20060200 Ver 1_COMPLETE FILE_20060203

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Michael F. Easley, (iovemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 22, 2006
DWQ# 06-0200
Iredell County
Mr. Lin Xu
Ecosystem Enhancement Program (EEP)
1652 Mail Service Center
Raleigh, NC 27699
Subject: File Mile Creek Stream Restoration Project
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Xu:
You have our approval, in accordance with the attached conditions and those listed below, to impact
the following streams/wetlands in order to complete the stream restoration/enhancement project of Five Mile
Creek in Iredell County, as described in your application received by the Division of Water Quality (DWQ) on
February 3, 2006:
¦ Beaver Creek - 5925 linear feet (If)
¦ UT to Beaver Creek - 400 If
¦ . Fifth Creek - 6610 If
¦ UT to Fifth Creek - 600 If
¦ Wetlands -1.9 acres
After reviewing your application, we have determined that this project is covered by Water Quality General
Certification Number 3495, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. The
General Certification allows you to use Nationwide Permit Number 27 once it is issued to you by the U.S. Army
Corps of Engineers. Please note that you should get any other federal, state or local permits before
proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control,
Non-Discharge, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless otherwise
specified in the General Certification. This approval is only valid for the purpose and design that you described
in your application. If you change your project, you must notify us in writing, and you may be required to send
us a new application for a new certification. If the property is sold, the new owner must be given a copy of the
Certification and approval letter; and is thereby responsible for complying with all conditions.
For this approval to be valid, you must follow the conditions listed in the attached Certification, as well
as the additional conditions listed below:
1. If the design of the project changes or if the project is not constructed according to the design then this
approval is no longer valid and plans must be resubmitted per General Certification 3495.
2
Erosion and sediment control practices must utilize Best Management Practices (BMP) and be in full
compliance with all specifications governing the proper design, installation, and operation and maintenance of
such BMP in order to protect surface water standards. No` Carolina
Ntura!!y
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
3. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401 /Wetlands Unit of the NC Division of Water Quality.
4. Continuing Compliance. The applicant (EEP, Lin Xu) shall conduct all activities in a manner so as not to
contravene any state water quality standard (including any requirements for compliance with section 303(d)
of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines
that such standards or laws are not being met (including the failure to sustain a designated or achieved use)
or that state or federal law is being violated, or that further conditions are necessary to assure compliance,
DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with
such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the
certification, DWQ shall notify the applicant and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A
NCAC 2H.0504. Any new or revised conditions shall be provided to the applicant in writing, shall be provided
to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of
the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless
you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act
If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
forAlan W. Klimek, P.E.
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
Central Files
j?
FEB 2 8 2006
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Triage Check List
Date: 2/09/06 Project Name: Five Mile Branch Stream/Wetland Restore
DWQ#: 06-0200
County: Iredell
Alan Johnson, Mooresville Regional Office F i
To: ,
60-day Processing Time: 2/03/06 - 3/03/06
From: Cyndi Karoly Telephone : [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
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VEan emen
PROGRAM
Cyndi Karoly, Unit Supervisor
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699 - 1650
February 3, 2006

2 0 0 60 2 0 0
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Re: Permit Application- Five-Mile Branch Stream and Wetland Restoration Project
Dear Ms. Karoly:
Attached for your review are two copies of restoration plans (one copy sent to DWQ Mooresville
Regional Office) for Five-Mile Branch stream and wetland restoration project in Iredell County.
Please feel free to contact me with any questions regarding this plan (715-7571).
Thank you very much for your assistance.
Sincerely

Lin Xu
Attachment: Five-Mile Branch Stream and Wetland Restoration Plan (2 originals)
I Rs?0;-! cT... ErdwtCIPT... PYate'd-I , Oar Stat-e'
A
North Carolina Ecosystem Enhancement Program, 16S2 Mail Service Center, Raleigh, PIC 27699-1652 / 919-715-0416 / www.nceep.net
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
L Processing.
'elf" ;
1. Check all of the approval(s) requested for this project:
® Section 404 Permit FrR .
F] Section 10 Permit 3 ZGG6
® 401 Water Quality Certification cI Y
? Riparian or Watershed Buffer Rules »,.?eCy
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 27
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: NC Ecosystem Enhancement Program
Mailing Address: 1652 Mail Service Center Raleigh, NC 27699-1652
Telephone Number: 919-715-7571 Fax Number: 919-715-2219
E-mail Address: lin.xu(i ncmail.net
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation: N/A
Mailing Address: N/A
Telephone Number: NIA Fax Number: N/A
E-mail Address: N/A
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Five-Mile Branch Stream and Wetland Restoration Project
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Iredell County Nearest Town: Cool Spring
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): The site is in the Township of
Cool Spring in eastern Iredell County, North Carolina. It is bordered to the north by
Interstate 40. Swann Road (SR 2167, running north and south, bisect the site. Chimney
Lane dead ends on the site west of Swann Road.
5. Site coordinates, if available (UTM or Lat/Long): N/A
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Agriculture and forestry
7. Property size (acres): 229.11 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Beaver Creek and Fifth Creek
9. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/map-a/.)
Page 6 of 13
10. Describe the purpose of the proposed work: Stream enhancement and restoration, wetland
enhancement and restoration
11. List the type of equipment to be used to construct the project: Track Hoes, loaders
12. Describe the land use in the vicinity of this project: Agriculture, forestry, rural residential,
a small amount of industrial development and roadways
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 13
1. Wetland Impacts (No Impact)
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within ,
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
*,* 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 1.9 acres
Total area of wetland impact proposed: 0 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma) (linear feet Before Impact leasespecify)
Grading and
Beaver Creek earthwork to 5,925 Beaver Creek 21.8 feet Perennial
restore existing
stream
Grading and
Fifth Creek earthwork to 6,610 Fifth Creek 25.7 feet Perennial
restore existing
stream
Grading and
UT to Beaver earthwork to 400 UT 10.9 feet Perennial
Creek restore existing
stream
Grading and
UT to Fifth Creek earthwork to 600 UT 9 feet Perennial
restore existing
stream
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
wwlv.uses.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Page 8 of 13
Cumulative impacts (linear distance in feet) to all streams on site: 13,535 LF
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. (No Impact)
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N//A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proiect is involved with enhancing and restorinLy streams and wetlands in the Five-
Mile Branch site in Iredell County to serve EEP's program obiective and mitigation needs.
The project is a mitigation effort and does not impact adjacent streams and wetlands. See
Five-Mile Branch stream and wetland restoration elan for specific information regarding
the restoration design.
Page 9 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear-feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmizide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The restoration plan is attached. The plan indicates the conservation easement
acquired by the state, plan views, cross section view and proposed method of
enhancement and restoration.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wM/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Page 10 of 13
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA 'document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Catawba Buffer Requirement )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Page 11 of 13
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 0 3
2 0 1.5
Total 0
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Page 12 of 13
N/A
.2/3/20.6
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

a O
0
I?

i' > u .Sti GRMWATER BRANCH
Stream and Wetland
Restoration Plan Report
Five-Mile Branch
Iredell County, North Carolina
Prepared for.
North Carolina Department of
Environment and Natural Resources
Ecosystem Enhancement Program
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.:
NC604017.0001.00005
Date:
January 2006

