio Mean: 17.4 Mean: 19.1 Mean:
(Wb1t/Wbk? Range: 1.3 - 42.7 Range: 1.4 - 46.9 Range:
19. Sinuosity (Stream Mean: 1.04 Mean: 1.04 Mean:
length/valley distance) (k) Range: Range: Range:
20. Valley Slope (ft/ft) Mean: 0.00167 Mean: 0.00167 Mean:
Range: Range: Range:
21. Average Water Surface Mean: 0.0016 Mean: 0.0013 Mean: 0.0032
Slope or Bankful Slope for Range: Range: Range:
22. Pool Slope (Spool) ft / ft Mean: 0.0035 Mean: 0.0 Mean:
Range: 0.0 - 0.0117 Range: Range:
23. Ratio of Pool Slope to Mean: 2.2 Mean: 0.0 Mean:
Average Slope (Spool/Sbk? Range: 0.0 - 7.3 Range: Range:
24. Maximum Pool Depth Mean: 9.5 Mean: 7.8 Mean:
(dpool) ft Range: 8.0 -11.4 Range: 7.5 - 8.0 Range:
25. Ratio of Maximum Pool Mean: 1.7 Mean: 1.7 Mean:
Depth to Bankfull Mean Range: 1.4 - 2.1 Range: 1.6 -1.7 Range:
26. Pool Width (Wpool) ft Mean: 32.8 Mean: 32.8 Mean:
Range: Range: Range:
12/16/2009 Table4CDimnFifthSwanntoEnd.xls 1 of 3
TABLE 4C
MORPHOLOGICAL CHARACTERISTICS OFTHE EXISTING AND PROPOSED CHANNEL WITH GAGE STATION
(Adapted from Rosgen, 1996)
Restoration Site: Fifth Creek Swann Road to End, Five Mile Branch Site, near Statesville, Iredell County, P
USGS Gage Station: #02143040 Jacob Fork, Burke County, NC
Variables Existing Channel Proposed Reach USGS Gage Station
27. Ratio of Pool Width to Mean: 0.9 Mean: 1.0 Mean:
Bankfull Width Range: Range: Range:
28. Bankfull Cross-sectional Mean: 199.0 Mean: 157.8 Mean:
Area at Pool (Apool) sq ft Range: Range: 120.3 - 202.7 Range:
29. Ratio of Pool Area to Mean: 1.0 Mean: 1.0 Mean:
Bankfull Area (Apool/Abk? Range: Range: 0.8 -1.3 Range:
30. Max Pool to Max Pool Mean: 256.3 Mean: 297.0 Mean:
Spacing (p-p) ft Range: 62.3 -1,206.3 Range: 272.0 - 322.0 Range:
31. Ratio ofPool-to-Pool Mean: 7.0 Mean: 8.9 Mean:
Spacing to Bankfull Width (p- Range: 1.7 - 32.9 Range: 8.1 - 9.6 Range:
32. Pool Length (Lp) ft Mean: 30.0 Mean: 112.8 Mean:
Range: 15.2 - 69.8 Range: 81.2 -144.3 Range:
33. Ratio of Pool Length to Mean: 0.8 Mean: 3.3 Mean:
Bankfull Width (Lp/Wbkfj Range: 0.4 -1.9 Range: 2.4 - 4.3 Range:
34. Riffle Slope (Srif? ft / ft Mean: 0.0017 Mean: 0.0026 Mean:
Range: 0.0 - 0.0043 Range: 0.0022 - 0.0030 Range:
35. Ratio of Riffle Slope to Mean: 1.1 Mean: 1.2 Mean:
Average Slope (Sriff/Sbk? Range: 0.0 - 2.7 Range: 1.0 -1.4 Range:
36. Maximum Riffle Depth Mean: 7.1 Mean: 6.5 Mean:
(driff? ft Range: 5.8 - 9.1 Range: 5.1 - 7.8 Range:
37. Ratio of Riffle Depth to Mean: 1.3 Mean: 1.4 Mean:
Bankfull Mean Depth Range: 1.0 -1.6 Range: 1.1 -1.7 Range:
38. Run Slope (Srun) ft / ft Mean: 0.0161 Mean: 0.0043 Mean:
Range: 0.0035 - 0.0250 Range: 0.0 - 0.0127 Range:
39. Ratio of Run Slope to Mean: 10.1 Mean: 2.0 Mean:
Average Slope (Srun/Sbk? Range: 2.2 -15.6 Range: 0 - 5.9 Range:
40. Maximum Run Depth Mean: 6.7 Mean: 4.9 Mean:
(drun) ft Range: 4.8 - 8.1 Range: 4.8 - 5.1 Range:
41. Ratio of Run Depth to Mean: 1.2 Mean: 1.0 Mean:
Bankfull Mean Depth Range: 0.9 -1.5 Range: 1.0 -1.1 Range:
42. Slope of Glide (Sgl) ft / ft Mean: 0.0011 Mean: 0.0017 Mean:
Range: 0.0 - 0.0062 Range: 0.0 - 0.0032 Range:
43. Ratio of Glide Slope to Mean: 0.7 Mean: 0.8 Mean:
Average Water Surface Slope Range: 0.0 - 3.9 Range: 0.0 -1.5 Range:
44. Maximum Glide Depth Mean: 8.0 Mean: 5.4 Mean:
(dgl) ft Range: 6.9 -10.3 Range: 4.9 - 5.8 Range:
45. Ratio of Glide Depth to Mean: 1.4 Mean: 0.9 Mean:
Bankfull Mean Depth Range: 1.2 -1.9 Range: 1.0 -1.2 Range:
46. Step Slope (Sst) Mean: N1A Mean: NIA Mean:
Range: Range: Range:
47. Ratio of Step Slope to Mean: NIA Mean: NIA Mean:
Average Water Surface Slope Range: Range: Range:
48. Maximum Step Depth Mean: NIA Mean: NIA Mean:
(dst) Range: Range: Range:
49. Ratio of Step Depth to Mean: NIA Mean: NIA Mean:
Bankfull Mean Depth Range: Range: Range:
12/16/2009 Table4CDimnFifthSwanntoEnd.xls 2 of 3
TABLE 4C
MORPHOLOGICAL CHARACTERISTICS OFTHE EXISTING AND PROPOSED CHANNEL WITH GAGE STATION
(Adapted from Rosgen, 1996)
Restoration Site: Fifth Creek Swann Road to End, Five Mile Branch Site, near Statesville, Iredell County, P
USGS Gage Station: #02143040 Jacob Fork, Burke County, NC
Variables Existing Channel Proposed Reach USGS Gage Station
Materials:
Particle Size Distribution of
Channel Material (mm)
D 16 NIA Expected to
D35 0.1 Coarsen
D50 0.2
D84 1.0
D95 7.0
a ice ize is n u ion o
Bar Material P SP
D 16 NIA NIA
D35 6.8 NIA
D50 18 NIA
D84 42.6 6.1
D95 56.4 15.1
Largest Size Particle on Bar
Sediment Transport:
e amen ranspo Existing Proposed
Validation (Based on
Bankfull Shear Stress)
Calculated value (mm) from
curve 35 20
Value from Shields Curve
(Iblft2) 0.46 0.35
12/16/2009 Table4CDimnFifthSwanntoEnd.xls 3 of 3
Table 5. BEHI and Sediment Export Estimates for Project Site Streams
Five Mile Branch/Project #
0
a
x
w

? s
2 ?,
L 3
J ?'
?
Linear Footage ? ? ? a 3 ?

Time Point
Segment/Reach
(left bank)
w
> ?
z o
?
?
>
?
ft % ft % ft % ft % ft % ft % ton/yr
Preconstruction Beaver Creek 1000 360.0 36.0 313.0 31.3 327.0 32.7 380.0
Fifth Creek u/s 1000 100.0 10.0 220.0 22.0 130.0 13.0 150.0 15.0 400.0 40.0 140.0
Fifth Creek d/s 1000 285.0 28.5 455.0 35.5 260.0 26.0 340.0
Project Total 3000 745.0 24.9 988.0 32.9 717.0 23.9 150.0 5.0 400.0 13.3 860.0
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r L 4. ' Stream and Wetland Restoration Site 5
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Prepared Fir
110-
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Reference Wetland Soils
Five Mile Branch
Stream and Wetland Restoration Site
Iredell County, North Carolina
i�.i re N o.

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SCALE: 1:20,000
Source: USGS Quadrangle Maps Statesville East and Cool Springs, NC
Prepared For
Reference Site Vicinity Map
Five Mile Branch
Figure No.
Stream and Wetland Restoration Site
7
Iredell County, North Carolina

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SCALE: 1:9,000
Source: USGS Quadrangle Maps Statesville East and Cool Springs, NC
Prepared For
Reference Wetland Gauge Locations Figure No.
r -4j Five Mile Branch
Co . in Stream and Wetland Restoration Site 8
I `11l 11a11�CI11�L'ilt Iredell County, North Carolina

Design Sheets
218 2181 2162
922 8 X159 ZZSS .o Z'e IREDELL C4 U11tT 2180 2183 2183 2189 zie~ z o
zie is~ Ra 218
Z,88 ,66 - END Farm 167
z,68 ' 2166 o?EC LOCATION: FIVE MILE BRAIIICH MITIGATI 21@9 IGATl~11t SITE
zees - zie~ 2265 8 2155
Z'6 TYPE OF WORK 1VATURAL CHAIVIVEL DE E~~ 2168 r~ 64 - ~ 2 60 DESIG11t STREAM
~ ~ ' 182 Z,o A11tD WETLAND RESTOR 40 Z~~~`~ EGIN ~ z,55 ~ SCO# 040607901 'STORATI011t
,66 OJECT 230
035° 50' 40.18" N BEGAIN -/P~/~R/F~/~TH- 080° 46' 24.37" W
aek dat 30 gsry ~ ~~/"1r /O
CHIMNEY LANE 9 swa, ~ SWAN N RD.
-40
O J ~ yet ~~g l ~ ll d
l
~c ~ee~ ~
~TA12+50~A0 CT -PRBVR- - l 6 7 8
l2 O
S END -PRBVR-
STA72+20J3 13 END PROJECT
4 14 l S STA. 79f62.40
-PREY H-
O
O~ NCEEP PROJECT MANAGER -PAUL WIESNER
Q NCEEP REVIEW COORDINATOR - LIN XU
ARCADIS PROJECT MANAGER -ROBERT LEPSIC PRELIMINARY PLANS DO NOT USB FOR CONSTRUCTION
0
0 GRAPHIC SCALES DESIGN DATA PROPOSED STREAM LENGTHS ~ STREAM PRESERVATl011i = 890' repored n he ce NATURAL CHANNEL
ARCADI S DESIGN ENGINEER G ~ Y 0} gprfh ~Orainp, NC. www.aRCaas -us.coM
~ 40 20 0 40 8o BEAVER CREEK (PRBVR-) = 6220'ENHANCEMENT LEVEL I/ll 801COr~~~a ~a^~ Ralelgh. NC P160i-5 FIFTH CREEK PRFTH- = 6050'ENHANCEMEI~'T LEVEL I/II ~eY919/959-12AY ~o 801 Corporate Center Orrve, Su1te 300 Ralergh~ NC 27607-5073 ie6 919/854-1282 Foxy 919/854-5448
~ PLANS SEE SHEET 2-C ) for fAe NariACord/m Qeporf E FOR TOTAL LEIHGTH OF STREAM 2002 ST.9NDARD SPHCIFICATTONS ~llno D~eportm~ of Envlronm~ and Noturo/ Resources 'CIFICATIONS ARCADIS CONTACT
40 20 0 40 80 GEOMORPHOLOGICAL ENHANCEMENT = 12,270' RIGHT OF WAY DATE: l DATE:
ROBERT LEPSIC
T~~ PROPOSED WETLAND ACERAGE wA ~ ~n J PROFILE (HORIZONTAL) PROJECT BIOLOGIST
~ o ~ V p BOTTOMLAIVD HARDWOOD FOREST =66.10 ACRES RESTORATI0IH LETTING DATE: o ~ o =1.90 ACRES PRESERVATION WA DATE:
~ ~ ~ ~ PROFILE (VERTICAL) ~ o PROJECT DESIGN ENGINEER P.E. SIGNATURE:
ao~

ACT URES STREAM IM~'R O T~EME11 STS
MAJOR ' Brid a Tunnel or Box Culvert W ~ Exist. Pole Approx. Location of Proposed Boulder _ _ _ _ _ _ _ _ _ _ _ _ _ rert ~ coNC ~ Cross Vane (SeeDetall)
open roFence--------------------- , • 9 • Brid a Win Wall Head Wall 9 9 Wall Approx. Location of Proposed Boulder______________
inn Feriae Exist. Power Pole • and End Wall Pro .Barbed Wire Fence ~coNC ww~ J-Hook Vane (See Detail)
p Exist. Tele hone Pole ~ p • MINOR Existin Fence Approx. Location of Proposed Boulder_______________
9 Exist. Joint Use Pole oP Head & End Wall Exist. Guardrail Vane (See Detail) CONC HW
Dee Soil Proflie P Pi a Culvert n0~ p Approx. Location of Proposed Rootwad_____________ ~ J (See Detail) „_t
Monitorin Gua a 9 9 M~ Approx. Location of Proposed Stream_____________
E uali S mbol Foot ri e-------------------------- q Y 9 H drant . Y ~ PI ug (See Deta i I)
• Drama eBoxes-------------------- 9 Exist. Water Valve ~cB Approx. Location of Proposed Boulder
• Sewer Clean Out Ri ht ofWa Marker + 9 Y ~ ~j j~jYY Step Poo I (See Deta i I)
Loose Surface • Power Manhole Exist. R~ ht of Wa Line w/Marker P 9 Y - - - Approx. Location of Proposed Boulder________________ Step Pool Drain
Hard Surface Water Manhole Pro . Ri ht ofWa Line bothers w p 9 Y Y Approx. Location of Proposed Log
Chan a in Road Surface . 9 Li ht Pole Pro . Ri ht of Wa Line b contract - - - - - - 9 0 p 9 Y Y Vane (See Detail)
Curb H-Frame Pole Exist. Control of Access Line c . Approx. Location of Proposed Constructed___________ Riffle (See Deta I I)
~,A; Ri ht f m I o Wa S bo 9 Y Y • Power Line Tower Pro .Control of Access Line c R/W Proposed Oxbox PoncWVetland----------------------~
p A Guard Post Pole with Base o~P (See Detail)
Exist. Easement Line D E Paved Walk Gas Valve------------------------------------- Proposed Rock Check Dam______________________.
Pro .Tem .Construction Easement Line - - - - - p P E Brid e------------------------------ 9 as eter-------------------------------------
Pro .Tem . Drama a Easement Line - - - - - - - - - p p g TDE Box Culvert or Tunnel-------------- Approximate limits of Buffer___________________ ~ - - - - - ~ Existing Thalweg
• Tele hone Manhole Pro .Perm. Drama a Easement Line - - - - - - - - - p T P 9 PoE Culvert
Power Transformer Footbrid e 9 Existing Top of Bank-------------------------- Proposed Thalweg
Gu Wire Anchor Y ~ . Trai Foot at p Proposed Bankfull-----------------------------
Sancta Sewer Manhole ry Pro a Line Surve e amp p Y C (cut) F (fill)
Storm Sewer Manhole------------------------ s Pro a Line Not Surve ed-------------------- p Y . Slope Stake Line -
Tank• Water Gas Oil Exist.lron Pin Vegetation Matting____________________________
E Recorded Water Line - N N- Pro a Corner •
p + Santa Sewer - - rY ss ss- Pro a Monument Log Toe Protectivn_________________________________
p Recorded Sancta Sewer Force Main - - - - - - ry mss -Fss -
Pro a Number p X23 R r Lin eco ded Gas e -G G-
ParcelNumber Storm Sewer---------------------------------- - - 6 s s
Fence Line - Recorded Power Line x x x
Recorded Tele hone Cable - Silt Fence - F- F- F P T T- S S S
• Recorded UiG Tele hone Conduit - - - - - - - - - - - _ Exi tin tl n B n n p Tc Tc- s Wead oudaes - _ 9 - wee -
• Unknown Utili _ T T Pro osed Wetland Boundaries ` p wee
. Recorded Television Cable _ _ B ~I ~n Tv Tv u d s 9
. Recorded Fiber 0 tics Cable _ - _ p Fo Fo Foundations . ~ • T~EGETATIGII~
Exist. Water Meter Limit of Disturbance _ _ _ _ _ _ _ Existing Woods Line
Exist. Overhead Power Line -pE~NE-
Exist. Under round Utilities _ 9 ucu--ucu- Stream or Bod of Water _
Y
Flow Arrow _ . _
Disa earin tream-------------------------- - pP 9 ~
S rin p 9
Falls Ra ids P NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
5 5
M rth r lin In 0 o a o a, c. 4 e e 4 FIVE~MILE BRANCH
W N~ 801 Cor orate Center Drive9 Suite 300 P ~a Z 3 2 IREDELL COUNTY, NORTH CAROLINA
a- Ralei h NC 27607-5073 N 99 D( e ~ o - o o_ Telo 919/854 1282 Faxo 919/854-5448 I DGL 12/04/09 DRAFT RESTORATION PLAN
0 4 DESIGN ENGINEER B sr DATE DESCRIPTION OF REVISION LEGEND SHEET N0.2

~ ~ •
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SOUL B sHau BOULDERS IN THE VANE EXISTING GROUND SHOULD NOT BE GAPPED
OR H L INTQ OR HAVE SPACES.TIE KEY VANE INTO BANK L INTO BANKFULL STAGE. 5~ MINIMUM .y
~ BOULDERS IN THE VANE ti I 9 ~ t~~ y SHOULD NOT BE GAPPED OR ~ f y~~ FOOTER BOULDERS
HAVE 5PACES.TIE INTO ~ ~ BANKFULL STAGE ti ~ s 2~+ y STREAMBED S~pQ~ i ~
FOOTER BOULDERS ~ W s B 3 ~ I' FOOTER BOULDERS
J Q ~ BACKFILL WITH EXISTING 3 THE TOP OF THE NEXT oANE CHANNEL MATERIAL OR " VA BACKFILL WITH / PLACED IN EXCAVATED EXISTING CHANNEL - GEOTEXTILE TRENCH
~ SHOULD BE PLACED 100 OFF THE WITH STONE MATERIAL AS 3 BASE OF THE ABOVE STRUCTURE DIRECTED BY DESIGNER ON P? ~ VANE SPACING APPROXIMATELY MATERIAL OR WITH FABRIC 3 x VANE LENGTH STONE MATERIAL
SITE 2af ad THE .3 VANE SPACING APPROXIMATELY SHC 3 x VANE LENGTH BAS d`-a~ THE TOP OF THE NEXT ~ANE DESIGNERTON SITE SECTION A-A SHOULD BE PLACED 100 OFF THE VANE BOULDER BASE OF THE ABOVE STRUCTURE AT PROPOSED
BACKFILL WITH EXISTING - KEY CHANNEL MATERIAL OR WITH CUTI - KEY VANE INTO BANK WITH BOULDER STREAMBED ELEVATION CUTOFF SILL - 5' MIN. IF VANE IS FLOW ~ STREAMBED
STONE MATERIAL AS DIRECTED KEYI BY DESIGNER ON SITE ~ BENI WID' KEYED IN TO CONSTRUCTED BANFULL BENCH, KEY VANE IN ACROSS ENTIRE SCOU WIDTH OF THE BANKFULL BENCH.
GEOTEXTILE 1/3 FABRIC BANKFULL P? BACKFILL WITH ~ ~ ~ ~ Q? EXISTING CHANNEL -
WIDTH P? KEY VANE INTO BANK WITH BOULDER GEOTEXTILE 1/3 BAI BANKF LL CUTOFF SILL - 5' MIN. IF VANE IS FABRIC 1/3 BANKFULL WIDTH MATERIAL OR WITH STONE MATERIAL DEEPEST PART OF SCOUR POOL - DEEPEST PART OF SCOUR POOL AS DIRECTED BY TO BE IN LINE WITH WHERE
U KEYED IN TO CONSTRUCTED BANFULL DEEPEST WIDTH BENCH KEY VANE IN ACR05S ENTIRE BANKFULL TO BE IN WIDTH~OF THE BANKFULL BENCH. WIDTH ARMS TIE TD BE IN LINE WITH WHERE VANE DESIGNER ON SITE VANE ARMS TIE INTO BANKFULL. ARMS TIE INTO BANKFULL. DD NOT FOOTER DO NOT EXCAVATE SCOUR POOL
EXCAVATE PLAN VIEW cLOSE To EXCAVATE SCOUR POOL T00 GEOTEXTILE BOULDERS T00 CLOSE TO FOOTER BOULDERS. CLOSE TO FOOTER BOULDERS FABRIC
EXISTING GROUND PLAN VIEW N VIEW SECTION B-B
KEY VANE INTO BANK WITH BOULDER CUTOFF SILL 5 MINIMUM CROSS VANE IE VANE BEYOND
.'I~ Q~ TOTAL DEPTH OF STEP FROM PROFILE VANE BOULDER AT
~~,0 PROPOSED STREAMBED EL. SEE STREAM PROFILE
STREAMBED FOOTER BOULDERS PLACED FLOW
IN EXCAVATED TRENCH ~ CROSSOVER POINT AT RIFFLE E TI N A-A 'DINT _E
CROSS VANES TO BE PLACED UPSTREAM OF CRO STREAMBED BETWEEN GLIDE AND RIFFLE SUCH THAT THE S; EAM OF CROSSOVER POINT THAT THE STREAMBED
FLOW ~ GLIDES OUT OF THE SCOUR POOL CREATED B VANE SUCH THAT IT WILL TIE IN CORRECTLY 1 SCOUR OF RIFFLE AT THE CROSSOVER POINT. CREATED BY THE CROSS CORRECTLY WITH THE HEAD NT. BACKFILL
VANE BOULDER AT PROPOSED WITH STONE
STREAMBED ELEVATION TYPI AL R VANE L ATI N - DEEPEST PART OF SCOUR POOL CATION -PLAN VIEW FILTER FABRIC 2' MIN.
FOOTER BOULDERS TO BE IN LINE WITH WHERE VANE ARMS TIE INTO BANKFULL. ry DO NOT EXCAVATE SCOUR POOL 9~y STEP BOULDERS T~, 9~
T00 CLOSE TO FOOTER BOULDERS. VANE ARM ON INSIDE OF BEND IS SHORTER AND STEEPER s~ ~~c FOOTER BOULDERS s~ z DEEPEST PART OF SCOUR POOL
2 SECTION B-B TO ALIGN WITH VANE ARMS. TIE INTO BANKFULL. SEE PROFILE
FOR POOL LOCATIONS.
PROPOSED STREAMBED ELEVATION SECTION B-B (FOR CROSS VANE AT STEP)
EXISTING GROUND
R VANE N TR TI N IN PLAN VIEW ION IN MEANDER- NOTE: MINIMUM BOULDER SIZE FOR IN-STREAM STRUCTURES TO BE AS FOLLOWS: EW BEAVER GREEK = 2.2 CUBIC YARDS
FOOTER FIFTH CREEK = 2.2 CUBIC YARDS UT @ SWANN ROAD = 2.2 CUBIC YARDS UT @ SMILEY = 2.2 CUBIC YARDS
BOULDER SET TOP OF BOULDERS AT 30-40~ OF BANKFULL PROPOSED STREAMBED ELEVATION ,T UT @ CHIMNEY LANE = 0.9 CUBIC YARDS EVATION ALL BOULDERS SHALL BE ANGULAR, FLAT WITH
DEPTH BELOW STREAMBED DNE AXIS 3 TIMES AS LONG AS THE OTHERS TO RESIST ROLLING. BOULDER SHALL BE CLEAN
R E TI N VIEW NOTE: MINIMUM BOULDER SIZE FOR IN-STREAM f EXISTING AND FREE OF SEDIMENT j GROUND
STRUCTURES TO BE AS FOLLOWS: ~ BEAVER CREEK = 2.2 CUBIC YARDS FIFTH CREEK = 2.2 CUBIC YARDS
UT @ SWANN ROAD = 2.2 CUBIC YARDS ~ UT @ SMILEY = 2.2 CUBIC YARDS FOOTER FOOTER BOULDER
UT @ CHIMNEY LANE = 0.9 CUBIC YARDS BOULDEF ALL BOULDERS SHALL BE ANGULAR, FLAT WITH ONE AXIS 3 TIMES AS LONG AS THE OTHERS 30.400 OF BANKFULL
TO RESIST ROLLING. BOULDER SHALL BE CLEAN DEPTH BELOW STREAMBED AND FREE OF SEDIMENT
BOULDER VANE WITH GEOTEXTILE FABRIC R E TI N VIEW NTS N VIEW
B LDER JLDER CROSS VANE WITH GEOTEXTILE FABRIC NTS
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
5 5
M rth r lin In 0 o a o a, c. 4 0 0 4 FIVE~MILE BRANCH
W N~ 801 Cor orate Center Drive, Suite 300 P ~a Z 3 2 IREDELL COUNTY, NORTH CAROLINA
a- Ralei h NC 27607-5073 N 99 D( ~ ~ o - o o_ Te1.919/8541282 Fax. [phone] I DGL 12/04/09 DRAFT RESTORATION PLAN
0 4 DESIGN ENGINEER B BY DATE DESCRIPTION OF REVISION DETAILS SHEET NO. DI