EXECUTIVE SUMMARY
INTRODUCTION
EXISTING AND HISTORIC CONDITIONS
Historic Land Uses
Physiography
Geology
Soils
Plant Communities
Piedmont/Mountain Bottomland Forest
Agricultural/Disturbed Lands
Water Resources
Hydrology
Streams
Wetlands
Wildlife Communities
Cultural Resources
Environmental Hazards
Protected Species
Gage Station Survey
REFERENCE CONDITIONS
Reference Stream
Reference Wetland
PROPOSED SITE CONDITIONS
Streams
Sediment Transport
Water Surface Profiles
1
2
3
4
4
4
5
6
6
7
7
8
9
11
12
13
13
14
14
15
15
16
17
17
20
21
Table of Contents
i
0
Bottomland Hardwood Forest 22
Floodplain Pools 23
Uplands 24
Site Access 24
REFERENCES 25
Tables
1 Stream and Wetland Restoration Amounts
2 Parcel Infon-nation
3 Soil Mapping Units
4 Wildlife Species Observed On-Site
5 List of Federally Protected and State-Protected Species (NCNHP 2003)
6 Vegetation List
Figures
1 Project Vicinity
2 Existing Conditions
3 Soil Units
4 Location of Deep and Shallow Soil Cores
5 Reference Reach
6 Reference Wetland
Appendices
A Shallow Soil Cores
B Deep Soil Cores
C Monitoring Gage Data
D Wetland Delineation Forms for On-Site Wetlands
E Fish and Benthic Macroinvertebrate Reports
F. SHPO Concurrence Letter
Table of Contents
Restoration Plan
Report
E
EXECUTIVE SUMMARY
To offset unavoidable jurisdictional-resource impacts associated with 2000-2006
Transportation Improvement Program (TIP) projects in the Yadkin River Basin, the
North Carolina Department of Transportation (NCDOT) selected the Five Mile Branch
site as a potential stream and wetland restoration site. Subsequently, all site mitigation
projects have been transferred to the North Carolina Ecosystem Enhancement Program
(NCEEP). NCEEP is the agency in charge of the in-lieu fee program for the State of
North Carolina and is currently managing the project. The Five Mile Branch site
comprises 12 parcels containing approximately 229 acres (92.67 hectares [ha]). The
State of North Carolina owns 227.12 acres (91.91 hat of the site in fee simple. The
remaining 1.99 acres (0.8 ha) are in a conservation easement.
The site is east of Statesville in Iredell County, southeast of Interstate-40 (140) and
northwest of US Route 64. The properties, the majority of which have been in
agriculture for several decades, have approximately 160 acres (64.75 ha) of agricultural
fields, 70 acres (28.33 ha) of forested land and 2 acres (0.8 ha) of pastureland. This
restoration site includes approximately 5,925 linear feet (LF) (1,805.94 meters [m])of
stream identified as Beaver Creek, 6,610 LF (2,014 m) of Fifth Creek, 400 LF (121.92
m) of unnamed tributaries to Beaver Creek, and 600 LF (182.88 m)of unnamed
tributaries to Fifth Creek, as well as 1.9 acres (0.77 ha) of wetlands.
ARCADIS conducted two feasibility studies (ARCADIS 1999, ARCADIS 2001),
which included field investigations and background studies, to determine if any
potential environmental issues, significant resources, protected species, or other fatal-
flaw issues would impede using the site for restoration. No significant issues or fatal
flaws were found, and use of the site for stream and wetland restoration was
recommended.
The project would result in 17,785.9 LF (5,420.87 m) of stream restoration, 200 LF
(60.96 m) of stream enhancement, 91.4 acres (36.99 ha) of Piedmont/Mountain
bottomland hardwood forest restoration, and 1.9 acres (0.77 ha) of Piedmont/Mountain
bottomland hardwood forest enhancement. Table 1 depicts the restoration amounts in
more detail.
Executive Summary
0
Restoration Plan
Report
Introduction
INTRODUCTION
In 1999, the North Carolina Department of Transportation (NCDOT) identified the
Five Mile Branch Site as a potential stream and wetland restoration site. ARCADIS
completed stream and wetland mitigation feasibility studies at the site (Phase I in
November 1999 and Phase H in April 2001). The feasibility studies did not identify
any potential environmental issues, significant resources, protected species, or other
fatal flaws, and recommend continuing with the development of a restoration plan for
the site. The State of North Carolina owns 227.12 acres (91.91 ha) of the site in fee
simple. The remaining 1.99 acres (0.81 ha) are in a conservation easement. The
following report describes the Five Mile Branch site in detail and proposes methods for
accomplishing stream and wetland restoration to provide compensatory stream and
wetland mitigation for impacts resulting from present and future development activity.
I*
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EXISTING AND HISTORIC CONDITIONS
The Five Mile Branch Stream and Wetland Restoration Site comprises 12 adjacent
parcels (see Table 2 for parcel information) totaling approximately 229 acres (92.67
ha). The site is in the Township of Cool Springs in eastern Iredell County, North
Carolina, on the Statesville East, NC, 7.5-minute U.S. Geological Survey (USGS)
topographic quadrangle (Figure 1). It is bordered to the north by Interstate 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 agricultural
fields planted in row crops.
Entering the site, Beaver Creek is a fourth-order stream and Fifth Creek a third-order
stream. Exiting the study area, Fifth Creek is a fourth-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 2) Several areas at the site exhibit woody vegetation, apparently due to
those areas' being too wet to plow. Three of these areas potentially qualify as
jurisdictional wetlands.
Beaver Creek originates northeast of Statesville, draining approximately 10.7 square
miles (2,771.29 ha), and flows eastward to its convergence with Fifth Creek at the site.
Fifth Creek originates north of Statesville, draining approximately 13.9 square miles
(3,600.08 ha), and flows eastward, under I-40, and enters the study area from the north.
Fifth Creek converges with Beaver Creek just west of Swann Road (SR 2167) and then
flows eastward across the study area. Fifth Creek leaves the site and continues to flow
eastward until it converges with the South Fork of the Yadkin River near the
interchange of Interstate 40 and U.S. Highway 64 in eastern Iredell County.
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.
•
Currently, the majority of the site north of Beaver Creek and Fifth Creek
(approximately 160 acres [64.75 ha]) is in row-crop production. Typically, field corn
is planted in the spring and summer and wheat is planted in the fall and winter.
Approximately 70 acres (28.33 ha) of the site south of Beaver Creek and Fifth Creek
are forested. Two acres (0.81 ha) near the downstream end of the site and south of
Beaver Creek are used as cattle pasture.
Historic Land Uses
Research indicates that the site has been in agricultural use for more than 50 years.
Aerial photography from 1956 shows the site as being very similar to its current
condition. The agricultural 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. 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.
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 step 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
(msl) at the upstream end of the Five Mile Branch project area to 720 feet (219.46 m)
msl at the downstream end. The highest adjacent elevations to the southeast and
northwest are approximately 850 feet (259.09 m) msl and 800 feet (243.84 m) msl,
respectively.
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
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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.
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
j 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 (MRCS) 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
j 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. Descriptions of the eight soil series mapped by NRCS are included in
Table 3.
i
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
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approximately & feet (2.4 m) along three transects. One of the soil cores located
approximately 20 feet (6.1 m) north of Beaver Creek contained un-weathered 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 of the other soils cores investigated contained enough un-weathered gravel to
suggest the relocation of either of the channels. Therefore, it cannot be confirmed if
either of the creek channels have been relocated. Figure 4 shows the location of the
deep and shallow soil profiles. Appendix A contains the descriptions of the shallow
soil cores. Appendix B contains the descriptions of the deep soil cores.
Plant Communities
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: Piedmont/Mountain
Bottomland Forest and agricultural/disturbed lands.
Piedmont/Mountain Bottomland Forest
Piedmont/Mountain Bottomland Forest communities can be found in a wide variety of
alluvial landscapes within the Piedmont. Most are on floodplain ridges and terraces,
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 of wetness, related to the height of ridges or
terraces 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.
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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. rubra), ironwood
(Carpinus caroliniana), and American holly (Ilex opaca). The shrub layer is
somewhat thick in locales and includes possumhaw (Viburnum nudum), silky dogwood
(Cornus ammomum), tag alder (Alnus serrulata), black willow (Salix nigra), flowering
dogwood (C, florida), deerberry (Vaccinium stamineum), elderberry (Sambucus
canadensis), strawberry bush (Euonymus americanus), multiflora rose (Rosa
multiflora), spicebush (Lindera benzoin), and Chinese privet (Ligustrum sinense). The
herbaceous and vine strata include yellowroot (Aanthorhiza simplicissima), blackberry
(Rubes 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.).
AgdculturaUDisturbed Lands
The agricultural/disturbed lands community is characterized by human influences and
artificial surfaces related to agricultural, commercial, and residential development;
roadways; and other areas that have been manipulated. Vegetation associated with this
community is kept in an early state of succession by regular mowing, plowing, or other
maintenance. Cattle are allowed to graze a small portion of the study area near the
southeastern end. This community occurs in the agricultural areas present throughout
the site.
Corn and wheat have been the primary crops within the study area for the past 20
years. The land has been less intensively farmed in the past years, and some areas left
fallow have been allowed to vegetate naturally. In these areas, goldenrod (Solidago
spp.) and other asters dominate, with herbs such as fescue (Festuca sp.), crabgrass
(Digitaria sp.), Bermudagrass (Cynodon sp.), paspalum (Paspalum sp.), bent grass
(Agrostis sp.), healall (Prunella vulgaris), henbit (Lamium amplexicaule), plaintain
(Plantago sp.), and horsenettle (Solanum carolinense) also present.
Water Resources
All water resources at the Five Mile Branch site are part of the Yadkin-Pee Dee River
10 Basin. The Yadkin-Pee Dee basin is the second-largest river basin in the state,
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covering approximately 7,213 square miles (18,681.58 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] 2003), Fifth and Beaver Creeks are in USGS 8-digit
Hydrologic Unit 03040102 and North Carolina Division of Water Quality (NCDWQ)
Sub-basin 03-07-06.
All surface waters in North Carolina are assigned a primary water classification by the
state Department of Environment and Natural Resources (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, a set of water-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.
Hydrology
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 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 (Appendix C). 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
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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 reduce. 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.
Streams
There are two main streams (Beaver Creek and Fifth Creek) and five unnamed
tributaries located on the site. Beaver Creek runs about 5,925 LF (1,805.94 m) across
the site before converging with Fifth Creek. Fifth Creek runs approximately 6,610 LF
(2,014.73 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 square miles
(2,771.29 ha). Fifth Creek upstream of the confluence with Beaver Creek drains
approximately 13.9 square miles (3,600.08 ha). Fifth Creek at the downstream limit of
the project has a drainage area of approximately 26 square miles (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.
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 agriculture cropland. Past vegetation-
management practices have inhibited the establishment of woody vegetation on the
northern bank. To the south is a well-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
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occurred over the past few years. These events have caused severe bank "blow-outs"
on Beaver Creek, mainly near the upstream of the project.
Fifth Creek is very similar to Beaver Creek in dimension. Fifth Creek also is classified
as an E5 channel. Upstream (west) of Swann Road, Fifth Creek flows through the
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 agricultural fields. The southern stream bank has sparse woody
j vegetation. This is caused by the fact that the main land use south of Fifth Creek is
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 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
square mile (51.8 ha), and approximately 200 LF (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 further upstream.
UT at Chimney Lane enters Beaver Creek from the south immediately upstream of
Chimney Lane and is very similar to UT to Beaver Creek except that a portion of it
flows through a sparsely vegetated 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 I40. USGS maps and Figure 2 show it entering the site on the site. It
appears that it was realigned during the construction of I40.
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UT at Swann Road enters Fifth Creek from the north immediately west of Swann
Road. UT at Swann Road flows through the 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. ITT at Smiley is very similar to UT at
Chimney Lane in that it flows through an active cattle pasture. UT at Smiley is slightly
incised due to the stream bed's adjusting to the straightening of Fifth Creek.
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 United States Army
Corps of Engineers (USACE) has the responsibility for implementation, permitting,
and enforcement of the 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 D includes the wetland data
forms.
Wetland A is a depressional wetland located east of Swann Road and immediately
south of I40. The wetland probably formed in a borrow area used during the
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construction of or improvements to Interstate-40. Wetlan d A, the largest wetland at
1.44 acres (0.59 ha), is dominated by black willow, red maple, giant cane (Arundinaria
gigantea), blackberry, and goldenrod. Water was within 6 inches of the surface, and
there were sediment deposits and obvious drainage patterns throughout the wetland
during the field visit. The soils had a reduced matrix, with color 2.5 YR 511 and
oxidized root channels within the upper 12 inches (30.48 cm).
1
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. This wetland is dominated by sycamore, red maple,
multiflora rose, blackberry, and rush (Juncus spp.). The soil was saturated within 8
inches of the surface, and sediment deposits and water-stained leaves were evident
throughout the wetland. The soil had a reduced matrix with a color 2.5 Y 511 and
oxidized root channels within the upper 12 inches (30.48 cm).
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 is
dominated by sweetgum, red maple, giant cane, blackberry, greenbrier, muscadine
grape (Vitis rotundifolia), and Japanese honeysuckle. The soil was saturated within 2
inches (5.1 cm) of the surface, and sediment deposits and drainage patterns were
obvious in the wetland. The soil had a reduced matrix, with a color of 2.5 YR 511 and
oxidized root channels in the upper 12 inches (30.48 cm).
1 Wildlife Communities
Beaver Creek, Fifth Creek, and the unnamed tributaries provide lotic habitat. All on-
site streams are dominated by shallow, wide riffles with very few pools interspersed.
The shallow, wide riffles provide very poor aquatic habitat. At low flow, the riffles are
too shallow to provide overhead cover to aquatic organisms. At high flows, the
streambed becomes mobile. Because these are sand-dominated stream systems, the
pools usually occur where a channel obstruction causes increased velocities and shear
stress. The obstructions are caused by woody debris that has either fallen into the
stream or dislodged from an upstream beaver dam. Woody debris increases the habitat
values of pools by providing refugia and a solid substrate. These pools provide habitat
for various fish, reptile, amphibian, and insect species.
The North Carolina Department of Transportation conducted fish and benthic
macroinvertebrate surveys on the site in June 2004. A total of 13 fish species (ten from
Beaver Creek, eight in Fifth Creek upstream of Beaver Creek, and nine in Fifth Creek
downstream of Beaver Creek) were collected, with the bluehead chub (Nocomis
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leptocephalus) and creek chub (Semotilus atromaculatus) being the most abundant
(Medlin 2004). A total of 63 macroinvertebrate species 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. Copies of the reports are included in
Appendix E.
Most of the drainage ditches are dry during the summer, the exception being the ditch
system immediately downstream of Swann Road. A beaver dam near the confluence
of this ditch and Fifth Creek has water ponded in several hundred feet of this ditch.
This beaver pond provides habitat for various birds, mammals, fish, reptile, amphibian,
and invertebrate species.
Typically, the majority of the site was planted in corn during the summer and wheat in
the winter. This type of monoculture provides very little wildlife habitat due to its low
diversity. The main wildlife use provided by the row crops would be foraging habitat
for species inhabiting adjacent forested areas. The forested areas to the south, east, and
west provide habitat for various wildlife species. The young, woody vegetation along
the drainage ditches provides a habitat utilized by avian and mammal species, while the
ditches themselves and the streams provide aquatic habitat for fish, reptiles, and
amphibians. Table 4 provides a list of wildlife species observed on the site.
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 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 (Appendix F) that
recommends construction activities be monitored by an NCDOT archaeologist.
Environmental Hazards
ARCADIS subcontracted Environmental Data Resources, Inc. (EDR) to conduct a
search of applicable and accessible databases for any environmental hazards occurring
at or near the site. Federal, state, and local databases were searched using a designated
radius to locate any regulatory history of environmental problems on the site or
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neighboring areas that could have an adverse impact on the site. The database search
concluded that no known environmental hazards exist at or near the site (ARCADIS
1999). ARCADIS personnel noted no potential environmental hazards during field
reconnaissance. Household waste and appliances were observed near the Swann Road
and Chimney Lane bridges.
Protected 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). A list of special-status species for Iredell County was
obtained from the NCNHP Web page (Table 5). There are 27 special-status species
listed in Iredell County, of which three are federal species of special 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
The Allegheny wood rat (Neotoma magister), tall larkspur (Delphinium exalatum), 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).
Gage Station Survey
In order to confirm the correct bankfull determinations were made at the restoration
site, a USGS Gage station 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, and 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 return
interval for the bankfull flow was determined to be one year. Therefore, it is expected
that the correct bankfull indicator was identified.
0
14
Restoration Plan
Report
Reference Conditions
9
REFERENCE CONDITIONS
Reference Stream
Rosgen defines a reference reach as a river segment that represents a stable channel
within particular valley morphology (1998). The reference reach is used as a baseline
to develop natural-channel design criteria based upon measured morphological
relationships associated with the bankfull stage for a specific stable stream type.
Specific data on stream channel dimension, pattern, and profile are collected and
presented by dimensionless ratios. The data collected is used to predict what the stable
pattern, profile, and dimension should be for a restored stream in a similar valley type.
ARCADIS spent nearly 80 hours in the field searching for reference reaches. The
search began by reviewing USGS topographic maps within the same hydrologic unit as
the restoration site. The order in which streams for further field investigations were
selected on the topographic maps was to first identify a stream in a wooded area. Then
it was determined if the potential reference reach was in the same valley type. If a
stream met both of these requirements, it was included in the list of streams scheduled
for a field visit. Ease of access determined the order in which potential reference
reaches were accessed in the field. Those located immediately upstream or
downstream of a road were visited first.
Initially, stream order played an important role in the search for a reference reach.
Third- and fourth-order streams meeting the above criteria were investigated first.
None of the higher-order streams that were investigated were in reference-reach
condition. All were incised, with vertical banks and low sinuosity. It was determined
that to find a suitable reference reach in a reasonable amount of time, first- and second-
order streams needed to be investigated. Since one of the main components of natural-
channel design is the development of dimensionless ratios, the order of the reference
reach is not critical.
ARCADIS identified and surveyed a reference stream within the same USGS
hydrologic unit (03040102) as the restoration site. See Figure 5. An unnamed
tributary to Fourth Creek near the Iredell and Rowan county line served as the
reference reach for the Five Mile Branch Restoration Site. The reference reach is a C5
stream type located in a Valley Type VII (Rosgen 1996). The elevation at the reach of
stream studied is around 750 feet (228.6 m) msl. The highest point in the stream's
watershed is 800 feet (243.84 m) msl. Morphological data from the reference reach are
presented on Appendix H Sheets 3D-3H.
15
Restoration Plan
Report
Reference Conditions
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 6).
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.
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 groundwater monitoring
gauges were installed April 14, 2005. These gauges were downloaded the same time
as the gauges located within the restoration site.
The National Wetlands Inventory (NWI) has mapped the existing bottomland
hardwood forest at the reference wetland site as Palustrine Forested (PFOIA). Steep
slopes border the site to the south, and a well-developed natural stream levee
associated with Fourth Creek has developed to the north. There is no stream within
this approximately 6.5-acre (2.63-ha) wetland. Water entering the site is either from
rainfall or a small, ephemeral channel at the southwestern corner of the site. Once
within the wetland, this ephemeral channel does not develop into a larger stream.
These factors have created a basin with a minimal surface outfall.
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.
The dominant vegetation within the reference wetland site is swamp chestnut oak, silky
dogwood, and red maple. Detailed information concerning the wetland is included in
the wetland data form in Appendix G.
16
Restoration Plan
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Proposed Site Conditions
PROPOSED SITE CONDITIONS
Streams
Restoration opportunities at the Five Mile Branch site include stream restoration,
stream preservation, wetland restoration, and wetland enhancement. Appendix H
Sheets 3D-3H show all the morphological characteristics, and all design aspects are
shown in Appendix H Sheets 5-16.
Beaver Creek
The entire length of Beaver Creek will be relocated through the adjacent agriculture
field, closely resembling a Priority I type restoration. A natural, stable C5 stream,
based on the above reference reach, will be reestablished. Grade control will be
established and maintained with the incorporation of boulder cross vanes. Banks will
be stabilized with the use of boulder vanes, boulder J-hook vanes, root wads and
vegetation mats. These structures will also establish and maintain a riffle pool
sequence that will improve in-stream habitat. Habitat improvements are discussed
below. The design would result in approximately 7,467.3 LF (2,276 m) of stream
restoration on Beaver Creek.
In order to compare the performance of rootwads versus boulder structures, three bends
of Beaver Creek will be lined with rootwads. No boulder structures will be used in the
bends. The root wads will extend from the beginning (point of curvature) of the bend
to the end (point in tangent). Three bends with similar radii of curvature (59 feet (18
m), 59 feet (18 m), and 63 feet (19.2 m]) were selected. This way the performance of
similar bends is being compared. The bends are separated by at least one bend with
boulder structures to reduce the influence of one root wad lined curve on the next. The
performance of the rootwad lined bends will be monitored and documented throughout
the monitoring.
Fifth Creek
Restoration on Fifth Creek will be almost identical to Beaver Creek in that almost its
entire length will be relocated in the adjacent agriculture field, the exception being the
section near and under Swann Road. This section will be maintained in its current
state. This will ensure that the bridge and its support structures are not accidentally
damaged during construction. The same restoration practice utilized on Beaver Creek
will be applied to Fifth Creek The design would result in approximately 8,978.1 LF
(2,736.5 m) of stream restoration on Fifth Creek.
17
Restoration Plan
Report
Proposed Site Conditions
As with beaver Creek, three bends on Fifth Creek are being lined with root wads to
document their performance versus boulder structures. The three bends have radii of
76 feet (23.16 m), 76 feet (23.16 m), and 79 feet (24.07 m).
UT at Swann Road
As with Beaver and Fifth creeks, UT at Swann Road will also be relocated through the
adjacent agriculture fields. Since UT at Swann Road is located in the same valley type
and a C5 stream is being restored, the design is based on the same reference reach as
Beaver and Fifth creeks. However, the last 70 feet (21.34 m) of the UT need to be
stepped down at the confluence with Fifth Creek. At this location, a B5 step-pool
system will be established. Channel dimension was based on a width to depth ratio of
12.0, and vane spacing of 8.1 feet (2.47 m) was calculated using Rosgen's spacing and
vane length equations (Rosgen 2001). The design would result in approximately 905.2
LF (275.9 m) of stream restoration on the UT.
UT to Beaver Creek
No restoration work will take place on UT to Beaver Creek As discussed above in the
Existing Conditions section, this UT appears stable and will be preserved within the
State's property. The only work that will occur is an oxbow pond will be constructed
in Beaver Creek at the confluence with the UT. An outlet to the newly constructed
Beaver Creek will be included. The outlet will be appropriate armored to prevent
head-cutting. Woody debris will also be incorporate into the oxbow pond to the extent
practicable. Approximately 200 LF (60.96 m) of the UT will be preserved.
UT at Chimney Lane
Since Beaver Creek is being relocated to the north, the UT at Chimney needs to be
extended to the new confluence. A B5 stream type will be constructed to make the
connection. As with the UT at Swann Road, a width to depth ratio of 12 was used in
the design and Rosgen's pool to pool spacing equation was used to determine the
location of pools as well as structures. Approximately 285.2 LF (86.9 m) of the UT
will be restored.
UT at Smiley
As with the UT at Chimney Lane, the UT at Smiley needs to be lengthen to intersect
with the newly realigned Fifth Creek. The same design process utilized on the UT at
Chimney Lane was implemented on the UT at Smiley. A B5 stream type will be
18
Restoration Plan
Report
Proposed Site Conditions
constructed, using a width to depth ratio of 12 and Rosgen's pool to pool spacing
equation. Approximately 105.1 LF (32 m) of the UT will be restored.
Stream restoration will significantly improve in-stream habitat on all streams on site.
As described above in the Existing Conditions, Beaver and Fifth creeks lack in-stream
habitat. The restoration will create riffle-pool sequences that currently do not occur on
site. The rock structures will also provide a stable substrate for aquatic organisms to
attach as well as providing cover. The stable boulder and root wads will also provide a
substrate to catch and accumulate leaf litter within the channel. This leaf litter is not
only the primary food source for benthic macroinvertebrates, but it also provides a
more diverse habitat for a more diverse aquatic community.
One of the concerns of the stream restoration plan was the low radius of curvature to
bankfull width ratios (Rc ratio). Typically an Re ratio between 2.0 and 3.0 is
considered acceptable with regard to constructability and bank stability. The Re ratios
of the reference reach ranged between 1.2 and 1.6. The concern with such a small Rc
ratio will be curves with tight radii, resulting in an increased near-bank shear stress on
the outside bank and the potential for accelerated bank erosion. Typically, the Re ratio
Since the Re ratio for all curves in the design is 2.0 or less, emphasis is placed on
protecting the outside of the bends. Utilizing in-stream boulder structures to divert
velocity vectors away from the stream banks, incorporating rootwad structures in
strategic locations, and using erosion control matting will accomplish this. The
boulder structures and root wads will be supplemented with native vegetation mats.
The vegetation mats will be harvested from the existing drainage ditches, which will be
filled as part of the wetland restoration plan. The most important components of the
vegetation mats are the associated root masses. The root masses will provide
immediate protection for the bends. Care will be taken to excavate the vegetation mats
,
vegetation that is established around the reference reach. A search of bank the shear NCDOT's
reference reach database showed an average Re ratio for all reference reaches to be stress. 2.0
a range between 0.45 and 4.8. The search of the database was narrowed to C-type
streams in the Piedmont. Three streams on the database fit this category. The Re ratio
'averaged 1.5 and ranged from 0.6 to 2.5. Based on comparison of the Five Mile
on The reconcernference about reaches is using an lower Re than 2ratio.0 - less 3.0. than 2.0 This is is due in increased part to near- the mature
Branch reference reach to NCDOT's database, the proposed Rc ratio is well within the
range. However, it was decided to slightly increase the maximum Re ratio used for
design from 1.6 to 2.0 to provide a larger range of radii because of the potential bank
stability concerns previously discussed.
with This increased shear stress often results in bank erosion on the outside of the bend.
19
Restoration Plan
Report
Proposed Site Conditions
to an appropriated depth to ensure that the root masses are live and intact. In areas
where the new channel meanders into the existing channel (due to topographic
constraints), existing vegetation on the southern bank will be maintained to the extent
possible in order to provide immediate bank protection.
Incorporating boulder structures, rootwads, and vegetation will create habitat diversity
as well as providing bed and bank stability. As described above, the majority of the
existing channel is a shallow riffle/run at low flow. There are very few deep pools.
The boulder structures create pools and provide a stable substrate for aquatic
organisms.
All areas disturbed by construction activities will be seeded with a temporary erosion
control mixture as well as a permanent seed mixture. A 100-foot- (30.48-m-) wide
buffer area surrounding the restored streams will be replanted with native tree species.
Prior to replanting, areas compacted by construction activities will be ripped to a
minimum depth of 12 inches (30.48 cm). Table 6 discusses the plant species that will
be planted on the site and Figure 7 depicts the planting zones.
Sediment Transport
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 beaver dams or an erosion-resistant subpavement material. The beaver
dams appear to 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 of the dams appear to be providing grade control and temporary bed
stability. Another possibility is that the streambed itself is not easily erodable.
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.
The existing stream power ranges from 1.26 to 3.13 pounds per foot per second
(lbs/ft/sec) [1.89 to 4.7 kg/m/sec] and appears to be too high. In order to reduce the
20

stream power, the channel slope was decreased and the channel width was increased in
the design. This reduced the stream power to between 0.63 and 1.46 lbs/ft/sec (0.93
and 2.19 kg/m/sec). Shear stress calculations were performed to fin-ther assess the
sediment transport capabilities of the designed channel.
A benefit of using shear stress is that a particle size capable of moving at a given shear
can be obtained from the Shields curve (Leopold, Wolman and Miller 1964). The
shear stress of the proposed channel ranges from 0.20 to 0.46 pounds per square foot
(lbs/fF) [0.98 to 2.25 kg/m). This shear can move particles between 0.6 and 1.4 inches
(15 and 35 mm), respectively, which is around the D84 and D95 of the channel bed
material. This validates that the proposed channel will be stable given that the new
substrate is the same as the existing.
Water Surface Profiles
Changes in the stream channels and floodplains could create additional backwater
upstream of the project and an increase or decrease in sediment transport. ARCADIS
used HEC-RAS version 3. 1.1 software to determine the effect the design would have
on the water-surface elevations for the bankfull, 10-year, 50-year, and 100-year flow
events.
Four existing-condition models were created: one using bankfull flow, the others using
10-year, 50-year, and 100-year flows. The bankfull flow was determined by adjusting
flow quantities until the water-surface elevation closely matched the bankfull
indicators observed in the field. The resulting flow was compared with North Carolina
rural Piedmont regional curves (Harman 1999) and found to be within the 95 percent
confidence limits. The 10-year, 50-year, and 100-year flow quantities were determined
using USGS Water Resources Investigations Report 01-4207 (11/01 rev.)
Four models were analyzed using the proposed channel design and the results
compared with the existing conditions. The water-surface elevation generated using
the bankfull flow raised the water-surface elevation 0.3 foot (9.1 cm) at the upstream
end of Fifth Creek and 1.1 foot (33.5 cm) at the upstream end of Beaver Creek.
However, both increases stayed within the channel banks upstream of the project
limits.
The other three proposed models used the same 10-year, 50-year, and 100-year flows
in the existing conditions. The proposed models account for an increased roughness of
the floodplains due to proposed floodplain plantings. All three models showed no rise
Restoration Plan
Report
Proposed Site Conditions
21
Restoration Plan
Report
Proposed Site Conditions
at the upstream end of Beaver Creek and a 0.1-foot (3-cm) rise at the upstream end of
Fifth Creek.
The option of installing floodplain culverts at the Swann Road Bridge was
investigated. The concept of the floodplain culverts is to reduce backwater upstream of
the bridge and subsequently reduce the scour under and downstream of the bridge
during high flows. Two options were studied. One option was the installation of two
84-inch (2.13-m) reinforced concrete pipes (RCP) on each floodplain under Swann
Road. The other was the installation of two triple-box culverts (9-foot [2.7-m] span by
6-foot [1.8-m] rise) at the same locations. Neither structure flowed full during the 100-
year storm event. Using the 100-year event, flow under the bridge was reduced to 93
percent using RCPs and to 74 percent using the triple-box culverts. Of the alternatives,
the two triple-box culverts performed better. The inclusion of the floodplain culverts is
still being investigated.
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 Existing Conditions Section 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.
Hydrology will be increased in the area by filling the majority of the drainage ditches
and raising the streambed elevation. The existing monitoring-gauge data indicates the
hydrology of the floodplain is controlled by the ditch elevations. Filling the ditches
will raise the groundwater to within 12 inches (30.5 cm) of the surface. The ditch that
begins around Wetland A and continues easterly will not be filled. This ditch has a
beaver dam and lodge on it. Also there is some type of drainage structure located
within Wetland A. The structure appears to be associated with I-40, although a review
of I-40 design files did not identify it. It was decided to maintain existing drainage
22
Restoration Plan
l? Report
Proposed Site Conditions
patterns in this area by not filling the ditches and minimizing disturbance to the
beavers. All design aspects are shown on Appendix H Sheets 5-16.
Floodplain Pools
Floodplain pools or vernal 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 from less than 0.1 acre (.04 ha) to approximately 1.8 acres (0.7 ha). 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.
A permanently flooded pool (oxbow pond) will be constructed in a section of Beaver
Creek's abandoned stream channel. The majority of the old channel will be filled and
replanted. However, in this location, the old channel will remain open. The oxbow
pond will be located where a tributary feeds into the old channel, providing a semi-
permanent source of water. The main intent of the permanently flooded ponds is to
increase habitat diversity. The ponds will also provide an area for resident beavers to
construct their lodges. The ponds need to be of adequate depth for beaver to construct
the lodge with a submerged entrance. The goal is to deter beaver from building dams
on the new channel. Beaver activity has the potential to compromise the performance
of stream restoration activities.
The storm water drainage patterns around I40 will be maintained. During a survey of
the drainage patterns of I40 north of the site, it was determined that storm water enters
the site by way of sheet flow and grassy swales. There is no location of concentrate
storm water flow that would justify the construction of a detention basin/storm water
wetland.
All design aspects are shown on Appendix H Sheets 5-16.
23
Restoration Plan
Report
0'
Uplands
The uplands are located in areas of higher elevation than the bottomland hardwood
forest. These upland areas will not be planted and will be allowed to develop through
natural secession.
Site Access
Access to the site will be required not only during the construction phase of the project,
but also needs to be maintained during the monitoring period. The existing access
locations from Chimney Lane and Swann Road will be maintained. The Chimney
Lane access will be slightly modified. The design calls for the filling of Beaver Creek
and the removal of Chimney Lane, including the bridge (with NCDOT's approval) on
the restoration site. Chimney Lane will terminate at the southern property line. Two
at-grade stream crossing will constructed to provide access to the north and south sides
of Beaver Creek; one on the UT at Chimney Lane and one on Beaver Creek.
The existing access at Swann Road will be maintained and an at-grade stream crossing
will be constructed on the UT at Swann Road. This will provide access to both sides of
the UT at Swann Road as well as the north side of Fifth Creek upstream of Swann
Road. Access to the north side of Fifth Creek downstream of Swann Road will be
provided by constructing and new access road opposite of the existing access. It is
expected that access to the south side of Fifth Creek downstream of Swann Road will
be attained by an existing access point located on Mr. William Robertson's property.
This access point is currently use to access a hay field and has been used by ARCADIS
in the past. An agreement between Mr. Robertson and EEP will need to be negotiated.
9
Proposed Site Conditions
24
Restoration Plan
Report
0 References
REFERENCES
ARCADIS. 2001. Stream and Wetland Mitigation Feasibility Study, Phase H, Five
Mile Branch, Iredell County, North Carolina.
ARCADIS. 1999. Wetland and Stream Mitigation Feasibility Study, Five Mile
Branch, Iredell County, North Carolina
Biebighauser, T.R. No Date. A Guide to Creating Vernal Ponds. USDA Forest
Service
Cawthorn, J.W., and V.S. Jenkins. 1964. Soil Survey of Iredell County, North
Carolina. Soil Conservation Service (SCS).
Environmental Laboratory. 1987. Corps of Engineers Wetland Delineation Manual,
Technical Report Y-87-1. United States Army Engineer Waterways
Experiment Station, Vicksburg, MS.
Harman, W.H. et al. 1999. Bankfull Hydraulic Geometry Relationships for North
Carolina Streams. AWRA Wildland Hydrology Symposium Proceedings.
Edited By: D.S. Olsen and J.P. Potyondy. AWRA Summer Symposium.
Bozeman, MT.
Herring, Kathy. 2004. Memo to Ed Hajnos.
Leopold, L.B. et. al. 1964. Fluvial Processes in Geomorphology. W. H. Freeman and
Company, San Francisco, CA.
Medlin, Neil. 2004. Memo to Ed Hajnos.
North Carolina Department of Environment and Natural Resources (NCDENR),
Basinwide Information Management System (BIMS) web page
htta://b2o.enr.state.ne.us/bims/Reports/reportsWB htr l accessed on 12/31/03
North Carolina Department of Environment and Natural Resources (NCDENR). 2003.
Yadkin Pee-Dee River Basinwide Water Quality Plan. Prepared by the North
Carolina Division of Water Quality, Water Quality Section.
North Carolina Division of Land Resources (NCDLR). 1985. Geologic Map of North
Carolina (North Carolina Geological Survey), Raleigh, NC.
25
Restoration Plan
Report
References
Rosgen, D.L. 2001. The Cross-vane, w-weir and i-hook structures... Their description,
design and application for stream stabilization and river restoration. ASCE
conference, Reno, NV, August, 22 pp.
Rosgen, D.L. 1997. A Geomorphological Approach to Restoration of Incised Rivers.
Proceedings of the Conference on Management of Landscapes Disturbed by
Channel Incision. ISBN 0-937099-05-8.
Rosgen, D.L. 1996. Applied River Morphology. Wildland Hydrology, Pagosa
Springs, CO. 400 pp.
Rosgen, D L. 1994. A Classification of Natural River. Catena, Volume 22: 166-169,
Elsevier Science, B. V. Amsterdam.
Rosgen, D.L. 1993. Applied Fluvial Geomorphology, Training Manual. River Short
Course, Wildland Hydrology, Pagosa Springs, CO. 450 pp.
Rosgen, D.L,. and H. L. Silvey. 1998. Field Guide for Stream Classification.
Wildland Hydrology, Pagosa Springs, CO. 195 pp.
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.
United States Geological Survey. 7.5-Minute topographical quadrangle map,
Statesville East, North Carolina.
26
0 Table 1. Stream and Wetland Restoration Amounts, Five Mile Branch Stream and Wetland
Restoration Plan
Stream
Restoration (If) Stream
Preservation (If) Piedmont/Mountain
Bottomland Forest
Restoration (acres) Piedmont/Mountain
Bottomland Forest
Enhancement (acres)
Beaver Creek 7,364.3
Fifth Creek 9,128.2
UT @ Swann Road 903.1
UT @ Chimney Lane 285.2
UT @ Smiley Property 105.1
UT to Beaver Creek 200.0
Wetlands 91.4 1.9
TOTAL 17,785.9 200.0 91.4 1.9

Table 2. Parcel Information - Five Mile Branch Stream and Wetland Restoration Plan