~ ~ •
ranc
ROOTWADS SHALL BE ORIENTED 20°- 40° PR P ED UPSTREAM TOWARDS THE STREAM FLOW 0 OS IN THE PROPOSED CHANNEL TO REDUCE PUMP INTAKE IMMEDIATELY I ~
STREAM CHANNEL PUMP INTAb IMPACT5 TO NATIVE VEGETATION AND ACTUAL NUMBER AND PLACEMENT OF UPSTREAM 01 BANK STABILITY. ROOTWADS AT EACH LOCATION TO BE UPSTREAM OF DIKE I NOTES: I 1. DIKE IS NOT DESIGNED TO HOLD
r DETERMINED BY THE DESIGNER ON ~<w SITE. F~ MINIMUM $ THICK STORM FLDW. MAY REQUIRE SDME iM 8" THICK 2" TO 3" I MAINTENANCE FOLLOWING ANY ~ STONE OVER IMPERVIOUS I A SIGNIFICANT STORM EVENT.
P WASHED STONE OVE SHEETING AND CL. NG AND CL. B RIP RAP 2. BASE FLOW TO BE PUMPED EACH DAY FROM UPSTREAM SIDE OF DIKE
a-aa° IF ROOTWADS CANNOT BE DRIVEN, EXCAVATE TRENCH AT LEAST 1 FOOT BELOW THE ELEVATION OF THE OLD STREAM BED FOR ROOTWADS. BACKFILL OVER, AROUND, AND BELOW I AND DISCHARGED DOWNSTREAM OF 2' MIN. 0 0 0 o WORK AREA FOR THAT DAY. 3. IF WORK AREA DOWNSTREAM OF
BOTTOM FOOTER LOGS, ROOT WAD LOGS, AND ANCHOR LOGS. ~ PACK BOULDERS AND LOGS IN BETWEEN ALL WADS TO FIRMLY o DIKE CANNOT BE ADEQUATELY ° DEWATERED THROUGH THE USE OF
SECURE ALL CONNECTION5 AND GAPS. ROOTWADS SHOULD OVERLAP. PLACE NATIVE BOULDERS BETWEEN ROOTWADS. o A SINGLE PUMP, ADDITIONAL PUMPING WITHIN THE WORK AREA 0 0 ° MAY BE REQUIRED. ALL FLOW
j B I o PUMPED FROM WITHIN THE WORK AREA TO BE DISCHARGED INTO A I DEWATERING BAG OR DEWATERING
FOOTER LOG (12 DIA. MINIMUM TOP OF BA BASIN PRIOR TO BEING DISCHARGED TOP OF BANK B INTO THE STREAM DOWNSTREAM OF
ENDS OF ROOTWADS SHALL BE SHARPENED WITH A CHAINSAW THE WORK AREA. I 4. MAXIMUM HEIGHT OF DIKE ABOVE I BASE FLOW TO BE MINIMIZED. DIKE
TO FACILITATE DRIVING P /q HEIGHT TD BE ONLY AS REQUIRED I TO PROVIDE ENOUGH BACKWATER
ANCHOR BOULDER EXCAVATE STREAM BANK AT 2:1 SLOPE, OR NATIVE BOULDER CUT~~OFF LOGS AS SPECIFIED ON THE PLANS ABOVE BANKFULL ~ ) (12 DIA. MINIMUM) ELEVATION. SEED AND INSTALL MATTING AS I FOR ADEAUATE SUCTION AT PUMP INTAKE. 5. PROVIDE A MINIMUM OF 1200 FT.
SPECIFIED IMMEDIATELY AFTER GRADING. ROOTWAD LOGS I OF DISCHARGE PIPE OR HOSE.
12" DIA. MINIMUM EROSION- ( ) CONTROL OPTIONAL BANKFULL BENCH. SEE STREAM MATTING RESTORATION PLAN TO CONFIRM LOCATION. I I
PLANIVIEW
EROSION CONTROL MATTING GUT-OFF LOG
BANKFULL ELEVATION MIN. HEIGHT REQUIRED ABOVE BASE FLOW
- PUMP I~ ANCHOR BOULDERS TO REST ON UPSTREI .II r~ = TOP OF ROOTWAD AND BEHIND PUMP INTAKE IMMEDIATELY SEE NOTE 4 IMPERVIOUS RUBBERIZED UPSTREAM OF DIKE OR PLASTIC SHEETING
INVERT AND ON TOP OF CUT-OFF LOG ELEVATION ~ BASE MINIMUM THICK 2" TO 3'~ BASE FLOU?y_ ` WASHED STONE
-i 1I-
AN H R B LDER T BE PLA ED N co ou 5 a c o B TT M F F TER L T BE THE DOWNSTREAM END OF EACH FOOTER 0 0 0 00 OG 0 L THAT IT I LEANIN A AIN T ~ ~
IN5TALLED AT SAME ELEVATION OG SO S G G S AS STREAM INVERT - - THE LOG ON THE SIDE AWAY FROM THE CHANNEL EXISTING ;ISTI NG
FOOTER LOG STREAMBED 'REAMBED CL. B RIP RAP i
ONLY CLEAN, SEDIMENT FREE BOULDER5 SHALL BE USED FOR GEOTEXTILE FABRIC KEY SHEETING INTO STREAMBED AND BACKFILL
CONSTRUCTION
SECTION A-A INSTALL 1' HIGH BY LONG
NTS OVERFLOW WEIR TO PREVENT BANK EROSION AND TO DIRECT
OVERFLOW TO REMAIN IN MIDDLE OF STREAM
10' MAX. SPACING EXISTING GROUND C MIN. HEIGHT REQUIRED
STEEL OR WOOD POST 0 0 0 0 0 0 0 ABOVE BASE FLOW-SEE 0 0 0 0~0o NOTE 4
TOP AND BOTTOM STRANDS 10 GAUGE MIN. GEOTEXTILE FABRIC
SECTION B-B
EXISTING GROUND IMPERVIOUS DIKE FOR STREAM DIVERSION
MIDDLE AND VERTICAL FABRIC AS MANUFACTURED BY STRANDS 12/z GAUGE MIN. TENEX, OR APPROVED EQUIVALENT NTS
NOTE:
INSTALL FENCING AS SHOWN ON PLANS AND MAINTAIN UNTIL COMPLETION OF CONSTRUCTION OR AS DIRECTED BY
DESIGNER
TREE PROTECTION CONSTRUCTION LIMITS FENCING
NTS
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
5 5
M rth r lin In 0 o a o a, c. 4 0 0 4 FIVE~MILE BRANCH
W N~ 801 Cor orate Center Drive, Suite 300 P ~a Z 3 2 IREDELL COUNTY, NORTH CAROLINA
a- Ralei h NC 27607-5073 N 99 D( ~ ~ o - o o_ Te1.919/8541282 Fax. [phone] I DGL 12/04/09 DRAFT RESTORATION PLAN
0 4 DESIGN ENGINEER B BY DATE DESCRIPTION OF REVISION DETAILS SHEET NO. D2

BURY END OF LOG VANE INTO HEADER ROCK, TYP. SEE PROFILE FOR
UPSTREAM BOULDER 5ILL CHANNEL BED, ° CONSTRUCTED MIN. 3 ELEVATION 1/3 FLOW FILTER FABRIC, TYP SET HEADER ROCK BACK
PLACE BOULDERS RIFFLE 1/3 1/3 1/3 IN THE ACTIVE BED BANKFULL BANKFULL BANKFULL ° OF THE STREAM. WIDTH WIDTH WIDTH BANKFULL L A MINIMUM OF 1/3 WIDTH WIDTH ~ OF FOOTER ROCK
0 RIFFLE FILL MATERIAL A
c o ANCHOR LOG BY o DOWNSTREAM PINNING WITH BACKFILL, TYP. - BED J #57 STONE, TYP. -
B HEADER ROCK ~ BOULDER SILL ~ , ~ ~ 20 TI 20° TO ~ EXCAVATED POOL 30° z NAIL FILTER FABRIC 'I FOOTER ROCK, TYP.
3 ~ 30~ ~ CROSSOVER POINT Z AT RIFFLE m TO BACK OF LOG VANE ~1 a ' 2 MIN.
o ° ° CONSTRUCTED RIFFLE TO BE PLACED AT THE CROSSOVER 0° SEE PROJECT SPECIAL PROVISIONS 2' MIN. ROCKS SHOULD NOT BE
A o A POINT BETWEEN THE HEAD OF RIFFLE AND HEAD OF RUN 0 i ~ #57 STONE LOG VANE, TYP. GAPPED OR HAVE ANY SIGNIFICANT SPACES EXCAVATED TRENCH
i TYPICAL CONSTRUCTED RIFFLE LOCATION I ~ FILTER FABRIC FOR LOG VANE CONSTRUCTION SECTION A-A
° PLAN VIEW ' La FLaw POOL I I VANE ~ LO ° VANE
0 o HEAD OF ~ c AT DIRECTION OF THE DESIGNER, RIFFLE FILL MATERIAL HEADER SCATTER EXISTING CHANNEL RIFFLE ~ , ROCK ~ BANKFULL TIE VANE ARM INTO 1/2 HEADER BANKFULL ELEVATION ROCK
IATERIAL AROUND BOULDERS BANKFULL TD CREATE ROUGHNESS. FOOTER WIDTH LOW FLOW ROCK FOOTER ~ HEADER ROCKS, TYP.
STREAMBED WATER SURFACE POOL EXCAVATED PER A ROCK A ...L,,, FLOW ~s SLOPE _ 4~ TO 20
PLAN VIEW POOL DIRECTION OF ENGINEER KEY IN VAN MINIMUM OF KEY IN VANE TO BANK ' " MINIMUM OF 5' AT AN
PLACE RIFFLE FILL IATERIAL HEAD OF RUN ELEVATION WITH 0-12" PROTRUDING ABOVE HEADER GEOTEXTILE BOULDERS BANKFULL C LOW FLOW WATER SURFACE FABRIC LOWER ELEVATION EQUAL TO BED o BANKFULL OR SLIGHTLY BACKFILL, TYP. FOOTER ROCKS, TYP. pINNINGLWITHY
T P F BANK FOOTER LOW FLOW WATER 0 0 / BACKFILL WITH BOULDERS LOWER HEADER ROCK
SURFACE BANKFULL EXISTING CHANNEL MATERIAL OR WITH STONE MATERIAL - PLAN VIEW #57 STONE. TYP. FILTER FABRIC, TYP.
SECTION B B AS DIRECTED BY DESIGNER ON SITE EW SECTION B-B
SET HEADER BOULDERS AT STREAMBED INVERT NOTES: 1. DEEPEST PART OF POOL TO BE IN LINE WHERE VANE
SET FOOTER BOULDERS STREAMBED 30-40~s OF BANKFULL ARM TIES INTO BANKFULL. 2. DO NOT EXCAVATE POOL TOD CLOSE TD FOOTER BOULDERS.
DEPTH BELOW STREAMBED SECTION A-A 3. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS BETWEEN HEADERS AND FOOTERS.
CONSTRUCTED RIFFLE LOG VANE DETAI L 4. COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE DIRECTION OF THE ENGINEER. NTS 5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH.
NTS
EXISTING GROUND EXISTING GROUND
BANKFULL BENCH ~ BANKFULL BENCH
PROPOSED BANKFULL ELEVATION 2~ ~ 2'
VEGETATION MAT EROSION CONTROL MATTING
TYPICAL RIFFLE TYPICAL RIFFLE EROSION CONTROL MATTING PROPERTIES
EXISTING GROUND EXISTING GROUND 2, BANKFULL BENCH BANKFULL BENCH 1. BLANKET, BROWN IN COLOR, CONSISTING OF 100% COCONUT FIBER ENCLOSED IN 100% BIO-DEGRADABLE NETTING AND
. r , r PROPOSED BANKFULL ELEVATION 2 2 THREAD. 2. COVERED ON THE TOP AND BOTTOM WITH 100% JUTE FIBER
VEGETATION MAT EROSION CONTROL MATTING SCRIM CLOTH AND BIO-DEGRADABLE FIBER NETTING WITH
LEND WEAVE CONSTRUCTION WOVEN INTO AN APPROXIMATE 0.75 INCH BY 0.75 INCH MESH.
TYPICAL POOL TYPICAL POOL 3. SEWN TOGETHER WITH BIODEGRADABLE 100% COTTON THREAD
NOTES: NOTES: ON 2 INCH CENTERS. 4. THE WEIGHT SHALL BE 0.70 LBS/SQUARE YARD.
1. SHAPE CHANNEL AS DESIGNED. 1. EROSION CONTROL MATTING TO BE PLACED ON CONSTRUCTED BANKFULL 2. EXCAVATE AREAS WHERE VEGETATION MATS ARE TO BE INSTALLED. 6ENCHES AND SLOPES. 3 VEGETATION MATS ARE TO BE HARVESTED FROM EXISTING DRAINAGE 2. MATTING TO BE PROPERLY INSTALLED, KEYED IN, AND SECURED PER 5. MAXIMUM ALLOWABLE SHEER STRESS IS 3.13 LB/S.F.
DITCHES, AND INSTALLED IMMEDIATELY AFTER HARVESTING. MANUFACTURERS RECOMMENDATIONS. 4. INSTALL VEGETATION MATS TO DESIGNED ELEVATIONS. 3. TEMPORARY AND PERMANENT SEED MIXTURES, LIME, AND FERTILIZER TO
5. THOROUGHLY WATER VEGETATION MATS. BE SPREAD PER THE PROJECT SPECIFICATIONS ON CONSTRUCTED BANKFULL BENCHES AND SLOPES IMMEDIATELY PRIOR TO THE PLACEMENT OF EROSION
TYPICAL VEGETATION MAT PLACEMENT CONTROL MATTING. NTS
TYPICAL EROSION CONTROL MATTING PLACEMENT NTS
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
5 5
M rth r lin In 0 o a o a, c. 4 0 0 4 FIVE~MILE BRANCH
W N~ 801 Cor orate Center Drive, Suite 300 P ~a Z 3 2 IREDELL COUNTY, NORTH CAROLINA
a- Ralei h NC 27607-5073 N 99 D( ~ ~ o - o o_ Te1.919/8541282 Fax. [phone] I DGL 12/04/09 DRAFT RESTORATION PLAN
0 4 DESIGN ENGINEER B Br DATE DESCRIPTION of REVISION DETAILS SHEET N0. D3

~ ~ ~
ranc
8' MAX. SPACING WITH WIRE
6 MAX. SPACING WITHOUT WIRE STEEL POST 50' MINIMUM
t7 0 0 0 0 0 0 0 0 0
TOP AND BOTTOM STRANDS ~ a TO STAGI~ 10 GAUGE MIN. ~ c 2" TO 3" CONSTRUCT o a u o WASHED STONE o 0 TO STAGING AREA AND CONSTRUCTION SITE
a o°c a
25' N MIDDLE AND VERTICAL GEOTEXTILE 25' MINIMUM
STRANDS 12 GAUGE MIN. FABRIC
POST SPACING
PLAN VIEW NOTES: 1. WIRE SHALL BE MINIMUM GEOTEXTILE
OF 32 WIDE AND SHALL FABRIC 2" TO 3" HAVE A MINIMUM OF 6 ADJOINING WASHED STONE
STRANDS WITH 12 5TAY TAMPED BACKFILL ROADWAY SPACING. ~ EXISTING GROUND 2. GEOTEXTILE FABRIC SHALL PE " 0 0 0 0 0 0 0 0 0 6 MINIMUM 3" MINIMUM
BE MINIMUM OF 36 WIDE AND SHALL BE FASTENED 8'
ADEQUATELY TO THE WIRE AS DIRECTED BY DESIGNER. „ 2'-0" DEEP-STEEL POST 4 GEOTEXTILE FABRIC 3. STEEL POSTS SHALL BE 5 ~I
HIGH AND BE OF THE SELF- FASTENER ANGLE 5TEEL PR FILE VIEW V
TYPE. EXTENSION OF FABRIC AND WIRE INTO TRENCH NOTES: , 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP FENCE UP TO DIVERT
ALL EQUIPMENT TRAFFIC IN ORDER TO ENSURE COI TEMPORARY SILT FENCE ENTRANCE IS USED. ENSURE CONSTRUCTION
NTS 2. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARI IS TO BE PROVIDED. 3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOI NODATE LARGE TRUCKS PROVIDE FOR MAXIMUM
UTILIZATION BY ALL CONSTRUCTION VEHICLES. 4. ENTRANCE(S) MUST BE MAINTAINED IN A CONDITII EHICLES. A CONDITION WHICH
WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ADJOINING ROADWAY. PERIODIC TOP DRESSING WI' WILL BE NECESSARY. ANY MATERIAL WHICH STILL LOW OF MUD ONTO RESSING WITH STONE RICH STILL MAKES IT
ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIA' MUD CONTINUES TO BE TRACKED ONTO THE ADJOIN: UP IMMEDIATELY. IF THE ADJOINING
ROADWAY, THE GOVERNING AUTHORITY WILL CLEAN AREA AND INVOICE THE FINANCIALLY RESPONSIBLI WILL CLEAN THE RESPONSIBLE PERSON PONSIBILITY FORM.
8" OF CRUSHER RUN/ABC AS INDICATED ON THE FINANCIAL RESPONSIBILIT' 5. PLACE CONSTRUCTION ENTRANCE AT ALL POINTS OI AND EGRESS UNTIL THE SITE IS STABILIZED. FRI L POINTS OF INGRESS ILIZED. FREQUENT
CHECKS OF THE DEVICE AND TIMELY MAINTENANCE 2, PROVIDED. 2 r AINTENANCE MUST BE
GRAVEL CONSTRUCTION ENTRANT ENTRANCE
EXISTING GEOTEXTILE FABRIC NTS GROUND ,
SEE NOTE 12 TYPICAL (VARIES), SEE PLAN
CROSS-SECTION VIEW
NOTE: CHANNEL MAXIMUM BANKFU BANKFULL SHEER STRESS BY REACH
1. UNDERCUT AND REPAIR/COINPACT ANY AREAS WHERE EXISTING GRADE REACH SHEER STRESS {LB/S.F.)
IS SOFT ENOUGH TO PUMP UNDER EXPECTED DUMP TRUCK LOADING.
2. USE ONLY IN LOCATION AS BEAVER CREEK DIRECTED BY ENGINEER. FIFTH CREEK-U/S BEAVER CREE 4.198 ER CREEK 0.4fi1
FIFTH CREEK-BEAVER CREEK TC CONSTRUCTION ACCESS ROAD REEK TO Q.242
SWANN ROAD FIFTH CREEK-D/S SWANN ROAD NTS N ROAD 0.285
UT AT SWANN ROAD 0.139
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
5 5
M rth r lin In 0 o aoa,c. 4 0 0 4 FIVE~MILE BR~INCH
W 3 N~ 801 Cor orate Center Drlve Sulte 300 p 9 z 3 2 IREDELL COUNTY, NORTH CAROLINA
a - Ralei h, NC 27607-5073 9 ~ a ~ ~ o - o o_ Te1.919/8541282 Fax. [phone] I DGL 12/04/09 DRAFT RESTORATION PLAN
04 DESIGN ENGINEER B BY DATE DESCRIPTION OF REVISION DETAILS SHEET NO. D4

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BANK GRADING AREAS
Deve/opment which will Coke p/oce wlthln the llmlts of tl~e NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
l00 year f/oodp/aIn Zone A where base f/ood e/evatlons AR CAD 1 S hove not been dete~mined Is designed In occordonce with ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. l23 Uniform 5
F/oodp/o/n Monogement Po//cy. G & M of North Carolina, Inc. 5 WWW.ARCADIS-US.COM 4 FIVE~MILE BRANCH
20' 0 40~ NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive. Suite 300 Z 3 2 IREDELL COUNTY, NORTH CAROLINA
COURTESY OF /REDELL COUNTY Raleigh, NC 27607-5073 , o SCALE G/S/MAPP/NG DEPARTMENT WEBS/TE. Tel: [phone] Fax: [phone] I DGL 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B Br DATE DESCRIPTION OF REVISION PLAN SHEET N0. 5

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735 ~73~ '~v'.?v'.. 13y _ _ EXIS~R/W Q~~
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WLB . ~ W~ B
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~ ~ ~ ~ ~ > - Q. _ ~ ~
m ~ 'sf ~ ~ ~ ~ M
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- - - - - PROPOSED CUT LINE Say sq` 5~~ WEB PROPOSED WETLAND -SSL ~s~ ~r
09L uQ',
SSL / ~ o
BANK GRADING AREAS
Deve/opment which will Coke p/oce wlthln the llmlts of tl~e NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
l00 year f/oodp/aIn Zone A where base f/ood e/evatlons AR CAD 1 S hove not been dete~mined Is designed In occordonce with ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. l23 Uniform 5
F/oodp/o/n Monogement Po//cy. G & M of North Carolina, Inc. 5 WWW.ARCADIS-US.COM 4 FIVE~MILE BRANCH
20' 0 40~ NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive. Suite 300 Z 3 2 IREDELL COUNTY, NORTH CAROLINA
COURTESY OF /REDELL COUNTY Raleigh, NC 27607-5073 , o SCALE G/S/MAPP/NG DEPARTMENT WEBS/TE. Tel: [phone] Fax: [phone] I DGL 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B Br DATE DESCRIPTION OF REVISION PLAN SHEET N0. 6

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l00 year f/oodp/aIn Zone A where base f/ood e/evatlons AR CAD 1 S hove not been dete~mined Is designed In occordonce with ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. l23 Uniform 5
F/oodp/a/n Management Po//cy. G & M of North Carolina, Inc. 5 WWW.ARCADIS-US.COM 4 FIVE~MILE BRANCH
20' 0 40~ NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive. Suite 300 Z 3 2 IREDELL COUNTY, NORTH CAROLINA
COURTESY OF /REDELL COUNTY Raleigh, NC 27607-5073 , o SCALE G/S/MAPP/NG DEPARTMENT WEBS/TE. Tel: [phone] Fax: [phone] I DGL 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B Br DATE DESCR1PT1pN OF REV1510N PLAN SHEET N0. 7

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l00 year f/oodp/aIn Zone A where base f/ood e/evatlons AR CAD 1 S hove not been dete~mined Is designed In occordonce with ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. l23 Uniform 5
F/oodp/a/n Management Po//cy. G & M of North Carolina, Inc. 5 WWW.ARCADIS-US.COM 4 FIVE~MILE BRANCH
20' 0 40~ NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive. Suite 300 Z 3 2 IREDELL COUNTY, NORTH CAROLINA
COURTESY OF /REDELL COUNTY Raleigh, NC 27607-5073 , o SCALE G/S/MAPP/NG DEPARTMENT WEBS/TE. Tel: [phone] Fax: [phone] I DGL 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B Br DATE DESCR1PT1pN OF REV1510N PLAN SHEET N0.8

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l00 year f/oodp/aIn Zone A where base f/ood e/evatlons AR CAD 1 S hove not been dete~mined Is designed In occordonce with ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. /23 Uniform 5
F/oodp/a/n Management Po//cy. G & M of North Carolina, Inc. 5 WWW.ARCADIS-US.COM 4 FIVE~MILE BRANCH
20' 0 40~ NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive. Suite 300 Z 3 2 IREDELL COUNTY, NORTH CAROLINA
COURTESY OF /REDELL COUNTY Raleigh, NC 27607-5073 , o SCALE G/S/MAPP/NG DEPARTMENT WEBS/TE. Tel: [phone] Fax: [phone] I DGL 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B Br DATE DESCR1PT1pN OF REV1510N PLAN SHEET N0.9

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l00 year f/oodp/aIn Zone A where base f/ood e/evatlons AR CAD 1 S hove not been dete~mined is designed In occordonce with ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. /23 Uniform 5
F/oodp/o/n Monogement Po//cy. G & M of North Carolina, Inc. 5 WWW.ARCADIS-US.COM 4 FIVE~MILE BRANCH
20' 0 40~ NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive. Suite 300 Z 3 2 IREDELL COUNTY, NORTH CAROLINA
COURTESY OF /REDELL COUNTY Raleigh, NC 27607-5073 , o SCALE G/S/MAPP/NG DEPARTMENT WEBS/TE. Tel: [phone] Fax: [phone] I DGL 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B Br DATE DESCRIPTION OF REVISION PLAN SHEET N0. 10

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l00 year f/oodp/aIn Zone A where base f/ood e/evatlons AR CAD 1 S hove not been dete~mined Is designed In occordonce with ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. /23 Uniform 5
F/oodp/a/n Management Po//cy. G & M of North Carolina, Inc. 5 WWW.ARCADIS-US.COM 4 FIVE~MILE BRANCH
20' 0 40~ NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive. Suite 300 Z 3 2 IREDELL COUNTY, NORTH CAROLINA
COURTESY OF /REDELL COUNTY Raleigh, NC 27607-5073 , o SCALE G/S/MAPP/NG DEPARTMENT WEBS/TE. Tel: [phone] Fax: [phone] I DGL 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B Br DATE DESCR1PT1pN OF REV1510N PLAN SHEET N0. II

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l00 year f/oodp/aIn Zone A where base f/ood e/evatlons AR CAD 1 S hove not been dete~mined Is designed In occordonce with ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. l23 Uniform 5
F/oodp/a/n Management Po//cy. G & M of North Carolina, Inc. 5 WWW.ARCADIS-US.COM 4 FIVE~MILE BRANCH
20' 0 40~ NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive. Suite 300 Z 3 2 IREDELL COUNTY, NORTH CAROLINA
COURTESY OF /REDELL COUNTY Raleigh, NC 27607-5073 , o SCALE G/S/MAPP/NG DEPARTMENT WEBS/TE. Tel: [phone] Fax: [phone] I DGL 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B Br DATE DESCR1PT1pN OF REV1510N PLAN SHEET N0. 12

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l00 year f/oodp/aIn Zone A where base f/ood e/evatlons AR CAD 1 S hove not been dete~mined Is designed In occordonce with ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. l23 Uniform 5
F/oodp/a/n Management Po//cy. G & M of North Carolina, Inc. 5 WWW.ARCADIS-US.COM 4 FIVE~MILE BRANCH
20' 0 40~ NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive. Suite 300 Z 3 2 IREDELL COUNTY, NORTH CAROLINA
COURTESY OF /REDELL COUNTY Raleigh, NC 27607-5073 , o SCALE G/S/MAPP/NG DEPARTMENT WEBS/TE. Tel: [phone] Fax: [phone] I DGL 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B Br DATE DESCR1PT1pN OF REV1510N PLAN SHEET N0. 13

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/00 year floodplain Zone A where base flood elevations
have not been determined is designed in accordance with ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No.123 - Uniform 5
Floodpl(:71"n Management Policy. G & M of North Carolina, Inc. 4
20' 0 40' WWMARCADIS-US.COM 3 FIVE -MILE BRANCH
NOTE. -PROPERTY BOUNDARIES OBTAINED 80ICorporate Center Drive, Suite 300 2 IREDELL COUNTY, NORTH CAROLINA
COURTESY OF IREDELL COUNTY Raleigh, NC 27607-5073
SCALE GISIMAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] DGL 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 14

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l00 year f/oodp/aIn Zone A where base f/ood e/evatlons AR CAD 1 S hove not been dete~mined Is designed In occordonce with ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. l23 Uniform 5
F/oodp/a/n Management Po//cy. G & M of North Carolina, Inc. 5 WWW.ARCADIS-US.COM 4 FIVE~MILE BRANCH
20' 0 40~ NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive. Suite 300 Z 3 2 IREDELL COUNTY, NORTH CAROLINA
COURTESY OF /REDELL COUNTY Raleigh, NC 27607-5073 , o SCALE G/S/MAPP/NG DEPARTMENT WEBS/TE. Tel: [phone] Fax: [phone] I DGL 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B Br DATE DESCR1PT1pN OF REV1510N PLAN SHEET N0. 15