Deed
PRESENT OWNER Book/Page PIN ACRES
NCDOT 1380/1004 4776232777 12.74
NCDOT 1357/731 4776347916 72.54
NCDOT 1501/2657 4776467146 1.52
NCDOT 1481/1672 4776573189 50.1
NCDOT 1543/1986 4776462500 4.01
NC State Highway Commission 435/95 4776464889 2.25
NCDOT 1501/2666 4776562540 0.58
NCDOT 1491/854 4776677445 8.14
NCDOT 1357/731 4776871915 35.68
NCDOT 1481/1667 4776988710 39.56
Dorothoy Freeze Smiley* 612/682 4776970246 0.925
Robert Allen Freeze* 1188/224 4776978680 1.065
TOTAL 229.11
*Conservation Easement
Source: 03/24/05 Iredell County online GIS
0
G:%TRA\601017-1\WP\ReportlTablel ParcelData
Table 3. Soil Mapping Units - Five Mile Branch Stream and Wetland Restoration Pl
an

Unit Series Name Slope Characteristics
AfB/ Altavista fine sandy loam 2-6% Moderately well drained to well drained soils with moderate permeability

Af132 ,
located on terraces associated with large streams. This soil formed from
alluvial material and has a subsoil texture that ranges from sandy day to clay.
Due largerly to low amounts of organic matter the fertility in this soil is poor.
CsE/ Cecil soils 15-25%
CsE2 Well drained soils with moderate permeability and are located on side slopes
that border deeply cut drainageways. Erosion is a major hazard with the depth
to bedrock rarely more than 36 inches from the surface.
Cw Chewacla soils 0-6% Somewhat poorly drained soils with moderately rapid permeability and are
located on nearly level to gently sloping floodplains along major and minor
streams. These soils formed from recent alluvial deposits and the subsoil can
often be found as stratified. Frequent flooding is a hazard due to its location
on the landscape. Wehadkee soils, which are hydric soils, are often
associated with Chewacla soils because of its occurance throughout this map
i
unit in microtopographic depressions.
LfB2/ Lloyd loam 2-6% Well drained soils with moderate permeabilityand a friable fine sandy loam
LfC21 6-10%
LfD2/ surface texture. This soil is found on gently sloping ridges, rolling ridges, or on
10-15% side slopes that border drainageways. All of the Lloyd fine sandy loam soils
within the project area have been severely eroded from past agricultural
activities.
• LmC2/ Lloyd fine sandy loam 6-10% Well drained soils with moderate permeability located on rolling ridges or side
LmD2 10-15% slopes. Pebbles or stones can be common within the top 18 inches of the soil
profile. Also, this soil has been severely eroded within the project area and
gullies can be common.
Mn Mixed Alluvial Land, wet 04% This map unit includes a mixture of Chewacla, Wehadkee, Congaree, and
significantly disturbed soils. It typically has a significant amount of sand
throughout the profile due primarily to ovenvash. The seasonal high water
table is near the surface and peremability is somewhat poor to very poor. This
map unit was not used by ARCADIS during the revised soil profiling.
St Starr loam 2-6% Well drained soils with moderate permeability, located on gently sloping land,
along toe slopes, and in small depressions on uplands. This soil was formed
from depostion of local alluvium and collvium washed from surrounding soils.
The surface layer texture is a friable loam and the texture of the subsoil is a
friable clay loam or silty clay loam. Occasional overwash is the only hazard.
We Wehadkee silt loam 0-4% Poorly drained soils with moderate to slow permeability, located along the
nearly level bottoms associated with medium to small sized streams. This
soils type can also occur as in inclusion within Chewacla or Congaree soils.
The parent material consists of recent alluvium resulting from frequent
overflow, which is the primary hazard. Gray mottling is present throughout the
profile due to the high year-round water table. Drainage is required for
agricultural use. When Wehadkee soils are properly drained they often appear
and function like Chewacla and Congaree soils.
G:1TRA1601017-11WP1ReporllTab2 Soils
Table 4. Wildlife Species Observed On Site - Five Mile Branch Stream and Wetland
Restoration Plan
0

Common Name Scientific Name
Mammals
White-tailed Deer
Beaver 1
Rabbit
Raccoon'
Virginia Opossum'
Domestic Dog
Domestic Cat
Red Fox l
Birds
Canada Goose
Wood Duck
Wild Turkey
Black Vulture
Turkey Vulture
Redwing Blackbird
Carolina Wren
White Throated Sparrow
Northern Cardinal
Red-tailed Hawk
Osprey
American Crow
Northern Mockingbird
Mourning Dove
Snipe
Reptiles
Snapping Turtle
Box Turtle
Common Garter Snake
Northern Water Snake
Amphibians
Chorus Frog
American Toad
Odocoileus virginianus
Castor canadensis
Sylvilagus floridanus
Procyon lotor
Didelphis virginiana
Canus lupus familiaris
Felis silvestris
Vulpes vulpea
Branta canadensis
Aix sponsa
Meleagris gallopavo
Coragyps atratus
Cathartes aura
Agelaius phoeniceus
Thryothorus ludovicianus
Zonotrichia albicollis
Cardinalis cardinalis
Buteo jamaicensis
Pandion haliaetus
Corvus brachyrhynchos
Mimus polyglottos
Zenaida macroura
Capella gallinago
Chelydra serpentina
Terrapene carolina
Thamnophis sirtalis
Nerodia sipedon
Pseudacris triseriata
Bufo americanus
G:\TRA\604017_FiveMile\WP\Report\Tables\Table4 Wildli fe.doc
Common Name Scientific Name

Fish
Mosquito Fish
Rosyside dace2
Highback chub2
Bluehead chub2
Redlip shiner2
Creek chub2
White sucker2
Striped jumprock2
Snail bullhead2
Bluegi112
Redbreast2
Largemouth bass2
Tessellated darter2
Fantail darter2
Gambusia Spp.
Clinostomus funduloides
Hybopsis hypsinotus
Nocomis leptocephalus
Notropis chiliticus
Semotilus atromaculatus
Catostomus commersoni
Scartomyzon rupiscartes
Ameiurus brunneus
Lepomis macrochirus
Lepomis auritus
Micropterus salmoides
Etheistoma olmstedi
Etheistoma flabellare
'Observed evidence.
2Collected by NCDOT.
G:\TRA\604017_Fi veM i le\ W P\Report\Tab les\Table4 W i Id l i fe.doc
Table 5: List of Federally and State Protected Species - Five Mile Branch Stream and Wetland
Restoration Plan
0
Common Name Scientific Name State Status Federal Status
Aquatic Resources
Invertebrates
Highfin Carpsucker Carpiodes velifer SC
Santee Chub - Piedmont Population Cyprinella zanema pop. 1 SR
Terrestrial Resources
Vertebrates
Allegheny Wood Rat Neotoma magister SC FSC
Loggerhead Shrike Lanius ludovicianus ludovicianus SC
Bog Turtle Clemmys mulenbergii T T(S/A)
Invertebrates
Cahaba Sand-filtering Mayfly Homoeoneuria cahabensis SR
A mayfly Macdunnoa brunnea SR
White Sand-river Mayfly Pseudiron centralis SR
Nonvascular Plants
Budding Tortula Rhachithecium perpusillum SR-D
Vascular Plants
Piedmont Indigo-bush
Thin-pod White Wild Indigo
American Barberry
Alabama Grape-fern
Cone-shaped Sedge
Necklace Sedge
Tall Larkspur
Eastern Shooting Star
Littleleaf Sneezeweed
Dissected Sneezeweed
Carolina Birdfoot-trefoil
Bigleaf Magnolia
Perennial Sundrops
Dwarf Chinquapin Oak
Elliott's Fan-petal
Virginia Cup-plant
Northern Cup-plant
Appalachian Golden-banner
Amorpha schwerinii
Baptisia albescens
Berberis canadensis
Botrychium jenmanii
Carex conoidea
Carex projecta
Delphinium exalatum
Dodecatheon meadia var. meadia
Helenium brevifolium
Helenium pinnatifidum
Lotus helleri
Magnolia macrophylla
Oenothera perennis
Quercus prinoides
Sida elliottii
Silphium connatum
Silphium perfoliatum
Thermopsis mollis sensu stricto
SR-T
SR-P
SR-T
SR-P
T
SR-P
E-SC
SR-P
E
SR-P
SR-T
SR-P
SR-P
SR-P
SR-P
SR-T
SR-P
SR-P
FSC*
FSC
G:\TRA\604017_FiveMi le\WP\Report\Tables\Table5T&E.doe
State Codes
E - Endangered - Any species or higher taxon of plant whose continued existence as a viable component of the
State's flora is determined to be in jeopardy
T - Threatened - Any resident species of plant which is likely to become an endangered species within the
foreseeable future throughout all or a significant portion of its range
SC- Special Concern - Any species of plant in North Carolina which requires monitoring but which may be collected
and sold under regulations adopted under the provisions of the Plant Protection and Conservation Act
SR- Significantly Rare - Species which are very rare in North Carolina, generally with 1-20 populations in the state,
generally substantially reduced in numbers by habitat destruction (and sometimes also by direct exploitation or
disease). These species are generally more common somewhere else in their ranges, occurring in North
Carolina peripherally to their main ranges, mostly in habitats which are unusual in North Carolina. Also
included are some species with 20-100 populations in North Carolina, if they also have only 50-100
populations rangewide and are declining.
-T - Throughout - These species are rare throughout their ranges (fewer than 100 populations total).
-D- Disjunct - The species is disjunct to NC from a main range in a different part of the country or world.
-P- Peripheral - The species is at the periphery of its range in NC. These species are generally more common
somewhere else in their ranges, occurring in North Carolina peripherally to their main ranges, mostly in
habitats which are unusual in North Carolina.
Federal Codes
FSC - A Federal species of concern - a species that nay or may not be listed in the future.
T(S/A) - Threatened due to similarity of appearance - A species that is threatened due to similarity of appearance
with other rare species and is listed for its protection. These species are not biologically endangered or
threatened and are not subject to Section 7 consultation.
* - Historic record - the species was last observed in the county more than 50 years ago.
Source: NCNHP, 2003.
0
10
G:\TRA\604017_FiveMile\WP\Report\Tables\Table5T&E.doe
i 1? 0
Table 6. Vegetation List - Five Mile Branch Stream and Wetland Restoration Plan
Vernal Pools' Stream banks'' Flood lain U land-
Herbaceous (seed) Cardinal flower
Lurid sedge Lobelia cardinally
Carex l
dd Jewelweed impatiens capensis Blue lobelia Lobela siphi!ltica Threadleaf coreopsis Coreopsis verticalata

Three-way sedge u
a
Oduchium arundinaceum Ironweed
Cardinal flower Vemonia noveboracensis
Lobelia cardinalis Swamp milkweek
Jew
lw
d Ascleplas incamata Butterfly weed Asclepias tuberosa

Lizard tail (br also)
Suarurtrs cemuus
Beebalm
Monarda didyma e
ee
ironweed Impatiens capensis
Vemonia noveboracensis Purple coneflower
Brown-eyed susan Echinacea purpurea
Rudbeckia hirta
Joe-pye-weed Eupatorium fistulosum Tall coreopsis Coreopsis tripteris Blazing-star Liatris spicata
Deer tongue Panicum clandestinum Tick-seed Bidens aristosa Indian grass Sorghastrum nutans
Bottlebrush grass
Switchgrass Hystrix patula
Panicum virgatum Blazing-star
Ri
r
t Liatris spicata Big bluestem Andropogon gerardii

River oats
'
Chasmanthium latifolium ve
oa
s
Deer tongue Chasmanthium latifolium
Panicum clandestinum Broomsedge
Little bluestem Andropogon virginicus
Schizachyrium scoparium
Gray
s sedge
S
ft
h Carex gray! Bottlebrush grass Hystrix patula Deer tongue Panicum clandestinum
o
rus Juncus effusus Switchgrass Panicum vkgatum
Leathery rush Juncus coriaceus Wild-rye Elymus virginicus
Soft rush Juncus effusus
Herbaceous False nettle Bohemeria cylindrica
(container/plug/bareroot' Duck potato (br) Sagittaria latifolia
Arrow arum (p?/br?) Peltandra virginica
Sensitive fern (c) Onoclea sensibilis
Cinnamon fern (c) Osmunda cinnamomea
Shrub Possumhaw
Tag alder Viburnum nudum
Alnus serrulata Tag alder
Silk
do
wood Alnus serrulata
C Pawpaw Asimina triloba Hazelnut Corylus americana
y
g
Elderberry omus ammomum
Sambucus canadensis Spice bush
Winterberry Lindera benzion
flex d
id Witch hazel Hamamelis virginlana
ec
ua Strawberry-bush Euonymus americana
Hazelnut Corylus americana Pinxterflower Rhododendron periclymenoides
Elderberry Sambucus canadensis
Arrow-wood Viburnum dentatum
Pinxterflower Rhododendron periclymenoides
Trees Black willow Salix nigra Black willow
Overcup oak Quercus lyrata River birch Salix nigra
Betula ni
ra Blackgum
S Nyssa sylvatica Bitternut hickory Carya cordiformis

Red maple Acer rubrum Green ash g
Fraxinus pennsylvanlca wamp chestnut oak
American elm Quercus michauxii
Ulmus americana Blackgum
Swamp chestnut oak Nyssa sylvatica
Quercus michauxii
Willow oak Quercus phellos River birch Betula nigra American elm Ulmus americana
Red maple
Tulip poplar Acer rubrum
Liriodendron tulipifera Green ash
Su
arberr Fraxinus pennsylvanlca
C
ld
l Black cherry Prunus serotina

Sweetgum
Liquidambar styraciflua g
y
Black cherry e
s
aevigata
Prunus serotlna Black walnut
Flowering dogwood Juglans nigra
Comus f/orida
Black walnut Juglans nigra Sounvood Oxydendron arboreum
Willow oak Quercus phellos Red mulberry Morus rubra
Flowering dogwood Comus florida Red maple Acerrubrum
Sourwood Oxydendron arboreum Shortleaf pine Pinus echinata
Red mulberry Morus rubra Sweetgum Liquidambar styraciflua
Red maple Acer rubrum White oak Quercus alba
Tulip poplar Linodendron tulipifera
Sweetgum Liquidambar styraciflua
Shortleaf pine Pinus echinata
' Vernal Pools - includes constructed depression and a 20 foot buffer; assumes deepest point will be open water and not planted.
" Stream bank - includes the area from the water line to top of bank and an additional 20-foot buffer.
-Upland - includes all areas with greater than a 5-foot rise in elevation above the average surrounding floodplain.
Floodpiain - all areas not included above in one of the above.
Restoration Plan
Report

Figures
11
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s
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ares?
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114 11:?'
0
0 1,500 3,000 6,000
Feet
SCALE: 1:24,000
Source: USGS Quadrangle Maps Statesville East and Cool Springs, NC
Prepared For VICINITY MAP Figure No.
Five Mile Branch
Cos ?'SCeTTI Stream and Wetland Restoration Site
t'al[1 tl;,t."i' llel3t Iredell County, North Carolina
0
0 0
Prepared For