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= - ' - SEE SHEET 4 FOR PLAN VIEW ;
1 1 1$ 19 20
1' , 0 0 20 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
HORIZON. SCALE ~ f rth r lin In 5 N 0 o a o a, c. 5
1 0 2 - 4 e e 4 FIVE-MILE BRANCH
801 Corporate Center Drive9 Suite 300 3 VERTICAL SCALE 3 2 IREDELL COUNTY, NORTH CAROLINA
Ralei h NC 2760-5073 z 99 ~ ``I I TA. JQ Telo 919/854-182 Faxo 919/85q-5gg8 I TAA 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B11 BY DATE DESCRIPTION OF REVISION BEAVER CREEK PROFILE SHEET N0. 16

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I I - ~ ~ SEE SHEETS 4, 5 & 6 FOR PLAN VIEW .e. ~ I I_
8 9 0 1 3
1' , 0 0 20 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
HORIZON. SCALE ~ f rth r lin In 5 N 0 o a o a, c. 5
1 0 2 - 4 e e 4 FIVE-MILE BRANCH
801 Corporate Center Drive9 Suite 300 3 VERTICAL SCALE 3 2 IREDELL COUNTY, NORTH CAROLINA
Ralei h NC 2760-5073 z 99 ~ w I TA. JQ Telo 919/854-182 Faxo 919/85q-5gg8 I TAA 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B11 BY DATE DESCRIPTION OF REVISION BEAVER CREEK PROFILE SHEET N0. 17

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~ ~ ~ _ ' ' e ~ ~ I TS 6 & 7 FOR PLAN VIEW I I ~ _I I I i I I
4 4
1' , 0 0 20 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
HORIZON. SCALE ~ f rth r lin In 5 N 0 o a o a, c. 5
1 0 2 - 4 e e 4 FIVE-MILE BRANCH
801 Corporate Center Drive9 Suite 300 3 VERTICAL SCALE 3 2 IREDELL COUNTY, NORTH CAROLINA
Ralei h NC 2760-5073 z 99 ~ ``I I TA. JQ Telo 919/854-182 Faxo 919/85q-5gg8 I TAA 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B11 BY DATE DESCRIPTION OF REVISION BEAVER CREEK PROFILE SHEET N0. 18

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I I ~ ~ ! e ~ SEE SHEETS 7 & 8 FOR PLAN VIEW - .e, I .e, I I- I 1 i~ .e, I e
3 4 5 5
1' , 0 0 20 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
HORIZON. SCALE ~ f rth r lin In 5 N 0 o a o a, c. 5
1 0 2 - 4 e e 4 FIVE-MILE BRANCH
801 Corporate Center Drive9 Suite 300 3 VERTICAL SCALE 3 2 IREDELL COUNTY, NORTH CAROLINA
Ralei h NC 2760-5073 z 99 ~ w I TA. JQ Telo 919/854-182 Faxo 919/85q-5gg8 I TAA 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B11 BY DATE DESCRIPTION OF REVISION BEAVER CREEK PROFILE SHEET N0. 19

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I v . ~ ~ e, ~ ~ ~ ~ ~ :e: ~ ~ e: SEE SHEETS 8 & 10 FOR PLAN VIEW
5 6 b 6
1' , 0 0 20 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
HORIZON. SCALE ~ f rth r lin In 5 N 0 o a o a, c. 5
1 0 2 - 4 e e 4 FIVE-MILE BRANCH
801 Corporate Center Drive9 Suite 300 3 VERTICAL SCALE 3 2 IREDELL COUNTY, NORTH CAROLINA
Ralei h NC 2760-5073 z 99 ~ I TA. JQ Telo 919/854-182 Faxo 919/85q-5gg8 I TAA 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B11 BY DATE DESCRIPTION OF REVISION BEAVER CREEK PROFILE SHEET N0. 20

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I ~~el 00 0 .I, ,I. :I I - - SEE SHEET 10 FOR PLAN VIEW I ~ u ~ ~ v ~ ~ ~ ~ ~ ~ ~ of
6 6
1' , 0 0 20 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
HORIZON. SCALE ~ f rth r lin In 5 N 0 o a o a, c. 5
1 0 2 - 4 e e 4 FIVE-MILE BRANCH
801 Corporate Center Drive9 Suite 300 3 VERTICAL SCALE 3 2 IREDELL COUNTY, NORTH CAROLINA
Ralei h NC 2760-5073 z 99 ~ I TA. JQ Telo 919/854-182 Faxo 919/85q-5gg8 I TAA 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B11 BY DATE DESCRIPTION OF REVISION BEAVER CREEK PROFILE SHEET N0. 21

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I :I I I ~ I e ~ ~ ~ ~ SEE SHEETS 9 & 10 FOR PLAN VIEW i i e, ~ I I_ ~ ~ ~ ~ ~ e, I I I I I I I .e, I I e, I I_ I i i i i i .I i i I .I
1 1 18 1 0
1' , 0 0 20 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
HORIZON. SCALE ~ f rth r lin In 5 N 0 o a o a, c. 5
1 0 2 - 4 e e 4 FIVE-MILE BRANCH
801 Corporate Center Drive9 Suite 300 3 VERTICAL SCALE 3 2 IREDELL COUNTY, NORTH CAROLINA
Ralei h NC 2760-5073 z 99 ~ ``I I TA. JQ Telo 919/854-182 Faxo 919/85q-5gg8 I TAA 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B11 BY DATE DESCRIPTION OF REVISION FIFTH CREEK PROFILE SHEET N0. 22

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~ ~ ~ ~ e ~ = :SEE SHEETS 10 & II FOR PLAN VIEW i i e, ~ I I_ ~ i i ~ i i I
8 9 0 1 2 3
1' , 0 0 20 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
HORIZON. SCALE ~ f rth r lin In 5 N 0 o a o a, c. 5
1 0 2 - 4 e e 4 FIVE-MILE BRANCH
801 Corporate Center Drive9 Suite 300 3 VERTICAL SCALE 3 2 IREDELL COUNTY, NORTH CAROLINA
Ralei h NC 2760-5073 z 99 ~ I TA. JQ Telo 919/854-182 Faxo 919/85q-5gg8 I TAA 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B11 BY DATE DESCRIPTION OF REVISION FIFTH CREEK PROFILE SHEET N0. 23

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9 0 1 2 3 4
1' , 0 0 20 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
HORIZON. SCALE ~ f rth r lin In 5 N 0 o a o a, c. 5
1 0 2 - 4 e e 4 FIVE-MILE BRANCH
801 Corporate Center Drive9 Suite 300 3 VERTICAL SCALE 3 2 IREDELL COUNTY, NORTH CAROLINA
Ralei h NC 2760-5073 z 99 ~ w I TA. JQ Telo 919/854-182 Faxo 919/85q-5gg8 I TAA 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B11 BY DATE DESCRIPTION OF REVISION FIFTH CREEK PROFILE SHEET N0. 24

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1 2 3 4 ~4 5 b
1' , 0 0 20 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
HORIZON. SCALE ~ f rth r lin In 5 N 0 o a o a, c. 5
1 0 2 - 4 e e 4 FIVE-MILE BRANCH
801 Corporate Center Drive9 Suite 300 3 VERTICAL SCALE 3 2 IREDELL COUNTY, NORTH CAROLINA
Ralei h NC 2760-5073 z 99 ~ ``I I TA. JQ Telo 919/854-182 Faxo 919/85q-5gg8 I TAA 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B11 BY DATE DESCRIPTION OF REVISION FIFTH CREEK PROFILE SHEET N0. 25

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i i~ i i - i i i i- i i ~'i- I I ~ ~ ~ SEE SHEETS 14 &15 FOR PLAN VIEW ~Y .e. ~ I I_ i I e, I I e, ~ o .°"I I ,_I I ~ I I i~ I I I I I II II I I `i I i-ii"
4 5 b 7 8 9
1' , 0 0 20 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
HORIZON. SCALE ~ f rth r lin In 5 N 0 o a o a, c. 5
1 0 2 - 4 e e 4 FIVE-MILE BRANCH
801 Corporate Center Drive9 Suite 300 3 VERTICAL SCALE 3 2 IREDELL COUNTY, NORTH CAROLINA
Ralei h NC 2760-5073 z 99 ~ w I TA. JQ Telo 919/854-182 Faxo 919/85q-5gg8 I TAA 12/04/09 DRAFT RESTORATION PLAN
DESIGN ENGINEER B11 BY DATE DESCRIPTION OF REVISION FIFTH CREEK PROFILE SHEET N0. 27

~ ns
/r ~ F ~ ~J ~ ,ffi~
no ,~o »o ~ ,m ~
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APPROXIMATE LOCATION OF I-40 EBL p
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Stream Banks Flood~laln/Wetland Equal mixture of of lea Equal mixture of the three (3) shrubs and at least Equal mixture ofi of least three (3) shrubs and six aid three (3) grass at vt levst three c3~ forties TemDOrary Seed Mixture vss vt 30 Ibs/vcre
flour (4) trees at II fioot spacing 6) trees minimum two oaks) of II foot spacing Forbe Fall, winter, vnd spring temporvey seed mix cAugust 15 - Mvy 01)
Shrub Shrub Blue lobelia Lobeiv siphilit icv Cereal Rye Secale cereal 120 Ibs / acre
Tog alder A/nus se~~u/oto Pawpaw Asimino t~f/obo Swamp milkweek Asclepius incarnate Orchard Grass Dactylis glomerate 20 Ibs /acre Impatiens capensis
Silky dogwood Cornus ommomum Spice bush Lindero benzfon Jewel weed Elderberry Sombucus conodensls Winterberry //ex deciduo Ironweed Toll Coreopsls Vernoniv noveborvicensis Summer temporvey seed mix
Trees Hazelnut Cory/us ome~icono TTck-seed Block willow So/ix nig~o Elderberry Sombucus conodensls glazing-star Coreopsis tr ipter is cMay 01- August 15~ Bidens aristosa Sudangrass Sorghum bicolor 35-45 Ibs /acre
River birch Betu/o nlgro Arrow-wood Viburnum dentotum Soft rush Green ash F~oxinus pennsy/vonico Pinxterflower Rhododendron pe~ic/ymenoldes Grass Livtris spicaty Browntop Millet Pvnicum rvmosum 30-40 Ibs / vcre Juncus effusus
Willow oak Ouercus phe/%s Trees Chvsmvnthium Ivtifolium
Tulip poplar Ll~iodend~on to/iplfero Blockgum Nysso sy/votico River oats Swamp chestnut oak Oue~cus michouxlf Deer tongue Pvnicum clvndest inum
Equal mixture of at least three (3) herbs American elm U/mus ome~icono Bottlebrush gross and three (3) gross at 30 Ibs/acre River birch Betu/o nlg~o Swltchgrass ss Hystrix pvtuly Pvnicum virgvtum
Green ash Froxinus pennsy/vonico Wild-rye Elymus virginicus
Herbs Sugarberry Ce/tls /oevlgoto Jewel weed Impatiens capensis Block cherry Prunus serotino
Ironweed Vernonlo noveborocensls Block walnut ?ug/ons nigro Cardinal flower Lobelia cardinolis Willow oak Ouercus phe/%s Vernal Pools LEGEND
Beebalm Monarda dldyma Flowering dogwood Corpus f/o~ido Joe-pye-weed Eupatorium fistulosum Sourwood Oxydendron orbo~eum Equal mixture ofi the fi Gray's sedge Carex groyl Red mulberry Morus rubro the following at II foot spacing
STREAM BANKS F L OODPL AIN/
Soft rush Juncus effusus Shortleof pine Pinus echinoto hr Possumhow Leathery rush Juncus coriaceus Tulip poplar Li~iodendron to/ipifero I/ibUrnUm nUdc,im WETLAND
Gross Tog older River oats Chosmonthium lotifolfum Trees A/nUS serrU/oto
Switchgross Ponicum virgotum Black willow Bottlebrush grass Hystrix patulo Overcup oak So/ix nigro QU@rCUS /,yrOtO
Deer tongue Ponlcum clondestTnum
Deve/opment which will take place within the limits of the NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
l00 year f/oodp/aIn Zone A where base flood elevations AR CAD 1 S hove not been dete~mined Is designed In accordance with ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. /23 Uniform 5
F/oodp/o/n Management Po//cy. G & M of North Carolina, Inc. 5 WWW.ARCADIS-US.COM 3 4 FIVE~MILE BRANCH
50' 0 100' NOTE: PROPERTY BOUNDARIES OBTA/NED 801 Corporate Center Drive. Suite 300 3 2 IREDELL COUNTY, NORTH CAROLINA
~a ~ COURTESY OF IREDELL COUNTY Ralei h, NC 27607-5073 Z ~ SCALE G/S/MAPP/NG DEPARTMENT WEBS/TE. Tel: [phone] Fax: [phone] ~ ~ g DESIGN ENGINEER B I DGL 12/04/09 DRAFT RESTORATION PLAN
Br DATE DESCRIPTION OF REVISION PLANTING PLAN SHEET NO. PPI

~
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~~~~~~ROXI~ L0~ OF I-40 WBL _ ~ ~ P
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~ - APPROXIMATE LOCATION OF I-40 EBL ~ ~ Q~~\.
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WE~~ANDAIN/KS ~ / ~ ~ ~ I I _ .1 1 ~ , ~ d 0
See specification and sheet PPl for plonting list.
Deve/opment which will Coke p/oce wlthln the llmlts of the NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
l00 year f/oodp/aIn Zone A where base f/ood e/evatlons AR CAD 1 S hove not been dete~mined Is designed In occordonce with ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. /23 Uniform 5
F/oodp/o/n Monogement Po//cy. G & M of North Carolina, Inc. 5 WWW.ARCADIS-US.COM 4 FIVE~MILE BRANCH
j 50' 0 100' NOTE: PROPERTY BOUNDARIES OBTA/NED 801 Corporate Center Drive. Suite 300 3 3 2 IREDELL COUNTY, NORTH CAROLINA
~a ~ COURTESY OF IREDELL COUNTY Ralei h, NC 27607-5073 Z ~ SCALE G/S/MAPP/NG DEPARTMENT WEBS/TE. Tel: [phone] Fax: [phone] ~ ~ g DESIGN ENGINEER B I DGL 12/04/09 DRAFT RESTORATION PLAN
Br DATE DESCRIPTION OF REVISION PLANTING PLAN SHEET N0. PP2

~ ~
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1~
50
l ,9 - ~ ,55 _ -
APPROXIMATE LOCATION OF I-40 WBL
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APPROXIMATE LOCATION ~OF I-40 EBL '°"i
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su su ~ ~ ~
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FLOODPLAINNKS ~ a Y ~ ~ ~ ~ ~ ~ ~
WETLAND ~ _ ~ /I 1.. I ~ ~
See specificotlon and sheet PPl for plonting Ilst.
Deve/opment which will Coke p/oce wlthln the llmlts of the NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
l00 year f/oodp/aIn Zone A where base f/ood e/evatlons AR CAD 1 S hove not been dete~mined Is designed In occordonce with ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. /23 Uniform 5
F/oodp/a/n Management Po//cy. G & M of North Carolina, Inc. 5 WWW.ARCADIS-US.COM 4 FIVE~MILE BRANCH
j 50' 0 100' NOTE: PROPERTY BOUNDARIES OBTA/NED 801 Corporate Center Drive. Suite 300 3 3 2 IREDELL COUNTY, NORTH CAROLINA
~a$ ~ COURTESY OF IREDELL COUNTY Ralei h, NC 27607-5073 Z SCALE G/S/MAPP/NG DEPARTMENT WEBS/TE. Tel: [phone] Fax: [phone] ~ ~ g? DESIGN ENGINEER B I DGL 12/04/09 DRAFT RESTORATION PLAN
Br DATE DESCR1PT1pN OF REV1510N PLANTING PLAN SHEET N0. PP3

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WET~ANDAIN/
See speclflcotlon and sheet PPl for plonting llst.
Deve/opment which will Coke p/oce wlthln the llmlts of the NORTH CAROLINA DEPARTAENi Of ENVHO~IENi AND NATURAL RESOUFCE$
l00 year f/oodp/aIn Zone A where base f/ood e/evatlons AR CAD 1 S hove not been dete~mined Is designed In occordonce with ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. /23 Uniform
F/oodp/a/n Management Po//cy. G & M of North Carolina, Inc. 5 WWW.ARCADIS-US.COM FIVE-MILE BRANCH
50' 0 100' NOTE: PROPERTY BOUNDARIES OBTA/NED 801 Corporate Center Drive. Suite 300 3 xcoEU caxir,xmix caxouHe
COURTESY OF /REDELL COUNTY Raleigh, NC 27607-5073 ? o GlS/MAPPING DEPARTMENT WEBSITE. DESIGN ENGINEER e 8 SCALE Te1:919/854-1282 Fax: [phone]
PL1NiINC PL1N SHEET NO. PP<

Appendix 1
Restoration Site Photographs
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Photo 4: Eroding bank On Beaver Creek
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Photo 6: Eroding bank On Beaver Creek.
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Photo 7: Stable bank on Fifth Creek
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Appendix 2
Restoration Site USACE Routine
UVetland Determination Data Forms
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual
Project/Site: Five Mile Branch Stream Restoration Project
Applicant/Owner: NCDO?
Investigator(s): Harold MBrady /Bob Lepsic
Do Normal Circumstances exist on the site? Yes No
Is the site significantly disturbed (Atypical Situation)? Yes No
Is this area a potential Problem Area? Yes No
(If needed, explain on reverse)
Date: I S-Nov
County; Iredell
State: North Carolina
Community ID Upland
Transect ID: A
Plot ID; A16
VF,CF,TATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Corms, florida tree FACU 9. Pious taeda tree FAC
2. Liquidambar styraciflua tree FAC 10. Prunes serotina tree FACU
3. Toxicodendron radicans vine FAC 11. Vitis rotundifolia vine FAC
4. Oxydendron arboreum tree FAC 12.
5. Acer rubrum tree FAC 13.
6. Fagus grandifolia tree FACU 14.
7. Juniperus virginiana tree FACU 15.
8. Ulmus alata tree FACU+ 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-). 65%
Remarks The majority of the vegetation is facultative.
HVDRf1T,nCV
Recorded Data (Describe in Remarks)
Stream, Lake, or tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Field Observations: Drainage Patterns in Wetlands
Secondary Indicators (2 or more required);
Depth of Surface Water: (in.) Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Depth to Free Water in Pit: (in.) Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: (in.) Other (Explain in Remarks)
Remarks 6-10% slope
SOILS
Map Unit Name
(Series and Phase): Chewacla soils Drainage Class: Somwhat poorly
Field Observations
Taxonomy (Subgroul Fluvaquentic Dystrudepts Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist (Munsell Moist Abundance/Contrast Structure, etc.
0-2 A lOYR 4/4 sandy clay loam
2-10 BI lOYR 5/4 clay loam, blocky
10+ B2 lOYR 7/8 clay loam, sand inclusion
Hydric Soil Indicators;
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Color, Other (Explain in Remarks)
Remarks Located on roadway embankment.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No
Remarks Plot was taken approximately 30 feet uphill from Plot A16
Is this Sampling Point Within a Wetland? Yes No
HQUSACE 319
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual
Project/Site: Five Mile Branch Stream Restoration Project
Applicant/Owner: NCDO?
Investigator(s): Harold MBrady /Bob Lepsic
Do Normal Circumstances exist on the site? Yes No
Is the site significantly disturbed (Atypical Situation)? Yes No
Is this area a potential Problem Area? Yes No
(If needed, explain on reverse)
Date: I S-Nov
County; Iredell
State: North Carolina
Community ID Upland
Transect ID: B
Plot ID; BS
VF,CF,TATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Corms, florida tree FACU 9. Pious taeda tree FAC
2. Liquidambar styraciflua tree FAC 10. Prunes serotina tree FACU
3. Toxicodendron radicans vine FAC 11. Vitis rotundifolia vine FAC
4. Oxydendron arboreum tree FAC 12.
5. Acer rubrum tree FAC 13.
6. Fagus grandifolia tree FACU 14.
7. Juniperus virginiana tree FACU 15.
8. Ulmus alata tree FACU+ 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-). 65%
Remarks The majority of the vegetation is facultative.
HVDRf1T,nCV
Recorded Data (Describe in Remarks)
Stream, Lake, or tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Field Observations: Drainage Patterns in Wetlands
Secondary Indicators (2 or more required);
Depth of Surface Water: (in.) Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Depth to Free Water in Pit: (in.) Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: (in.) Other (Explain in Remarks)
Remarks 20-30% slope
SOILS
Map Unit Name
(Series and Phase): Cecil soils Drainage Class: Well-drained
Field Observations
Taxonomy (Subgroul Typic Kanhapludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist (Munsell Moist Abundance/Contrast Structure, etc.
0-2 A lOYR 4/4 sandy clay loam
2-10 BI lOYR 5/4 clay loam, blocky
10+ B2 lOYR 7/8 clay loam, sand inclusion
Hydric Soil Indicators;
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Color, Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No
Remarks Plot was taken approximately 30 feet uphill from Plot BS
Is this Sampling Point Within a Wetland? Yes No
HQUSACE 319
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual
Project/Site: Five Mile Branch Stream Restoration Project
Applicant/Owner: NCDO?
Investigator(s): Harold MBrady /Bob Lepsic
Do Normal Circumstances exist on the site? Yes No
Is the site significantly disturbed (Atypical Situation)? Yes No
Is this area a potential Problem Area? Yes No
(If needed, explain on reverse)
Date: I S-Nov
County; Iredell
State: North Carolina
Community ID Upland
Transect ID: C
Plot ID; CIO
VF,CF,TATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Corms, florida tree FACU 9.
2. Liquidambar styraciflua tree FAC 10.
3. Toxicodendron radicans vine FAC 11.
4. Oxydendron arboreum tree FAC 12.
5. Acer rubrum tree FAC 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-). 80%
Remarks The majority of the vegetation is facultative.
HVDRf1T,nCV
Recorded Data (Describe in Remarks)
Stream, Lake, or tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Field Observations: Drainage Patterns in Wetlands
Secondary Indicators (2 or more required);
Depth of Surface Water: (in.) Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Depth to Free Water in Pit: (in.) Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: (in.) Other (Explain in Remarks)
Remarks 5-10% slope
SOILS
Map Unit Name
(Series and Phase): Altavista, fine sandy loam Drainage Class: Moderately well-drained
Field Observations
Taxonomy (Subgroul Aquic Hapludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist (Munsell Moist Abundance/Contrast Structure, etc.
0-2 A lOYR 4/4 sandy clay loam
2-10 BI lOYR 5/4 clay loam, blocky
10+ B2 lOYR 7/8 clay loam, sand inclusion
Hydric Soil Indicators;
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Color, Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No
Remarks Plot was taken approximately 30 feet uphill from Plot CIO.
Is this Sampling Point Within a Wetland? Yes No
HQUSACE 319
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual
Project/Site: Five Mile Branch Stream Restoration Project
Applicant/Owner: NCDOI
Investigator(s): Harold MBrady /Bob Lepsic
Do Normal Circumstances exist on the site? Yes No
Is the site significantly disturbed (Atypical Situation)? Yes No
Is this area a potential Problem Area? Yes No
(If needed, explain on reverse)
Date: I S-Nov
County; Iredell
State: North Carolina
Community ID PF01
Transect ID: A
Plot ID; A16
VF,GF,TATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Arundinaria gigantea grass FACW 9.
2. Liquidambar styraciflua tree FAC 10.
3. Carex spp. grass FACW 11.
4. Nyssa sylvatica tree FAC 12.
5. Ulmus americana tree FAC 13.
6. Vitis rotundifolia vine FAC 14.
7. Smilax rotundifolia tree FAC 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-). 100%
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks)
Stream, Lake, or tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water: (in.)
Depth to Free Water in Pit: 10 (in.)
Depth to Saturated Soil: 0 (in)
Wetland Hydrology Indicators
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
Water Marks
Drift Lines
X Sediment Deposits
X Drainage Patterns in Wetlands
Secondary Indicators (2 or more required);
X Oxidized Root Channels in Upper 12 Inches
X Water-Stained Leaves
Local Soil Survey Data
X FAC-Neutral Test
Other (Explain in Remarks)
Remarks Depression approximately 1.5 acres probably dug during the construction of Interstate 40 for borrow material.
SOILS
Map Unit Name
(Series and Phase): Chewacla soils Drainage Class: Somewhat poorly
Field Observations
Taxonomy (Subgroul Fluvaquentic Dystrudepts Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist (Munsell Moist Abundance/Contrast Structure, etc.
0-2 A 2. SYR 5/2 clay loam
2+ B 2. SYR 6/1 SY 6/8 small sandy clay loam
Hydric Soil Indicators;
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
X Sulfidic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime Listed on Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Color, Other (Explain in Remarks)
Remarks This area is likely an inclusion of Wehadkee soils within an area mapped as Chewacla.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland. Yes No
Remarks Plot taken approximately 10 feet downhill from A16.
Approved by HQUSACE 3/9?
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual
Project/Site: Five Mile Branch Stream Restoration Project
Applicant/Owner: NCDO?
Investigator(s): Harold MBrady /Bob Lepsic
Do Normal Circumstances exist on the site? Yes No
Is the site significantly disturbed (Atypical Situation)? Yes No
Is this area a potential Problem Area? Yes No
(If needed, explain on reverse)
Date: I S-Nov
County; Iredell
State: North Carolina
Community ID PF01
Transect ID: B
Plot ID; BS
VF,GF,TATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Arundinaria gigantea grass FACW 9.
2. Liquidambar styraciflua tree FAC 10.
3. Carex spp. grass FACW 11.
4. Typha latifolia grass FACW+ 12.
5. Ulmus americana tree FAC 13.
6. Vitis rotundifolia vine FAC 14.
7. Smilax rotundifolia tree FAC 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-). 100%
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks)
Stream, Lake, or tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water: (in.)
Depth to Free Water in Pit: 4 (in.)
Depth to Saturated Soil: 0 (in)
Wetland Hydrology Indicators
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
Water Marks
Drift Lines
X Sediment Deposits
X Drainage Patterns in Wetlands
Secondary Indicators (2 or more required);
X Oxidized Root Channels in Upper 12 Inches
X Water-Stained Leaves
Local Soil Survey Data
X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Chewacla soils Drainage Class: Somewhat poorly
Field Observations
Taxonomy (Subgroul Fluvaquentic Dystrudepts Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist (Munsell Moist Abundance/Contrast Structure, etc.
0-2 A 2. SYR 5/2 clay loam
2+ B 2. SYR 6/1 SY 6/8 small sandy clay loam
Hydric Soil Indicators;
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
X Sulfidic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime Listed on Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Color, Other (Explain in Remarks)
Remarks This area is likely an inclusion of Wehadkee soils within an area mapped as Chewacla.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland. Yes No
Remarks Plot taken approximately 10 feet downhill from B5.
Approved by HQUSACE 3/9?
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual
Project/Site: Five Mile Branch Stream Restoration Project
Applicant/Owner: NCDO?
Investigator(s): Harold MBrady /Bob Lepsic
Do Normal Circumstances exist on the site? Yes No
Is the site significantly disturbed (Atypical Situation)? Yes No
Is this area a potential Problem Area? Yes No
(If needed, explain on reverse)
Date: I S-Nov
County; Iredell
State: North Carolina
Community ID PF01
Transect ID: C
Plot ID; CIO
VF,GF,TATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Arundinaria gigantea grass FACW 9.
2. Liquidambar styraciflua tree FAC 10.
3. Carex spp. grass FACW 11.
4. Typha latifolia grass FACW+ 12.
5. Ulmus americana tree FAC 13.
6. Vitis rotundifolia vine FAC 14.
7. Smilax rotundifolia tree FAC 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-). 100%
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks)
Stream, Lake, or tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water: (in.)
Depth to Free Water in Pit: 4 (in.)
Depth to Saturated Soil: 0 (in)
Wetland Hydrology Indicators
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
Water Marks
Drift Lines
X Sediment Deposits
X Drainage Patterns in Wetlands
Secondary Indicators (2 or more required);
X Oxidized Root Channels in Upper 12 Inches
X Water-Stained Leaves
Local Soil Survey Data
X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Chewacla soils Drainage Class: Somewhat poorly
Field Observations
Taxonomy (Subgroul Fluvaquentic Dystrudepts Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist (Munsell Moist Abundance/Contrast Structure, etc.
0-2 A 2. SYR 5/2 clay loam
2+ B 2. SYR 6/1 SY 6/8 small sandy clay loam
Hydric Soil Indicators;
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
X Sulfidic Odor Organic Streaking in Sandy Soils
X Aquic Moisture Regime Listed on Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Color, Other (Explain in Remarks)
Remarks This area is likely an inclusion of Wehadkee soils within an area mapped as Chewacla.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland. Yes No
Remarks Plot taken approximately 10 feet downhill from CIO.
Approved by HQUSACE 3/9?
Appendix 3
Restoration Site NCDWQ Stream
Classification Form
A e0mvr halo {Subtotal w ?
?.
...
....
?.? . ??: ' ??.-'??'j4