(,.?•
L?
Scale: 1:8,282
Existing Conditions

Five Mile Branch

Figure No.
1msy tell] }
1'a? .at c?i
u 0 500 ?'OFeet Stream and Wetland Restoration Site 2
M Source: Iredell County GIS (2002) Iredell County, North Carolina
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e adet (f2 ti? , '
o
CsE Cecil soils, 15 to 25 /e slopes CO
CsE2 Cecil soils, 15 to 25 9'e slopes, eroded ° ect ?It fuz Cfnz
Cw Chewacla soils ao2 '
LfB2 Lloyd, loam, 2 to 6 % slopes, eroded 3 y crc2
LfC2 Lloyd, loam, 6 to 10 % slopes, eroded ; ?? ?' cft3 4? Wo '
LmC2 Lloyd, fine sand loam, 6 to 10 % slopes, eroded ; LEGEND ,Bt rfr i
sandy ? iftl) Creek
LmD2 Lloyd fine sandy loam, 10 to 15 % slopes, eroded Gt?uicf
St Mn Mixed Alluvial soils A Area V Area N ?C' ct?
Starr, loam a (? ?? . _ l:
N
NO SCALE w E
Source: Soil Survey of Iredell County North Carolina s
Prepared For
Soil Units Figure No.
Five Mile Branch
i
X cosystem • Stream and Wetland Restoration Site $
#?, !""!I' "A1101L Iredell County, North Carolina
VN
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ILI
1-4
0 1,500 3,000 6,000
Feet
SCALE: 1:24,000
Source: USGS Quadrangle Maps Statesville East and Cool Springs, NC
Prepared For Reference Reach Location
Figure No.
Five Mile Branch
?.i..t`ysteill Stream and Wetland Restoration Site 5
?',11[1?Iiii•CUICIA Iredell County, North Carolina

QT'd
0 ?`r
Reference Wetland

Q
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'W%\\ l1±\\--IX `:??c-?-1\\\?r;??//.'f.. Y1t'?1?1\\\\\Uv(fi{;ttlL?-: //11\ JIJIiU'11t; \'?71 `"`///l:V`7ltraC2s /i--? (4??
i
0 1,500 3,000 6,000
Feet
SCALE: 1:24,000
Source: USGS Quadrangle Maps Statesville East and Cool Springs, NC
Prepared For
Reference Wetland Location Figure No.
Five Mile Branch
COS!StCiil Stream and Wetland Restoration Site 6
'.13 I'll AX111(ni Iredell County, North Carolina
0 0 0
i
Appendix A
Shallow Soil Cores
0
0

Soil Profile Description Form

t Site Five Mile Branch Miti ation Site Date 4/23/2003
ff
ators ARCADIS K. Matthews Coun Iredell
Series Chewacla State North Carolina
Location West of confluence of Beaver and Fifth Creeks Plot S1

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
Al 0-7 5YR 4/6 clay loam few roots
A2 7-14 5YR 4/6 clay loam few fine roots, black streaking
Bwl 14-24 5YR 4/4 sandy clay loam friable
Bw2 24-34 7.5YR 4/6 7.5YR 5/8 few, medium, faint sandy loam top of water table at 24 inches
Btg1 34-36+ 1 0YR 3/2 clay

Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 4/23/2003
Investigators ARCADIS K. Matthews Count Iredell
Mapped Series Chewacla State North Carolina
Location Northeast of Well #7 Plot S2

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-18 5YR 4/8 clay loam

Btl 18-27 5YR 4/8 sandy clay loam medium black streaks

Bt2 27-33 5YR 4/8 7.5YR 5/6 many, fine, distinct silty clay

Bt3 33-36+ 2.5YR 6/2 7.5YR 6/8 many, medium,
prominent clay organic bodies
0 0
Soil Profile Description Form
t Site Five Mile Branch Miti ation Site Date 4/23/2003
ff
ators ARCADIS K. Matthews Coun Iredell
Series Chewacla State North Carolina
Location West of Chimne Lane near 1-40 NW of turn around Plot S3

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-10 10YR 4/3 silty clay loam few fine roots
Bt1 10-24 10YR 5/6 10YR 4/3 few, medium, distinct clay loam
Bt2 24-36+ 10YR 6/6 7.5YR 5/6 sandy, medium, distinct clay loam subangular blocky; top of
water table at 24 inches

Soil Profile Description Form
i
Project Site Five Mile Branch Mitigation Site Date 4/23/2003
Investigators ARCADIS K. Matthews County Iredell
Mapped Series Chewacla State North Carolina
Location East of Chimney Lane bridge near Beaver Creek Plot S4

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-4 5YR 4/6 clay loam few fine roots
Bw1 4-24 5YR 5/6 2.5YR 4/8 fine, common, distinct clay loam subangular blocky
Bw2 24-36+ 10YR 5/4 5YR 5/8 many, medium,
prominent silty clay loam oxidized root channels
0 *'
Soil Profile Description Form

t Site Five Mile Branch Mitigation Site Date 4/23/2003
ff
ators ARCADIS K. Matthews Coun Iredell
Series Wehadkee silt loam State North Carolina
Location Riparian forest, eas t of Chimney Lane and south of Beaver Creek Plot S5

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-2 7.5YR 4/6 clay loam few fine roots
Bwl 2-20 7.5YR 5/6 5YR 5/8 many, tine, distinct clay loam
Bw2 20-32 10YR 5/4 5YR 5/8 common, medium,
distinct silty clay loam black streaking
Bw3 32-36+ 1 0YR 5/3 5YR 5/8 many, medium, distinct silty clay loam
0 0
Soil Profile Description Form
0
Project Site Five Mile Branch Mitigation Site Date 4/23/2003
Investigators ARCADIS K. Matthews County Iredell
Mapped Series Wehadkee State North Carolina
Location Fallow field, south of Beaver Creek and west of Swan Road Plot S6

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0.2 7.5YR 4/4 silty clay loam few fine roots
Bwl 2-14 5YR 4/6 sandy loam friable, few small pieces of
angular gravel
Bw2 14-30 10YR 4/3 5YR 5/8 common, medium,
distinct silty clay loam black streaking
[Bw3 30-36 10YR 5/4 7.5YR 5/8 few, fine distinct fine sand loam

BC
36+
10YR 4/6
loamy sand few pieces of small rounded
gravel, top of water table at 36
inches

Soil Profile Description Form
9
Project Site Five Mile Branch Mitigation Site Date 4/23/2003
Investigators ARCADIS K. Matthews County Iredell
Mapped Series Chewacla State North Carolina
Location 300 feet southwest of Chimney Lane and 200 feet north of Beaver Creek Plot S7

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-2 7.5YR 4/4 clay loam
Bw1 2-18 5YR 4/6 silty clay loam
Bw2 18-28 7.5YR 4/6 10YR 4/2 clay loam

Bw3
28-38+
10YR 6/4
1 1
7.5YR 5/8 0YR OYR 6/2 /2 many, medium distinct

many, medium,
prominent

silty clay loam

top of water table at 28 inches
0
Soil Profile Description Form
OfProject Site Five Mile Branch Mitigation Site Date 4/23/2003

Investigators ARCADIS K. Matthews County Iredell
Mapped Series Altavista fine sand loam State North Carolina
Location Upland, north of Fifth Creek and west of 1-40 Plot 38

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-10 5YR 4/6 silty clay loam
Btl 10-20 5YR 5/8 5YR 4/6 few, medium, distinct clay
Bt2 20-30 5YR 5/8 7.5YR 6/8 many, medium, distinct clay
Bt3 30-36+ 2.5YR 4/8 7.5YR 7/8
7.5YR 7/4 many, medium, distinct
few, medium, prominent silty clay
0 0
Soil Profile Description Form
0
t Site Five Mile Branch Mitigation Site Date 4/24/2003
ff
ators ARCADIS K. Matthews Coun Iredell
Series Chewacla State North Carolina
Location East of Swan Road, south of 1-40, 50 feet southwest of ditch Plot Sg

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-12 7.5YR 4/6 clay loam few fine roots
Bt 12-22 7.5YR 4/6 5YR 5/8
10YR 6/3 common, fine, distinct
few, fine, distinct clay
Btg 22-36+ 10YR 5/1 5YR 5/8 many, medium,
prominent clay top of water table at 33
inches; slightly silty

Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 4/24/2003
Investigators ARCADIS K. Matthews County fredell
--Mapped Series Mixed Alluvial Land, wet Chewacla State North Carolina
Location East of Swan Road, south of 1-40, west of Gage 10 Plot S10

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-12 7.5YR 4/6 5YR 5/8
10YR 5/1 few, fine, distinct
few, medium, distinct clay loam
Bt 12-20 10YR 518 5YR 5/8 many, medium,
prominent clay oxidized root channels
Btg 20-36+ 10YR 6/1 5YR 5/8 many, medium,
prominent clay oxidized root channels; top of
water table at 36 inches
0 0
Soil Profile Description Form
E
Project Site Five Mile Branch Mitigation Site Date 4/24/2003
Investigators ARCADIS K.Matthews County fredell
Mapped Series Chewacla State North Carolina
Location East of Swann Road; 300 feet southwest of gage #12 Plot S11

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A2 0-1 10YR 7/3 sand deposited approximately 5
weeks ago
BA 1-11 5YR 4/6 sandy clay loam
Bw1 11-20 5YR 4/6 loamy sand friable
Bw2 20-32 5YR 4/6 sand mixed with black grains
Bw3 32-36+ 7.5YR 5/8 sand friable; top of water table at 32
inches
0 0
Soil Profile Description Form
I*
ect Site Five Mile Branch Mitigation Site Date 4/24/2003
Investigators ARCADIS K. Matthews Count Iredell
P
ed Series Chewacla State North Carolina
cation Corn field; 150 feet south east oGa a 12 Plot S12

Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-20 5YR 4/6 5YR 5/8 few, fine, faint clay loam black streaking at 12 inches
AB 20-23 5YR 4/6 10YR 5/2
7.5YR 5/8 few, medium, prominent
common, fine, distinct clay
Btg 23-36+ 10YR 5/1 7.5YR 5/8 common, medium,
distinct clay top of water table at 36 inches
9 0
Soil Profile Description Form

t Site Five Mile Branch Miti ation Site Date 4/24/2003
ff
ators ARCADIS K. Matthews Coun Iredell
Series Lloyd fine sand loam State North Carolina
Location northwest of Gage #13, u land area Plot S13

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-18 7.5YR 4/6 sandy loam few fine roots

Bw1
18-32
7.5YR 6/8 coarse sand
y
loam common pieces of angular
gravel; top of water table at 18
inches
Bw2 32-36+ 10YR 7/6 7.5YR 6/8 common, medium,
distinct coarse sandy clay
loam medium angular gravel
0 0
Soil Profile Description Form
I*
ect Site Five Mile Branch Mitigation Site Date 5/7/2003
Investigators ARCADIS B. Le sic County Iredell
ed Series
P Altavista fine sand loam State North Carolina
cation 20 feet north of ditch between slope and gage 13 Plot S14
Horizon
Depth (in.)
Mat rix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
Ap 0-8 10YR 3/3 sandy clay loam many fine roots; angular
gravel
AB 8-16 10YR 3/3 10YR 6/6 few, medium, distinct sandy clay loam small angular gravel
131 16-24 10YR 6/6 sandy clay loam
B2 24-32 10YR 6/8 sandy clay loam
B3 32-44 10YR 6/8 5YR 5/8
10YR 7/4 few, coarse, distinct
few, fine, distinct sandy clay loam

Soil Profile Description Form

t Site Five Mile Branch Mitigation Site Date 517/2003
Investigators ARCADIS B. Le sic Coun Iredell
V
Series Cecil soils State North Carolina
tion north of row of cedars and north a e #15 Plot S15

Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-12 5YR 4/4 clay few fine roots

Btl
12-30
2.5YR 4/6
7.5YR 2/0
few, fine, distinct
clay few fine roots; organic
concentrations; few small
round gravel
Bt2 30-40 5YR 416 7.5YR 6/8
7.5YR 2/0 few, fine, distinct
many, medium, distinct clay organic concentrations; few
small round gravel

Soil Profile Description Form
0
Project Site Five Mile Branch Mitigation Site Date 5/7/2003
Investigators ARCADIS K. Matthews County Iredell
Ma ed Series Chewacla State North Carolina
Location downstream of Swann Rd, 100 feet west of beaver dam Plot S16

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
Ap 0-11 7.5YR 4/4 5YR 416 many, medium, distinct fine silty clay loam black organic concentrations
Btl 11-22 5YR 4/6 clay loam black organic concentrations
Bt2 22-28 7.5YR 4/6 7.5YR 6/8 common, medium, faint clay loam top of water table at 24 inches
Btg 28-36+ 10YR 5/1 5YR 4/6
7.5YR 6/8 common, fine, prominent
common, fine, distinct clay oxidized root channels

Soil Profile Description Form
•'
Project Site Five Mile Branch Mitigation Site Date 5/13/2002
Investigators ARCADIS K. Matthews County Iredell
Mapped Series Chewacla State North Carolina
Location North of Gage 14, near 1-40 Plot S17
Mottle
Horizon Depth (in.) Matrix Color Mottle Color Abundance/Contrast Texture Comments

A
0-12
10YR 3/2 5YR 4/6 few, fine, prominent
clay loam
fine roots
5YR 5/8 few, medium, prominent
61 12-18 10YR 3/2 2.5Y 2.5/1 common, coarse, distinct sandy clay loam
10YR 616 few, medium, distinct
B2 18-30 2.5Y 2.5/1 5YR 5/8 common, fine, prominent sandy clay top of water table at 20 inches
10YR 6/6 few, medium, prominent
B3 30-36+ 1 0YR 4/2 7.5YR 5/8 many, medium, distinct loamy sand
0 0
Soil Profile Description Form
O
Project Site Five Mile Branch Mitigation Site Date 5/7/2003
Investigators ARCADIS K. Matthews Count Iredell
Mapped Series Chewacla State North Carolina
Location downstream of Swann Rd and beaver dam; S of cedars; SW sycamores Plot S18

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
Ap 0-12 7.5YR 4/4 7.5YR 5/8 few, fine, faint silty clay loam many fine roots

Btl
12-24
10YR 4/4 5YR 5/8
7.5YR 6/8 many, medium,
prominent few, fine,
distinct
silty clay loam black organic pieces; top of

water table at 18 inches
Btg1 24-34 10YR 5/2 5YR 5/6 many, medium,
prominent
clay loam fine roots, oxidized root
channels
Btg2 34-36+ 10YR 3/1 2.5YR 4/6
5YR 5/8 many, fine, prominent
many, fine, prominent clay loam oxidized root channels

Soil Profile Description Form
0
Project Site Five Mile Branch Mitigation Site Date 5/7/2003
Investigators ARCADIS K. Matthews County Iredell
Mapped Series Chewacla State North Carolina
Location downstream of beaver dam; 100 yards S E sycamore rove Plot S19

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-14 7.5YR 4/6 7.5YR 5/8 few, medium, distinct silty clay loam many fine roots

Bt1 14-20 7.5 YR 5/6 clay loam

Bt2
20-36+
7.5YR 5/6 2.5YR 5/8
10YR 6/8 many, medium,
prominent many,
medium, prominent
clay loam
i 0
Soil Profile Description Form

o ect S
ite
Five Mile Branch Miti ation Site
Date
5/7/2003

F
esti ators ARCADIS B. Le sic Coun Iredell

Ma
-Mapped Series Chewacla State North Carolina

Location South of wetland area and gages 17 and 18 Plot S20
Mottle
Horizon Depth (in.) Matrix Color Mottle Color Abundance/Contrast Texture Comments
Ap 0-10 7.5YR 4/4
_ silty clay few fine roots; small organic
particles
AB 10-18 7.5YR 4/6 silty clay few fine roots; small organic
particles