...
?'-ri'?
- ..?,?

.. .. ..
'

.. .
,:?::?.':Y:. _
t ?, Continuaus? bed acrd bank ? ? ?
?. Sinuosity a ? 3
?. li??char?nel structure: rife-pool sequence a ? ?
4. foil texture or stream substrate sorting D ? ?
?. Active#relic floadplain ? t ?
?. Depositional bars or benches 0 1 2
1. Braided c1?ar?nel 1 ? 3
8. Recent alluvial deposits ? ? ?
9 ? Natural levees 0 ? ? ?
? ?. Headcuts ? ? ? 3
_
1 t. Grade controls a ?,5 ? ?-'
t2. Natural valley or draina?eway ? 0.5 ?
t?. Second or greater order channel on existin
U
es =
USG or NRC map or other documented N o =
evidence.
fan-made ditches are not rated; see discussions in manual
?. drala ?btota? ? .
?4. Groundwater fiowldischarge 4 ? . ?
??. vl?ater ire channel ahd ? 48 hrs since rain} or a ? ?
vl?ater ire channel ? d ar rawin season
? 5. L,eaflitter 5 ? a.5 D
17. Sediment vn plants or debris 0 ?.? ? - .
?8.Organic debris lines or piles ?lllfrack iines? 0 0?5 t
t9. Hydric sails ?redoximarphic features} present? o ? Yes ? ?.?
. Bio?ogY subtotal ? ?
2a .1=E?rous roots in channel ? ? ?
?? . Roate? plants in channel ? 1
??. Crayfish D a.? t ?
?. Bivalves ? ? 2 3
??. dish a ?.5 ?
25. Amphi?ian? a ?•? ?
??. Macrabenthas ?t?ate diversity and a?ur?dance? ? a ?.? ?
??. Filamentous algae; periphyton 1 ? ?
?8. Iron oxidizing ?ac#erialfungus? 0.5 _ ? ?.5
?9 . Uvetland plants in s?reambed FAC = a.5; IMACIN = 0,?5; BBL. ?=1.5 ?AV ? 2.0; ether = ?
Items 20 and 21 focus on the presence of upland plants, Item ?9 focuses on tl?e presence of aquatic or wetland plants.
?
sketch: ?? '
Nates•. fuse back slide of this form for additional notes.

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r ? ,?? ? ??

No?#h a?o?lna ivii?n of Vl?a#er G??2?li#y ? stream Idea#ifio2?#ior? Form; Version ?,?
North Carolina Division of ???r Quality ? trea?n id?nti?icat?o? ??r?n; Ve?s?on 3.1
Ante: ? ? - Project: ?' ' ? Latitude:
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evaluator: ? aite: `?'., ?

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Longitude;

Total Points:
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.?,
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,, ;? :?:..?.?...., :?..

,,.. r ;:.
.
? ?. ?antinua?a bed and bar?lc Q ? ?
2. in?rosity D ? 3

3. in-cf?annel structure: rif['1e•paal sequ?n?e
a
?
? 1
4, foil texture ar stream substrate larking 0 ? ? ?
?: Activelrelic tloadplain ? ? ?
5, Qepositional taro or benches ? ? ?
?, Braided char?rre? ? ? -
8. Recent alluvial deposits ? ? ?
9 $ Natural levees ? ? ?
? D. l-leadcuts ? ? 2
_
? 1. grade controls ? 0.5 ? ?.5?
1?. Natural valley ar draEnageway 0 a.5 ?
13, second or greater order char?ne[ an existin
= D
es ? 3
USES ar NRC reap or other dacurnented No
evidence.
Man-made ditches are not rated; see discussions in manna!
?• ? di`a?a ?ibtat??
??. groundwater flowldischarge 0 ? _ ?
15. Uvater in channel and ?8 hrs since rein, or ? ? ?
Dater in ci?anne[ -? d or rawin season
? ?. Leaflitter ?? ? ?.5 ?

? ?. Bed?mer?t on plants ar C[ebris
a
O.b
? . 3
1 S. Drgar?ic debris litres ar piles ?VVrack lines} ? a.5 ?
19. ?ydric sails ?redaximorphEC features} present? a ? 0 Yes -1 ?5
?. ?IO?Dg]I ?U?tOt?l
?0 . Fihraus roots in ci?annel 2 ? ?
?? , .Boated plants in charnel ? 2 ? ? ?
?2. ?rayf?sh 0 a.5 4
2?, Bivalves ? ? ?'
?4. Fish 0 a.5 1
??..Amphi?ians D a.? 1
2G. Macrobent#?as (Hate diversity and a?undar?ce? ? ???_ 1
2l. Filar?entaus algae; peripl?yta? 1 2 3
?S. lron oxidizing bacteraa?fungus. ?.? ? ?,5
29 . Wetland plants in stream?cd [=AC ? a?5; FACW = a,??; BBL ? 1 ?5 SAV = ?.D; ?th?r =- g
Items 20 and z1 focus on the presence of upland plants, item 29 focuses on the presence of aquatic or wetland plants.
?keteha r f ? ? ?
Notes: fuse tacit side of this form for additiana? notes.
?? ? w

No?t? Ca?o?ina Div?ion of?1Na#?r ?uaiity -Stream id?n?i?ica?io? i=art?; Version 3.'i
?i Pra?ec#; La#i#ude:
pate: ? ? ? f ??
Bvaiua?a?:: ite? '?,? ? Lon?i?ude:
To#a? Po i n#s; other ? , ."?
. ? ?r?am is a# ?eas? intermrt?er?t ? County: '?' e,g, Quad Nam?? ?
rf- ?9 a? erenr??a?lf 3? ? ,
I.L:' J.f?w'? _ 'J'? ?'5?..`' !: ?.'i 1 ;. ?" ? t i.k ?'JJ?
A e?r?or hD?D Subtotal - ? } .ti?.n:??`. ?-.. .?... ,-;:. ?_ .,..?=??=:;.:
,
1 r Y.
??. Continuaus?bed and ?anlC ?
?. inuosi#y a ? ? ?
3. I?-channel structure: riffle-paal seq?er?ce D ? ?
4. fail #exture or stream substrate sorting Q 1 3
5: Active?reli floadplain ? ? ?
6, Depositional bars ar benches ? ?
7. Braided channel ? ? -
S. Recent ?lluvie! deposits 0 ' ? 3
9 $ I?aturai levees a ? ?
1 D. Neadcuts ? ? ? ?
? ? . grade controls ? D.5 ? .5
t2. ?latural valley ar drainageway 0 0,5 ?
?3. second or greater order channel ors existin
?UG or NRC map or other documented o =?0 Yes ? 3
evidence. .
Manymade ditches are not rated; see discussions in manual
?. i? d?oi? u??a?al
14. Groundwater flawldi?charge 0 1,
?5.11Vater in channel and ? 48 hrs since rair?? or ? ?
1Nater in chanr'?ek ?- d or rowin season
16. ?.eatlitter ?,5 ? ?
? ?. Sediment an plants or debris 0 4?5 1 ??
18. Grganic debris lines ar pikes (V?rack kines} ? ??? ?
?9. Hydric sails {redoxir?arphicfeatures}present? No ? ? ? - ?1
. Bi??v u?total
9Y ? 0
?0 . Fibrous rants ?? channel ? ? ?
?1 , .Rooted plants lr? channel ? ? ?
?2. Crayfish D. 1 ?.5
?. Bivalves ? ? ?
?4. Fish g,5 1 1.b
?S. Amphibians 0 ? ?.
?G, M?crohenthos (Hate diversity ar?d abundance ? . ? ?,?
??. Filamentous algae; perlphyton ?
?8. froh oxidizing bacterialfungus, X15 ? ?.5
29 . v?etland plants in streambed - 0. , FA_ W a.75; BBL =1,5 SAV = ??0; ether w a
items ?a aid ?1 fac?as an the presence of upland plants, Item ? ecuses an tie presence of aquatic er we#land plants,
Sfce#?h'.
Notes: fuse t}aclc side of his foci fer additional notes,}
} ? ?
4 ?„ ? + 1 ?
?} ? ?' ?;
ooh ??r?lina pivision of 1N?i?er Quaii?y? ?re??n lden?ificat?on Form; V?rion 3.?
YarY? f? ? 1 r?,?liyi
f ?1 ??L?`{?{??e¦
?vaiua#or: ? ? ??#e: ? }` ? Longitude:
7o#al ?o?nt:
?fe?JT7 IS ?? ?@?S? f1???17t'11?8?]t , ?
?0?1?1??
?
? Other ? ???
Q?l?? N??IIB:
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8
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ti.........
? ?. COnt?C]i?OUS bed and bank ? ? ? 3
?. ?r?I?OS??}f ? ? ?
. I ?-channel structure: ride-pool sequence 4 ? ?
4. Boil texture or stream substrate carting ? 1 ?
5: Activefrelic flaodplain ? ?
?. Depositional bars or benches 1 ?
?. Braided ci?annel - 1 ? ?
8. Recer?# alluvial deposits ? ?
9 ? Natural levees ? 2
? D. Headcuts D t ?
t ? ,Grade controls Q g.5 1.5
??, Natural valley or drait?ageway ? ?•? t
?3. ecand ar greater order channel on existin
UGB ar NRG reap or other documented - .
?a = 0
Yes ?= 3
evidence.
Manmade ditches aye not rated; see discussions in manual
?+
B. i? dra?a Ubt4?a? ? .'
14. Groundwatef tlowldischarge a ? . ? ?
1 b. Vl?ater in channel ahd ? 48 hrs sEr?ce rain or
? ? ? ?
ravuin season
v?ater in chancel -- d or
g
? 6. t,eaflitter ? .5 ? F
? 7. Bedit?ent on plants ar debris ? ?.5 ? .5
??, Grganic debris lines or piles ?v?rack lines} ? ?.5 ?.5
99. Wydric sails ?redoximorphic features}present? Yes =1.5
B?o?ogY ?ubtatal-?
?0 . Fibrous roots in channel ? ? ? ?
?1 . Ranted plants in channel ? ? a
??. Crayfish D.5 ? ? .5
?3. Bivalves ? ? ? ?
?4. Fish ? 0.5 ? 1.5
?. Amphibians ?. .
?
?.5
?G. Macraber?thos note diversity and abundances 0 0.5 ? 1.5
?l. l" ilarr?entous algae; periphytan 9 ? ?
28. Iran oxidizing bacteria#fungus. 0.5 ? ?.5
?9 .1Netland plants in streafnbed AG ? D.5, AGIN -? 075, OBI. ? ?.5 SAV - ??0, Other ? a
items 2Q and ?1 focus cn the presence of ?r?land plants, item ?9 #ocuses cn tl?e presence of aquatic or wetland plants.
sicetc?:
Notes: fuse back side of this form far additional notes.}
?x ? r ?
•
?c '
?x . ??
?'
N?r?h a?a[i?a ?`[vi?ion o? V1?ate? ?ua[i?y - #?am [der?ti?ication Foam; 11rsio? .?
pate: ? - Pra?ect:
?l ? La#i#ude:
- ?valuator? ?'? ? ? Site; ???,,
C? Longitude;
Fatal Poi
mi##err# ?~
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pour?Ly;??
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;.
•.t:? r.?.5 r'.r.•

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-
1 ?. ?antir?uous? fed and banl't ? ? ?
?. in?4Slt?
?
?
?
. ?, In-channel structure: riffle?paal sequence ? ? ?
Sail texture or stream substrate sorting
4 ? ? ?
. - .
5: Activelreli? floadplain ? ? ?
?. Depasitior?al ???? or' bef?Ches ? ? ?
?. braided channel ? ?'' ? ?
8. Recent alluvial deposits ? ? ?'
9 a Natural levees ? ? ?
'? a, HEadcUtS ? ?
? ?, Grade controls ? ? 0.5 ?
12. Natural va11e? ar drainageway ? ?•? ?
?i 3. Second or greater order channel an existin
w 0
N
Yes = ?
USES or NI?CS map or other docurnented a
evidence.
Man-made ditches are Hat rand; see discussier?s in manual
B? ? droEo Su?tot?? =
7 4. Groundvuater flow?discharge ? ? ? 2
??. vl?ater in channel and ? 48 hrs since rain, or ? ? ? ?
Water in charrriel -- d ar rowin season
? _
?
1G. t.eaflitter ?.5 ? •
? 7. pediment on plants ar debris ? ?.? ?'?
18, organic debris lines or piles {v?rack lines 0 0?5 ?.5
? 9. Hydric sails ?redaximarphic features} present? a = Yes = ?.5
?
?t
t
?
?
a
-
?. Bla
a?? ?u
2a . Fibrous rants in channel 3 ? 0
? ..?aoted plants in channel ? ? ?
??. crayfish ? Q.5 ? ?.?
23, Bivalves ? ? ?
?4. Fish Q.5 ? ?,5
25;-Amphibians 0 ? ?.?
2?, Macrabenthas note diversl#y and abundaace? ? D.5 ? ? .5
?7. i?ilamento?€s algae; peripf?ytor? ? ?
?8. iron oxi?i?ing bacteria?fungus. ?.b 1 ?•5
?9 . Vl??tlar?d plants in s?reambed ? ?? M a. ; A?11v =? 0,75; ESL ?- ? .? AV = ?.0; ether ? 0
Items a and 2? focus an the presence of upland plans, Ite m ?? Encases an tie presence of aquatic arwetland pleats.
sketch:
Notes: fuse back side of this form for additional Hates.}
?? r V ? f F !%L? ?LJ IF a
??
ff?f'' { ? 1
?,J 4? ? 4
??
??! ? ?'

A. ?Ori'?Qr ???? ?ubtatal ?• -?? ? ,h.? .fi•=- =^r.'-?r.:
?y4?..?4ti'. rr A ??
'?,?.....??'. -•:?? ' ?w ?'??'.,;
.. ?.J.a
.?: .".•. ? f"...
J.': :: V 1 -
.--- ?N: :tie. r?'-'??.'
f J: ,4'!.
-??':."'.. .?:-.:?'?:.'?.
t ?. Continuous bed and band D ? ?
?. Inl??Slt? .

/
o
?
?
el struot?re: rife-paoi eq?er?oe
?. I?-ch?nn D ? ?
?, foil texture ar stream substrate sorting Q ? ?
5, ?otivelrelic floodplain ? ? ? 3
. pepositional bars or benches 0 ? ?
1. braided channel 1 ? ?
$. Recent all?aviai deposits D ? ?
9 $ Natural levees ? D - ? 3
? ?. H?adcats a ? ? 3
? ? . grade oontrois a O,b t .5
' ?2. Natural valley ar drainagewa?y ? ?.? ? ?'
1 . second ar greater order channel on existing, ?;.- 4
Ufa or NRC map or other dacamented ?!o = ? Yes = 3
evidence.
Mari-made ditches are nit ra#ed; see dlsc?ssions in manual

?. ? drolo ubtata? ? .+
?4. Cro?ndufiater flowldischarge ? 'i _ ? ?
? ?. dater ire channel and ? ?8 brs since rain, ar ? ? ?
Vllater in channel y d or rowan season
16, ?.ea?lltter ?.5 ? .5 D
? ?. pediment on plants or debris ? a.5 1.5
?8. organic debris lines or piles rack lines} 0 0.5 ?.?
fig. Hydric sails ?redoximorphic features} present? NQ ?- Yes = ?.5
?. Biolvg? {subtotal
?? .Fibrous roots in obannel ? o
?? . mooted plants in channel ? ? ?
2?. Crayfish a,5 ? ?.?
Z?. Bivalves 0 ? 2 3
• ?4. Fish - ?.? 1 ?.?
-
??. Amphibia?? 0.5 1 ?,5
??? Maorober?thos {note diversity and a??r?danee} ? 0 D, ? 1,5
?7. Filarnentaus algae; p?riphytor? ? ? ?
28. Iron oxidi?ir?g b?c#erialfungus. ?.5 1 ?.5
?9 . Vlletlond plants ire trearnbed ? D??; C1N = a,75; QBL = ? .5 AV ? ?.?; ether « ?
items 2? antl ?1 focus on the presence of upland plants, item ?9 €o?ase s on the presence of aquatic or wetland p lants.
sketch:
Notes: ??se hack side of this form far additional notes.
?V?h C?rol?na ?iviion of ??et" Quality ?- #??am l?entifi?ati?n FO?r?; V??sio? .?
Appendix4
Reference Site Photographs
Photo 1: Reference Wetland
Photo 2: Reference Wetland
Appendix 5
Reference Site USACE Routine
UVetland Determination Data Forms
?? 1 ? 1? ?i41T'I
R?I?TI?? E'?LA??] ??'?L?IVIINA?'Tx??i
??87 I?OE elands D??inea?ian 1Vlnnuai}
ProjectlSite: Five i?? Brand Date: I ?1412???
ApplicantJQwner: ?C'?p?' County: ?r?de?1
It?vestigatar?s}: ?aro?d Brad arrd Lana ?rrush State: ?U?rtl? Caro?fna
Do Normal Cixeumstar?ces exist on the site`? Yes No Comm?rnity II YYe??a?rd
Is the site signif cantly disturbed Atypical ituatian}? Yes No Tr?nsect ID:
Is this area a potential Problem Area? Yes Na Plot ID:
?Ifneeded, explain an reverse}

?amtna?t_Pla?t Species t?a??tn Indicator Dominant Plant Species tratrun Indicator
? ? Q?ercus r?icha?xir ca?ropy ?'A?YY- 9. ??gurdarn?ar styra???'r?a ca?M FAC+
2. Corms amornum ur?d?rstory FAC'+ I?, Quercus ph??las eano??y ??4C`YY
3. Ayer rubr?rm cartapy FAC 11. ?`mt?ax rotundifalia vine FAC
?, Qzrercus. falcata ?,
cartapy FAC?1 I ?. Y??u?t??m dentat??r under FAC
5. ? ssa s Iva??ca urrdersta FAC' 13,
G? ?Tuncus eus?s herd FAC+ 1?.
7. ?'?at?nus occide?rta?is canopy FACY?! 15,
S. ?sn?unda r?e?a?r's here OBL 1?.
Percent o? Dominant Species that are DBL, FACE, or FAC ?e?cluding FAC). 9?!
Remarks:
?Y?I??L??
Recorded Data Describe in Remarks}
Stream, Lake, or tide Gauge
Aerial Photographs
?. Qther
x No Recorded Data Available Wetland Hydra ogy Indicators:
Primary Indicators:
x Inundated
x Saturated in Upper 12 Inches
dater Marks
Drift Lines
Sediment DeposltS
Field observations. Drainage Patterns in Wetlands
secondary Indicators (2 or more required}:
Depth of S?r?ace V?ater: din,} x Oxidized Root Channels in Upper 12 Inches
dater-Stained Leaves
(in.}
Depth to Free dater in Pit: x Local Soil Survey Data
? FAC-Neutral Test
Depth to Saturated Soil: ? din,} ? Other Explain in Remarks}
Remarks:
???
??? ?l1lt Name
?SerleS ?tld Phase): ?e?adkee S??f ?oara Drainage Class: ?4qur'c
IMIi IYIII???
Field Obse?rations
Taxonomy ?Subgro?p?.?'ir?eRl?amy, nixed, ?a???id, therxc T,?prc ?'Iav?q?e?t
111111 I1ih¦i YW Confirm Mapped ?"ype? Yes No
Profile Description:
TF
Depth
Matrix Color Mottle Colors Mottle ?'exture, Concretions,
inches Horizon ?Munsell Moist (M?a.nsell 1V?oist? AbundancelContrast structure, etc.
? to ?I? 0?4 ?..?Y? 3I? Sri Cia Loam
X12 fa 3 ?4 ??'? 513 S#? Cia Loam
3 fo 16 ? ?YS? ?1? ??Y? SIG Comrnor?l?is?irrc? S?dfy CiayLoam
?PPYIV?I iYJYili I '
??Y? X14 C'ommorll?i.?tirrc?
1G+ Bh ?.SY2.5II S'arrd Loam
Hydric foil indicators;
Histosol Concretions
Histic Epipedon 1? High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy foils
M x Agn1G 1VIoi$tllre Regime x Lasted on Local Hydric Sails List
?
x Reducing Conditions Listed on National Hydric Soils List
x Oleyed or Low-Chroma Colors T Other {explain in Remarks)
Remarks:
?VETLA?C? ??T?RN?INAT???
Hydro?hy#ic vegetation Present? Yes No
Wetland Hydrology Present? Yes No
Hyd?ic foils Present? Yes No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Y?pproved ?y HQi]SACE 3f92
Appendix 6
Hydrologic Gauge Data Summary,
Groundwater and Rainfall Information
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HEC-RAS Analysis
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Appendix 8
NCEEP Floodplain Requirements
r?
?cos?stem
F111?71 C111Pn?
EEP Floodplain Requirements Checklist
This form was developed by the National Flood Insurance program, NC Floodplain
Mapping program and Ecosystem Enhancement Program to be filled for all EEP projects.
The form is intended to summarize the Foodplain requirements during the design phase
of the projects. The form should be submitted to the Local Floodplain Administrator
with three copies submitted to NFIP (attn. Edward Curtis), NC Floodplain Mapping Unit
(attn. John Gerber) and NC Ecosystem Enhancement Program.
Project Location
Name of project: Five Mile Branch Stream and Wetland Restoration
Name if stream or feature: Beaver Creek and Fifth Creek
County: Iredell
Name of river basin: Yadkin -Pee Dee
Is project urban or rural? Rural
Name of Jurisdictional
municipality/county Iredell County
DFIRM panel number for
entire site: 3 710476600)
Consultant name: ARCADIS G&M of N.C. Inc.
Phone number: 919-854-9812
Address: 801 Corporate Center Drive
Suite 3 00
Raleigh, NC 27607
Appemdix 8_FEMA_Floodplain_Checklist.doc Page 1 of 3
Design Information
The project involves grading banks and removing a dredge spoil berm adjacent to Beaver
creek and Fifth Creek. Banks will be regarded in areas that are eroding. A 50 foot wide
buffer will be reestablished within the floodplain.
Example
Reach Len th Priorit
Beaver Creek 6220 l Enhancement I
Fi th Cheek 6962 Enhancement I
Floodplain Information
Is project located in a Special Flood Hazard Area (SFHA)?
Yes ? No
If proj ect is located in a SFHA, check how it was determined:
? Redelineation
? Detailed Study
? Limited Detail study
? Approximate Study
? Don't know
List flood zone designation:
Check if applies:
? AE Zone
???? Floodway
Non Encroachment
?' None
? A Zone
Local Setbacks Required
No Local Setbacks Required
If local setbacks are required, list how many feet:
Does proposed channel boundary encroach outside floodway/non-
encroachment/setbacks?
Yes No
Appemdix 8_FEMA_Floodplain Checklist.doc Page 2 of 3
Land Acquisition (Check)
? State owned (fee simple)
? Conservation easment (Design Bid Build)
? Conservation Easement (Full Delivery Project)
Note: if the project property is state-owned, then all requirements should be addressed to
the Department of Administration, State Construction Office (attn: Herbert Neily,
(9191807-4101)
Is community/county participating in the NFIP program?
Yes ? No
Note: if community is not participating, then all requirements should be addressed to
NFIP (attn: Edward Curtis, [phone] x369)
Name of Local Floodplain Administrator:
Phone Number:
Floodplain Requirements
This section to be filled by designer/applicant following verification with the LFPA
? No Action
? No Rise
? Letter of Map Revision
Conditional Letter of Map Revision
? Other Requirements
List other requirements:
Comments:
LFPA not yet contacted.
Name:
Title
Signature:
Date:
Appemdix 8_FEMA_Floodplain_Checklist.doc Page 3 of 3