Bgt1
18-26
10YR 5/1 7.5YR 4/6
7.5YR 5/8 common, medium,
distinct few,
coarse, distinct
clay fine roots; to
p of water table a
18 inches
Bgt2 26-40 10YR 3/1 7.5YR 5/8
1 0YR 5/6 few, coarse, distinct
few, fine, distinct clay

Soil Profile Description Form

t Site Five Mile Branch Mitigation Site Date 4/24/2003
ff
ators ARCADIS K. Matthews Coun Iredell
Series Chewacla State North Carolina
Location southwest corner of project area, 200 feet north of Fifth Creek Plot S21
Mottle
Horizon Depth (in.) Matrix Color Mottle Color Abundance/Contrast Texture Comments
Al 0-2 5YR 4/6 clay loam few fine roots
A2 2-18 5YR 416 5YR 5/8 common, medium, faint sandy clay loam small black organic bodies
5YR 5/8 common, medium,
Btl 18-26 5YR 4/4 10YR 6/2 distinct few, fine, silty clay loam
prominent
5YR 5/8 many, medium, distinct
Bt2 26-32 5YR 4/3 10YR 5/2 many, medium, silty clay top of water table at 26 inches
prominent
Btg3 32-36+ 5YR 4/2 2.5YR 4/6 common, fine, promient silty clay loam
0 0
Soil Profile Description Form
0
Project Site Five Mile Branch Mitigation Site Date 5/14/2003
Investigators ARCADIS K. Matthews County Iredell
Mapped Series Wehadkee State North Carolina
Location Gage 5 Plot S22

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments

A
0-14
10YR 5/6
-
10YR 6/8
common, fine distinct
sandy loam small black concentrations;
few, very small angular gravel;
many fine roots
Bt 14-26 10YR 6/4 7.5YR 6/8
10YR 5/1 common, medium, distinct
common, fine, faint sandy clay very small, angular gravel
Btg 26-38+ Gley 1 6/N 10YR 5/8 common, medium, distinct clay un-decomposed leaves; water
table at 38.4 inches
0 0 0
Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 5/6/2003
Investigators ARCADIS K. Matthews County Iredell
Mapped Series Chewacla State North Carolina
Location 350 yardswest of Chimney Lane, 150 ft north of Beaver Creek Plot S23

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-18 5YR 4/4 silty clay loam few fine roots

Bw
18-26
5YR 4/4
sandy loam small angular gravel, black
streaking; top of water table at
18 inches

Bg
26-36+
2.5YR 6/1
5YR 5/8
many, medium, prominent
clay loam oxidized root channels; black
organic concentrations; some
sand streaking from above
Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 5/6/2003

Invest/ ators ARCADIS K. Matthews County Iredell
Ma ed Series Chewacla State North Carolina

Location 100 feet south west of gage 4, 100 feet north of Beaver Creek Plot S25
Mottle
Horizon Depth (in.) Matrix Color Mottle Color Abundance/Contrast Texture Comments
Al 0-4 5YR 4/4 10YR 4/3 few, medium, distinct silty clay loam
A2 4-16 5YR 4/4 5YR 5/8 common, medium, faint silty clay loam
10YR 6/4 sandy streaking
Bw 16-24 5YR 4/6 7.5YR 5/3
5YR 5/8 common, medium, distinct
few, medium, faint sandy clay loam black organic concentrations
Bg 24-36+ 10YR 5/1 5YR 5/8
7.5YR 6/8 many, medium, prominent
many, medium, distinct silty clay loam top of water table at 24 inches
Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 5/6/2003
Investigators ARCADIS K. Matthews County fredell
Mapped Series Chewacla State North Carolina
Location 75 feet southwest confluence of ditches 100 feet north of Beaver Creek Plot S26

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-24 5YR 4/4 2.5YR 5/8 few, fine, distinct silty clay loam black organic concentrations
at 18 inches
B 24-30 5YR 414 10YR 5/3 common, medium,
prominent silty clay loam
Bt 30-36+ 10YR 5/3 2.5YR 4/5 common, medium,
prominent clay top of water table at 30
inches; oxidized root channels
0
0 0
Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 5/6/2003

Investigators ARCADIS B. Le sic Count Iredell

Mapped Series Mixed Alluvial Land, wet Wehadkee State North Carolina

Location Between 3 ditches and 1-40; 70' west of gage Plot 327
Mottle
Horizon Depth (in.) Matrix Color Mottle Color Abundance/Contrast Texture Comments
Ap 0-16 10YR 4/4 10YR 4/4 silty clay saturated 0-3 inches; fine
roots; organic particles

Bg1
16-20
10YR 5/1
7.5YR 4/6
many, fine, distinct
silty clay few large organic pieces; few
fine roots; top of water table a
18 inches
Bg2 20-32 10YR 5/2 7.5YR 4/6
5YR 4/6 many, medium, distinct
few, medium, prominent
silty clay oxidized root channels; few
organic particles
Bg3 32-46 7.5YR 410 7.5YR 5/6 few, fine, faint silty clay many fine roots; oxidized root
0 0 i
Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 5/6/2003
Investigators ARCADIS K. Matthews County Iredell
Mapped Series Chewacla State North Carolina
Location 150 feet east of Gage #2 Plot 328

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
Al 0-1 10YR 3/3 sand Deposited in last 2 months
A2 1-10 5YR 4/6 silty clay loam few, medium, roots
Bwl 10-18 5YR 4/6 5YR 5/8 few, medium, distinct sandy clay loam
Bw2 18-24 7.5YR 4/3 5YR 5/8 few, fine, distinct silty clay loam
Bg1 24-36+ 10YR 511 5YR 5/8 common, medium,
prominent silty clay loam top of water table at 24 inches

Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 5/6/2003
Investigators ARCADIS B. Le sic Count Iredell
Mapped Series Altavista fine sand loam State North Carolina
Location small hill west of gages #1 and #2; 100 ards east of wood line Plot S29

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
Ap 0-8 10YR 5/4 sandy clay loam many fine roots, mall round
gravel
Btl 8-26 7.5YR 5/6 10YR 6/2
5YR 5/8 many, coarse, prominent
few, fine, distinct clay many fine roots
Bt2 26-30 5YR 5/8 10YR 6/6
10YR 3/1 few, fine, distinct
few, medium, distinct silty clay
Bt3 30-40 10YR 5/6 5YR 5/8
1 0YR 6/8 many, coarse, distinct
many coarse, distinct silty clay
0

Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 5/6/2003
Investigators ARCADIS K. Matthews County Iredell
Mapped Series Chewacla State North Carolina
Location 150 feet Southwest of a e #2, 150 feet north of Beaver Creek Plot S30

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
Al 0-12 10YR 4/4 10YR 5/8 few, medium, faint sandy loam many fine roots
A2 12-18 10YR 4/4 10YR 5/8
2.5YR 6/6 many, medium, faint
few, fine, prominent coarse sandy
loam
B1 18-24 7.5YR 5/6 10YR 5/8 common, medium, distinct fine sandy clay
loam fine-medium sized pieces of
organic matter
B2 24-34 7.5YR 5/6 sandy clay loam fine-medium sized pieces of
organic matter
B3 34-36+ 1 0YR 4/2 7.5YR 5/6 common, medium, distinct clay loam very fine organic matter
0 0 0.
Soil Profile Description Form
F Project Site Five Mile Branch Mitigation Site Date 5/6/2003
Investigators ARCADIS K. Matthews County Iredell
Mapped Series Chewacla State North Carolina
Location 50 feet northeast Beaver Creek tree line, beginning of project area Plot S31
Mottle
Horizon Depth (in.) Matrix Color Mottle Color Abundance/Contrast Texture Comments
Ap 0-18 7.5YR 4/6 5YR 5/8 few, fine, distinct silty clay loam many fine roots; black organic
concentrations
AB 18-24 7.5YR 4/6 5YR 5/8 common, fine, distinct loam
10YR 5/3 common, medium, distinct
B g
g 10YR 412 7.5YR 6/8 common, coarse, distinct
fine sandy loam
1 0YR 4/1 common, medium, faint
Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 5/6/2003
Investigators ARCADIS B. Le sic County Iredell
Mapped Series Chewacla State North Carolina
Location ha field south of Fifth Creek; 75 yards east of Swann Rd Plot S32

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
1A 0.2 10YR 3/4 loamy sand many fine roots

113t 2-6 7.5YR 4/4 silty clay many fine roots

2A 6-16 7.5YR 4/4 sand many fine roots

213tl 16-26 10YR 4/4 7.5YR 4/6 few, fine, faint silty clay top of water table at 16 inches

2131:2 26-36 1 OR 4/6 5YR 4/6
7.5YR 4/6 common, fine, prominent
few, fine, faint
sandy clay
oxidized root channels

Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 516/2003
Investigators ARCADIS K. Matthews County Iredell
Ma ed Series Wehadkee State North Carolina
Location east of Swann Road on Robertson pro pert line in clear cut area Plot S33

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-7 7.5YR 4/6 silty clay loam few medium roots
Bw1 7-18 7.5YR 4/4 10YR 4/2
5YR 4/6 few, coarse, distinct
few, fine, distinct
silty clay loam
Bw2 18-24 7.5YR 413 5YR 5/8 common, fine, distinct sandy clay loam black organic concentrations
Btg1 24-36+ . 1 OYR 5/1 5YR 5/8 many, medium, prominent silty clay oxidized root channels; top of
water table at 24 inches
9
Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 5/14/2003
Investigators ARCADIS K. Matthews County Iredell
Mapped Series Mixed alluvial land, wet Wehadkee State North Carolina
Location -Gage 1 Plot S34

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-3 7.5YR 4/6 5YR 4/6 common, fine, distinct clay loam many roots; black organic
matter
Bg1 3-12 10YR 4/2 7.5YR 5/8 many, medium, distinct clay loam top of water table at 8 inches;
many medium roots

Bg2
12-24
10YR 5/2
7.5YR 5/8
common, medium, distinct
silty clay loam oxidized root channels; fine
roots; small black organic
concentrations
0 0
Soil Profile Description Form

Project Site Five Mile Branch Mitigation Site Date 5/14/2003
Investigators ARCADIS K. Matthews County Iredell
Ma ed Series Chewacla State North Carolina
Location Gage 2 Plot S35

Horizon
Depth (in.)
Matrix Color

ottle Color
UEMEENNWENWUMEEEWWW? Mottle

Abundance/Contrast

exture

omments
Al 0-2 10YR 7/4 sand Recent alluvial deposition
A2 2-12 7.5YR 4/6 loam few black organic
concentrations
131 12-20 7.5YR 4/6 10YR 411
5YR 5/8 few, medium, distinct
common, very fine, distinct loam
Bt1 20-26 10YR 5/3 10YR 6/8
5YR 4/6 common, medium, distinct
few, medium, prominent sandy clay loam
Bt2 26-36 10YR 4/3 5YR 5/8 many, medium, prominent sandy clay loam black organic concentrations;
top of water table at 29 inches
B2 36-38+ 1 0YR 4/2 5YR 5/8 few, medium, prominent sandy loam black organic concentrations

Soil Profile Description Form
t Site Five Mile Branch Mitigation Site Date 5/14/2003
Investigators ARCADIS K. Matthews Coun Iredell
V
Series Chewacla State North Carolina
tion Ga e 7 Plot S36

Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-12 7.5YR 4/6 7.5YR 5/8 common, fine, distinct
B 12-24 10YR 4/6 7.5YR 4/6
7.5YR 5/8 many, fine, distinct
many, fine, distinct
Btg 24-36+ 1 0YR 4/1 7.5YR 5/8 common, medium, distinct
9
Soil Profile Description Form

Project Site Five Mile Branch Mitigation Site Date 5/14/2003
Investi ators ARCADIS K. Matthews County Iredell
Ma ed Series Mixed Alluvial Land, wet Wehadkee State North Carolina
Location Gage 10 Wetland Plot S41
Mottle
Horizon Depth (in.) Matrix Color Mottle Color Abundance/Contrast Texture Comments
A 0-8 7.5YR 4/4 5YR 5/8 many, fine, distinct loam black organic concentrations;
many medium/fine roots

Bt
8-14
7.5YR 4/6 5YR 5/8 common, medium, faint
clay loam black organic pieces between
12 and 14 inches; fine roots;
7.5YR 4/3 many, medium, faint
top of water table at 14 inches
Bg 8-30+ 7.5YR 3/1 loam Un-decomposed organic
matter

Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 5/13/2003
Investigators ARCADIS K. Matthews Count Iredell
Mapped Series Chewacla State North Carolina
Location Gage 16 (Sycamore Grove Plot S42

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-6 5YR 4/6 7.5YR 4/3 common, medium, distinct sandy clay loam medium/fine roots
B 6-14 5YR 4/6 5YR 4/3 common, medium, distinct sandy loam medium roots

Btg1
14-24
735YR 4/2
5YR 4/6
common medium, distinct
sandy clay loam sandy streaking; black organic
concentrations; medium/fine
roots; top of water table at 17
inches
Btg2 24-32 10YR 4/1 5YR 4/6 common, coarse,
prominent sandy clay loam sandy mottle
Bg 32-40 10YR 6/1 7.5TR 5/8
5YR 4/6 common, fine, distinct
few, medium, prominent silty loam
0

Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 5/13/2003
Investigators ARCADIS K. Matthews Count Iredell
Mapped Series Chewacla State North Carolina
Location Gage 18 Plot
S43

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-12 5YR 4/6 clay loam many fine roots
B 12-28 5YR 4/6 5YR 4/3
5YR 5/8 few, medium, distinct
many, fine, faint silty clay loam top of water table at 20 inches
Bg 28-36 10YR 4/1 5YR 4/6 common, medium,
prominent silty clay loam
9 ?
Soil Profile Description Form
0
Project Site Five Mile Branch Mitigation Site Date 5/13/2003
Investigators ARCADIS K. Matthews Count Iredell
Mapped Series Chewacla State North Carolina
Location Gage 17 Plot S44

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-6 7.5YR 4/6 clay loam few, fine black concentrations

Bt
6-20
7.5YR 5/6 7.5YR 4/6
10YR 4/3 many, medium, faint
few, medium, distinct
loamy clay medium organic
concentrations; top of water
table at 15 inches
Bg 20-28 2.5Y 2.5/1 7.5YR 5/8 common, very fine,
prominent clay loam few, medium roots
Btg1 28-32 2.5Y 4/1 7.5YR 5/8 many, fine, prominent silty clay loam medium roots
Btg2 32-40 10YR 5/6 10YR 6/1
5YR 4/6 many, medium, distinct
few, fine, prominent
sandy clay loam

Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 5/6/2003
Investigators ARCADIS B. Le sic Count Iredell
Mapped Series
[ Chewacla State North Carolina
Location 1000' u stream of Chimney Road; north side of ditch Plot S45

Horizon
Dep
vvww? th (in.)

Matrix Color

Mottle Color Mottle

Abundance/Contrast

Texture

Comments
Ap 0-12 5YR 4/4 clay many fine roots

Bw 12-24 5YR 4/6 5YR 4/2 few, tine, faint silty clay fine organic concentrations

Bg 24-36+ 10YR 5/1 7.5YR 4/6
10YR 5/3 many, medium, distinct
few, fine, faint
clay

Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date
5/14/2003
Investigators ARCADIS K. Matthews Cou
t
n
y Iredell
Ma ed Series Mixed Alluvial Land, wet Wehadkee State
North Carolina
o cation Gage 3 Plot S46

rHorizon
De pth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture

Comments
Al 0-5 7.5YR 4/6 clay loam few, fine roots

A2 5-14 7.5YR 4/6 5YR 5/8 common, fine, distinct clay loam small black concretions

AB 14-18 7.5YR 7/3 7.5YR 518
10YR 411 common, medium, distinct
few, medium, distinct
clay loam

B 18-36 10YR 5/1 5YR 4/6 many, medium, prominent clay oxidized roots channels,
organic concentrations

0 0
Soil Profile Description Form
0
Project Site Five Mile Branch Mitigation Site Date 2/24/2003
Investigators Harold Brad and La na Thrush Count Iredell
Mapped Series State North Carolina
Location 0.5 mile southwest of Swann Road bridge, 20 feet north of Beaver Creek Plot Dee Al

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-9 2.5YR 3/6 sandy clay loam many fine roots
B1 9-25 2.5YR 4/6 sandy loam sub-angular blocky
B2 25-41 2.5 YR 5/8 coarse sandy clay top of water table at 26 inches

B3

41-72

Gley 2 4/10B

cla
y 1 inch thick lenses of coarse
sand found throughout;
oxidized root channels;
angulated gravel not
weathered found at end of
sample.

Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 2/24/2003
Investigators Harold Brad and La na Thrush Count Iredell
Mapped Series State North Carolina
Location 40 feet north of Beaver Creek Plot Dee A2

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-13 2.5YR 4/4 clay loam many fine roots
Bg1 13-48 Gley 2 4/5PB 2.5 YR 3/6 common, med., dist. clay oxidized root channels
throughout

Bg2
48-72
Gley 2 4/10B
loamy sand streaking of Gley 1 6/5GY;
large woody organic material
followed by washed gravel.
BC 72-87 Gley 2 5/5PB silt loam mica, coarse sand, and gravel
found throughout.
C 87+ Gley 2 2.5/10B saprolite

Soil Profile Description Form

Project Site Five Mile Branch Mitigation Site Date 2/24/2003
Investigators Harold Brad and La na Thrush Count Iredell
Mapped Series Chewacla State North Carolina
Location 0.5 mile southwest of Swann Road Bridge and 60 feet north of Beaver Creek Plot Dee A3

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-17 2.5YR 4/4 sandy clay loam
Bg1 17-29 7.5YR 411 2.5YR 4/6 common, med., dist. clay loam oxidized root channels
throughout
Bg2 29-49 7.5YR 6/1 2.5YR 4/6 many, fine, prominent clay loam ORC's; small washed gravel
Bg3 49-58 Gley 2 4/10B 10YR 5/8; 2.5YR
416 coarse, many, dist.
common, med., dist. clay loam ORC's

Bg4
58-79
Gley 2 4/5PB
sandy loam streaking of Gley 1 81N
throughout; coarse gravel
present
BC 79-89 Gley 2 3/10B silt loam
C 89+
saprolite

1 •

alpides +£9 0
auasaid
lepa;ew;uaied wojj eolw we01
Aelo Apues asaeoo void 'asaeoo 'hew b/9 ?]Agl 85/9 Z Aa10 MC9 08
6/t, 2IATZ sasual

pues No143 43ul 6 's,0ao
weol ?(elo ?(pues ';slp 'paw 'Auew

.Isle •paw Maj
, 9/9

bl106 9/b 2Jl106
6/9 2iA06
E9-6Z
608
weol Aelo jslp 'asaeoo 'Auew 9/E ?JATZ 9/9 2JAO 6 6Z-£ 6 6i8
weol Aelo 9/E ulkg'Z E 6-0 v
s;uowua03 ojn;xol ;sea;uoa/oouepungy
oll10W Joloa of;;ow X0100 Xplew (,ul) y;doa uOzlaoH
17y aaQ 101d NaM0 aaneae 10 Wou;aa; 06 pue a PPP peoU uuemS /o }sann4lnos allw 9.0 u011830-1
euyae0 4lJON MIS eloema40 sapoS pe ew
IiapaJl ;unoo 4sna41 eu el pue pei8 plaeH sJo;e I;sanul
£OOZ/gZ/Z oleo 93!S uolle !j!W 4oUeJ8 al!W an!d MIS;ae ad
wjo,1 uoildposea GIIJOJd IioS
0 Soil Profile Description Form
t Site Five Mile Branch Mitigation Site Date 2/25/2003
F
Investigators Harold Brad and La na Thrush County Iredell
Mapped Series Chewacla State North Carolina
Location 0.5 mile southwest of Swann Road Bridge and 120 feet north of Beaver Creek Plot Dee A5

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-13 2.5YR 4/4 clay loam
Bt1 13-27 10YR 5/6 2.5YR 4/6 common, fine, dist. clay loam
Bt2 27-47 10YR 6/8 2.5Y 6/1 common, med., dist. sandy clay loam
Bg1 47-70 2.5Y 7/1 10YR 6/8 common, med., dist. sandy clay loam washed gravel present at end
of horizon
C 70+
saprolite

a111OJdes +L6 a
puoAeq pue
sayoul Z81elueseid aploJdes
to slunowe lueo!llu6ls
Aelo Apues
•lslp'gull 'UOWWOO
9/9 21J10L
80L/9 Z AaiJ
L6-69
08
weoi •lslp 'asJew 'Auew L/9 ATZ 819 &ko L 69-917 Z18
weol Aelo 'lslp'•paw ;uowwoo

lslp •paw uowwoo t7/9'Z

UATZ L/9 Il5'Z
8/9 2i?lOL
9b-9Z
L?8
weoi Aelo 9/9 UAOL 9Z-9L 8d
weol 9/E UATZ 9L-0 v
sluouJUioa oanixoy 1seiluoa/oouepungy
ORIOW Joloa 0113oW a0103 xlajeW (-ul) 41doa uozlaoH
9y aea ;old i OOJa Janege 10 41JOU 109109L pue a p1J9 peOH uueMS to 1s9mgjnos ollw 9•0 u011e30-1
eullOJea 4PON MIS eloemaya sopoS po eW
119paJl junoa gsnJyl eu e-1 pue peig ploJeH sao3e i;sanul
£OOZ/5Z/Z O;eG 011S UO!1e !1!W 4OUeJq OIIW an!J o;IS 40010M
wjo_q uoi}dinsea aIiload HOS
Soil Profile Description Form
0
Project Site Five Mile Branch Mitigation Site Date 2/25/2003
Investigators Harold Brad and La na Thrush County Iredell
Mapped Series Chewacla State North Carolina
Location 0.5 mile southwest of Swann Road Bridge and 150 feet north of Beaver Creek Plot Dee A7

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-16 2.5YR 3/6 loam
AB 16-25 10YR 5/6 clay loam

Bt1
25-60
10YR 6/8 2.5Y 611 2.5YR
2.5/4 7.5YR 5/8 few, fine, distinct few,
fine, distinct common,
med., distinct
sandy clay loam
Bt2 60-83 10YR 6/8 2.5Y 6/1 common, coarse, distinct sandy clay loam
BC 83-115 Gley 2 7/10B 10YR 6/8 common, med., distinct coarse sandy clay
C 115+
saprolite

0 0 0

i ooj jo aouasaid o;
anp sayoul ZL;e;id paddo;S ooja

p q

+ZL-OL

0
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'uowwoo ;oul u ;slp'aulj
'nnal ;oul;slp 'alj 'nna;
8/9 2il?S'L 8/E
UA Z 6/9 A9'Z
8/9 23106
£9-6E
Z38
weol Aelo Apues Jule; 'asmoo 'Auew 8/9 2lA9'L 8/9 21106 6E-Z6 638
weol 9/E &k97 Z6-0 d
s;uewwoo oin;xel jsea;uo3laouepungy
AI;;ow aoloo e1;3ow aoloo Xplew (,ul) y;daQ uozlaoH
8y oaa Sold Naala Janeae Jo y}Pou;aa) 06Z pue a P1J8 peon uuemS jo;sonny;nos alp 9.0 uol;eoo-I
euli0ae0 PON MIS eloeMayo sopoS po ew
Ilapaai uno3 ysnjyl eu e-1 pue peig piaeH SAO;e 1ISGAUI
EOOZ/9Z/Z Ole(] al!S uo!le !3!W yoMe al!W an!d O)IS 3oe oad
wao,j uoi}diaosea 01!IOJd 110S
Soil Profile Description Form
Pro ect Site Five Mile Branch Mitigation Site Date 2/25/2003
Invests ators Harold Brad and La na Thrush County Iredell
Ma ed Series Chewacla State North Carolina
Location 700 feet west of Swann Road Bride Plot Dee B1

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-5 10YR 4/4 loam
Bt1 5-10 10YR 6/8 loam
Bt2 10-23 10YR 6/8 clay loam
Bt3 2341 10YR 6/8 2.5Y 6/1 clay loam
Bg1 41-74 2.5Y 6/1 10YR 6/8 many, med., distinct loam

BC
74-91
2.5Y 7/1
clayey sand streaking of 5YR 5/8 from
parent material; coarse sand
throughout horizon
C 91+ 5YR 5/8 saprolite

0 0
0

ellloades +t76 0
'leuajew juejed
woij 8/9 bA910 6ulieaajs
pues asmoo lout;sip "paw 'uowwoo
woad '•paw 'uowwoo
•wojd 'eull'Auew 9A7 UOL
L/g 210L
L/57 uoL
8/9 UA9
b6-09
gle
pues esieoo pues AgAelo 8/9 2JAS 09-8b blg
weol Aelo loullslp"Paw 'uowwoo
loullslp gull Auew 8/9 UATZ
L/9 A5 Z 8/9 UAOL 8tr0£ £l8
weol Aelo 8/9 Ulk9l 0£-9 L Zia
weol 9/9 2JAO L %-L L Lie
weal 9/b UA0 L L L-0 v
SIUOWW03 oanlxol IsealuoOloouepungy
oplow aoloo o1llow aoloo Xplew ('ul) y;doq uozlaoH
Z8 ooCl 101d g pug peon{ uuems 10 lsam 3991 OOL uol;eoo-l
eulloJEO WON MIS eloeMayo sopoS po eW
Ilapaal ;unoo ysnjyl eu el pue pea8 ploaeH 8JO;e l;sanul
£OOZ/9Z/Z o;ep allS uolle IIIIN 4oueJ8 ayw an!J o31S;o® oJd
wao_A uoildiiosea aNOM I!oS
0 0 0
Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 4/17/2003
Investigators Bob Le sic and Kim Matthews County Iredell
Mapped Series Chewacla State North Carolina
Location 700 feet west of Swann Road Bride Plot Dee B3

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
0-12 Ap 10YR 5/6 7.5YR 6/8 few, medium, distinct sandy loam
12-24 Bt1 7.5YR 5/8 10YR 7/1 commonr, medium, distinct silty clay
24-46 Bt2 7.5YR 618 7.5YR 711
2.5YR 5/8 many, coarse, distinct
common, fine, prominent sandy clay loam organic concentrations
46-54 Bt3 7.5YR 7/8 5YR 6/8
10YR 7/1 many, medium, distinct
few, medium, distinct sandy clay loam organic concentrations
54-70 Bt4 7.5YR 618 sandy clay small angular gravel
70-75 Bt5 10YR 7/8 sandy clay medium angular gravel;
saprolite

7A19AM6eln6ue 11ews weoi
?(elo ?(pues esjeoo luau!wad 'au4'nnaj
lou!ls!p wnlpaw ?(uew 9/9 ?Ilkg
8/9 2 ATL
LIL ???IOL
E638
98-9L
weol Aelo All!s lua!wwd
wnlpaw uowwoo 8/9 W%TL L/8 aA0
L/£ ?hkg'L Z618 9L-ZL
weoi Aelo All!s lou!ls!p 'wnnpaw 'uowwoo 8/9 UATL LIL UAU L610 ZZ-89
weoi Aelo Apues 8/9 UAO L t718 89-ZCJ
weol Aelo AllIs lou!ls!p 'wnlpaw 'uowwoo 8/9 2J 91 LIL 2JAOL £38 Z9-9£
weol Belo All!s lueupoid 'oug'maj
lou!lslp wnlpaw Auew 8/9 &k97
8/9 Ulko L L/L W%OL Z38 9£-ZZ
weol Aelo All!s luau !woad 'aug 'nnaj 8/9 bl19 8/9 Ulko L L38 ZZ-E L
lou!ls!p wnlpaw mal UL UA L
weol Apues 9/b UATL dy E L-0
sluowwoa oinixojL ;sea;uoaloouepungy MOO eNaoW aoloa x1a3eW ('ul) t13doa uozIJOH
oRloW
J78 a90 ;old a p!i8 peon uuems to Isom lea) OOL uol;eao-i
eu!loJe0 4PON ele3S eloema4a solaoS pe eW
Ilapall lunoa snn9433eW w!>{ pue ols al qo8 sao;e I;sanul
£OOZ/LL/b 0100 al!S uo!le !;!lN 43M8 al!IN an!J o3IS PO oad
uaao_q uoildiaosaa 01!IOJd IioS
0 0 0
Soil Profile Description Form
t Site Five Mile Branch Mitigation Site Date 4/22/2003
F
Investigators Harold Brad and La na Thrush Count Iredell
.
a ed Series Chewacla State North Carolina
Location 700 feet west of Swann Road Bridge; 30 feet west of Profile #4 across 1 st ditch Plot Dee B5

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
Ap 0-12 10YR 4/6 loam mica flakes
B 12-29 5YR 4/6 loam
Bg 29-60 2.5YR 5/1 7.5YR 5/8 many, medium, distinct sandy clay loam top of water table at 37
incches
BC 60-80 Gley 2 5/10B sandy loam
C 80+
saprolite

0 0
l?

Aelo }oul}slp 'wnlpaw 'Auew 9/9 ?Jlkg L L/9 1k9 +98
siauueyo }oa pazlplxo Aelo }oui}slp 'wnlpaw 'Auew 8/E u1k9'L 8d9/9 Z 4919 98-9L 08
siauueyo }ooa pazlplxo !sayoul
09 }e alge} ja}em;o do}
?(elo
}oul}sip wrnpaw ,Auew
9/9 ul19'L
L!9 ll9
9L-Eti
Be
weoi Aelo 9/b ulkg £17-9 L 8
weoi Aelo 9/b UAO L 9 L-0 dy
slu©wwo0 oanlxel ;sea;uo0/aouepungb
olljoW a0100 01110W aolo0 x1i3eW ('ul) uldoa uozlaoH
98 9a0 301d 9# 01!!ad 10 }sOm }aa} 0£ :a p!a8 peoH uuemS;o }sane }aa; OOL u013e30-1
eullae0 WON olels eloennay0 soliog pe eW
Ilapail ;uno0 ysnayj, eu e-} pue pea8 ploJeH sao;e I}sanui
£OOZ/ZZ/b o;e0

o}!S uol}e !}!W yoUEJB 01!W anld
I

oils 300 oad
F
uaao_q uoildlaosoa obi OM IloS
0 0 0
Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 4/22/2003
Investigators Harold Brad and La "na Thrush Count Iredell
Mapped Series Chewacla State North Carolina
Location 700 feet west of Swann Road Bridge; 30 feet south of Profile #6 Plot Dee B7

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
Ap 0-13 10YR 4/6 clay loam
B 13-26 5YR 5/6 clay loam top of water table at 20 inches
Bg 26-60 5Y 5/1 7.5YR 5/6 many, medium, distinct clay
60+ sand too loose to pull out of hole

elo4 jo;no find o; asooi oo; pues +69
Aelo lou!;s!p 'Lumpaw 'Auew 9/17 2JATZ 8d9/9 Z L910 69-69 Z68
Aelo ;ou!is!p 'wn!paw Am 9/9 UATL 6/9 ll9 69-9E 668
sa4oul 9Z le aige; jalem jo do; weol Aelo 9/9 2ll19 98-66 8
weoi stela 9/17 HAo 66-0 dy
s;uowwoa oin;xoj, ;sea;uoa/oouupungy
GRIM aoloa of;aoW J0103 xla;eW ('ul) 41doa uozIJOH
98 oaQ ;old L# al!IOJd 10 4lnos laal 08 :a pug peoH uuemS jo Isom joal OOL u011030-1
eu!IoaeO 41JoN a;O;S eloenna4o solioS pa eW
Ilapoil ;unoa 4sna4y eu e-1 pue pea8 plaeH sao;e I;sanul
800Z/ZZ/b o;0a eIIS uo!le !;!W 40ueJa al!w an!:j
1 011s;3o,oad
wjo:j uoildijosea aMOM 110S
• i •
Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 4/22/2003
F Investigators Harold Brad and La na Thrush Count Iredell
Mapped Series Chewacla State North Carolina
Location 700 feet west of Swann Road Bridge; 50 feet south of Profile #8 Plot Dee B9

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-16 10YR 7/6 loam
Bt1 16-40 5YR 5/6 clay loam
131:2 40+ 5Y 5/1 7.5YR 5/6 many, medium, distinct clay top of water table at 42 inches

0 0 0

weol Apues au!l 80?/5 Z A91E) +99 Be
sepu!
9Z }e aigej jejem jo dol :lane?0
pagsem !s;!sodap o!ue6jo
weo) Apues
?u!e) 'wn! 'rtAuwew
lou!?s!pwnipa paw
g/}, 2116/9 A Z9 Z
9/9 ATZ
99-92
18
weol 9/17 &kg 9Z-Z6 8
weo! 9/17 H kg Z G-0 dy
s;uowtu03 oan)xojL )sea)uo3/oouepungy
al))oW aolo3 e133oW J0103 x1a)eW ('ul) tilda0 uozlaoH
0?8 aap )old 6# aWoad Jo Banos jaaj 09 !o p!ag peo?l uuemS jo lsom 1991 OOL uol;e301
eu!ioJCO 4PON MIS eloennagc) solaeg pe eW
Ilapail 1uno3 gsnagl eu e-! pue peig ploaeH sao)e I)sanui
£OOZ/ZZ/b 83ea al!S uol;e !3!W goueJg al!W an!ZI o)IS )oe oad
uuao:j uoi;dinsea 01110M 110S
Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 4/22/2003
Investigators Harold Brad and La na Thrush Count Iredell
Mapped Series Chewacla State North Carolina
Location 700 feet west of Swann Road Bridge; 50 feet south of Profile #10 Plot Dee 1311

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-28 5YR 4/6 loam top of water table at 24 inches
Bg1 28-67 10YR 5/1 7.5YR 5/8 many, coarse, distinct sandy clay
Bg2 67-80 Gley 2 5/1013 sandy clay Rounded pebbles

0 0 0

sayoul 96 le algej jajem jo do; Aelo joullslp Unipaw 'Auew
jouljslp wnlpaw Auew 91t7 2Jl19'Z
9/9 2JA06 806/9 Z AaIJ 00x-69 £68
Aelo loullslp 'wnlpaw 'Auew
lulej 'asjeoo 'Auew 9/t7 2JATZ
9/9 2JAO L
6/5 2JAO L
69-Lt,
Z68
weol Aelo Apues 9/7 2IATZ Lb-9c ZM8
weol Aelo 9/V 2IA5'Z 9£-ZZ 6M8
Aelo 3ou16slp 'eulj '?(uew
Jule; 'uowwoo '?(uew 9/b i IATZ
9/9 X1,106
6/9 2iJ?06
ZZ-6
668
weol Aelo 9/9 2Jlkg 6-0 dy
sluowwoa ojnlxol ;sea;uoa/oouepungy
of;;ow 10100 GWOW aoloa Xplew ('ul) y;doa uozlaoH
Z68 aaa told 6 6# aiUoad 10 glnos;aal 09 :a ppq peoU uueMS jo Isam 1991 OOL u013eoo-1
eulloa O WON MIS eloemago sopoS po ew
Ilopaal iunoa gsnjyl eu e-l pue pea8 pioaeH sole I;sanul
£OOZ/£Z/P o}ea ollS uolle ll!N 4ouea8 allW anld ollS )oo oad
wjo.j uoildijosea 0111OJd IIOS
Soil Profile D0e ri
sc ption Form
Project Site Five Mile Branch Mitigation Site Date 4/23/2003
Investigators Harold Brad and La na Thrush Coun Iredell
Mapped Series Chewacla State North Carolina
Location 700 feet west of Swann Road Bridge; 50 feet south of Profile #12 Plot Dee B13

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-18 5YR 4/4 sandy loam
Bg1 18-37 10YR 5/1 2.5YR 4/6 common, medium, distinct clay loam top of water table at 37
inches; oxidized root channels
Bg2 37-59 2.5YR 5/1 2.5YR 4/6 common, medium, distinct silty clay loam
Bg3 59-90 Gley 2 6/10B 1 0YR 316 common, medium, distinct clay loam

0 0 0

Aelo Apues 6/9 2J kgl +99 08
sa4ou! 66 le algej jalem to dol pues 9/t? &kg 99-66 6M8
weol Aelo t7/t7 UA9 66-0 d
sluoWwoa einlxojL lsejluoa/oouepungy
o133oW aoloa ollloW aoloa XpleW (-ul) gldoa uozlaoH
tb68 aaa lold E6# 0I!loJd do glnos jaal 09 :a p!a8 peon uuemS to Isam jaaj OOL uolleoo-I
eu!Ioaea 4PON olels eloeme4o solos po eW
IIaP311 lunoo 4sna41 eu e-l pue pea8 PIORH stole llsanui
EOOZ/EZ/V oleo 911g uo!;e !j!lry 43uea8 al!W anld
d
oils ;3010J
wjo.1 uoildiaosea 01!Ioad IIoS
Soil Profile Description Form
F roject Site Five Mile Branch Miti ation Site Date 4/23/2003
ests ators Harold Brad and La na Thrush County Iredell
Mapped Series Chewacla State North Carolina
Location 700 feet west of Swann Road Bridge; 50 feet south of Profile #14 Plot Dee B15

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
Ap 0-14 5YR 4/4 clay loam
Btl 14-32 5YR 4/6 clay top of water table at 25
inches; organic material
Bt2 32+ 1 0YR 5/1 5YR 5/8 fine, common, distinct clay foul odor

pues gd9/9 Z AaIJ +?9 0
pues Aweol loullslp 'eseJoo 'Auew 9/9 2JAO Z/9 ?JAO X9-617 90
slow pasodwooapun weol Apues go ?/E Z Ael!D 6b-Et7 Z8
weol Aelo Apues loullslp 'w ipaw 'uowwoo 9/tr 2JA9 gdg/tr Z AaIJ Et7-ZE 4e
weol Aelo 9/b aU9 ZE-6 ? 13V
weol Belo tb/tr 2i?15 6 6-0 dy
s;uouiWoa ojn;xo., ;sej;uoa/oouepungy
oilloW Joloa oilloW aoloa xlileW (-ul) gldoa uozNoH
%g aa0 lold ?aajo 4llld pue uollp jo glnos ;a pug pegj uuemS;o Isom lea; OOL uol;eoo->
euliweO WON olelS eloemayo sol.iog po eW
Ilapoil unoa ysnjq j. eu e1 pue peig ploaeH
- sao;e I;sanul
£OOZ/EZ/v e;eo
7
ells uolle !l!W youeJg ellW anld
O)IS 43010M
1
uaao:j uoi;dlj*sea Ol!JO Jd HOS
Soil Profile Description Form

Project Site Five Mile Branch Mitigation Site Date 4/23/2003
Investigators Harold Brad and La na Thrush Count Iredell
Mapped Series Chewacla State North Carolina
Location 700 feet west of Swann Road Bridge; 50 feet south of #16 Plot Dee B17

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-11 10YR 4/4 clay loam
Bwl 11-23 5YR 4/6 clay loam
Bw2 23-29 5YR 4/6 sand
Bg1 29-40 5YR 4/2 5YR 416 many, medium, faint sandy clay
Bg2 40-70 5YR 6/1 5YR 4/6 many, medium, distinct clay loam top of water table at 52 inches
Bg3 70-84 Gley 2 5/10B 5Y4/3 many, medium, distinct fine sandy clay
loam
Bg4 84-100 Gley 2 5/5PB sandy clay oxidized root channels

0 0 0

Aelo ;oul;slp 'asmoo 'Auew 806/9 Z AeIJ 006-69 X68
sayoul 8y ;e elge; ja;enn
jo do; :siauueyo;ooa pazlplxo
:pues asjeoo y;lnn pa;eoo ?(elo
Selo
;oul;slp 'aul? 'uowwoo
;oul;slp'wnlpaw 'uowwoo
g/g
8/5 2?A06

6/9 21106

69-017

E68
sleuueyo;ooi pazlplxo
:pues esjeoo y;lnn pa;eoo ?(elo
Selo
;u1e? 'uowwoo `?(uew
8/9 211k9
Z/17 d kg
Ot-6Z
Z68
slauueyo;oaa pazlplxo
:pues esjeoo y;lnn pa;eoo ?telo A elo (pues ;oul;slp 'auij 'uowwoo
;oul;slp 'wnlpaw 'uowwoo 8/9
8A9 8/9 21)`06
6/9 21106
6Z-6 6
668
weol Arlo b/b 211106 6 6-0 dy
s;uowwoo oin;xel ;sea;uoo/oouepungy
o11)OW aoloo of;;ow Joloo xla3eW tul) y;doQ uozlaoH
868 aa0 ;old il99a0 a9ne9810 y;nos leaf 96 :L6# /o y; nos;aal 09 uol;eoo
l
eull=0 WON MIS eloemayo so o o e
! Sp W
Ilopoil ;unoo ysnjyl eu el pue peg
8 pIOJeH
sao;e l;sanul
EOOZ/EZ/V o;eQ a;lS uo!le ll!W y0uea8 al!W an!J oils loo oad
mjo_q uoijdljosoa al!J0Jd 110S
Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 4123/2003
Investigators Harold Brad and La na Thrush County Iredell
Mapped Series Chewacla State North Carolina
Location 50 feet south of #18 Plot Dee B19

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
Ap 0-18 10YR 4/4 clay loam many fine roots
Bg1 18-31 5YR 4/2 5YR 5/8 many, coarse, faint clay

Bg2
31-90
10YR 5/1
5YR 4/8
many, medium, distinct
clay oxidized root channels; top of
water table at 32 inches; clay
becomes tighter with depth

0 • •

Aelo loullslp 'wnlpow 'Auew 8/9 2Ilkg 6/g xAM 06-9£ ZM9
sayoul 6Z le elgel aalem jo do; pues r(weol lulej 'wnlpow 'Auew g/g y,kg Z/V 8A9 9£-6Z 6M8
weol Aelo lulej 'asjeoo 'Auew 9/9 UA9 Z/V ulkg 6Z-9 6 638
weol t7/t7 2il106 96-0 dy
sluowwoa oanlxoj, lsejluoa/oouepungy
oil3oW aoloo aAlow aoloo xlalew ('ul) yldoa uozlaoH
OZ13 ago 301d 66# 10 glnos 1991 og uolleoo-i
eulloaea WON olels eloemaya solaos po ew
Ilopoil lunoa gsnayl eu el pue peig plaeH sJOle Ilsonu
I
£OOZ/£Z/V olea gliS uolle llI1N youeJg 91lW anlJ oils loo oad
uaao j uoildiaosea aNOM IIoS
• 0 0
Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 4/23/2003
Investigators Harold Brad and La na Thrush County Iredell
Mapped Series Chewacla State North Carolina
Location 50 fee t south of #20, 30 feet in the woods Plot Dee B21

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-21 5YR 4/2 5YR 5/8 many, medium, faint clay loam
C1 21-58 7.5YR 4/1 2.5YR 4/8 many, medium, distinct sandy clay loam Rocks at 24 inches; oxidized
root channels; gravel
C2 58-84 Gley 2 4/5PB 7.5YR 6/8 few, medium, distinct sandy clay gravel

0

SaSSBLU
olue6ao ?oelq soNell eolw
weol
;oul;slp 'Gull 'Mal
g/b 2106
9/9 21AS
006-09
E9
sa?ell cop weol 9/E 21AZ 09-9E Z8
Algwnio 'say ell eolw weol 9117 2106 9E-96 68
saNell eolw Aelo 9/E 2101, 96-6 618
saNell eolw weol Aelo 9/E UATZ 6-0 dy
s;uoWWO3 o.in;xal jsea;uo3/oouepungy
OMOW aoloo el);oW aoloo x1i3eW (•ul) 41dap uozlaoH
6o Gap 3oid ape ua oa woal;Gal Og :eaae;oa oa to pug woll;sann;Gal OOL uol;eoo-I
eullaeD yuON MIS eloemago solioS po eW
Ilopail ;unoo 4sna4J. eu el pue pei8 pioJeH sao)e I;sanul
EOOZ/trZ/ir o;ea a;lS uolle I;IW 4oueJ8 al!W Gn!j
oils 430fo
L Jd
uaao:j uoildinsea aWOM HOS
0 0 0
Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 4/24/2003
Investigators Harold Brad and La na Thrush Count Iredell
Mapped Series Chewacla State North Carolina
Location 700 feet west from end of project area; 100 feet from property edge Plot Dee C2

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
0-18 2.5YR 3/6 clay loam
18-42 1 OR 4/6 clay loam
42-70 10YR 6/8 1OR 4/6 many, coarse, distinct loam
70-76 10YR 6/8 1 OR 4/6
1OR 7/1 many, coarse, distinct
many, coarse, distinct sandy loam oxidized root channels
76-100 1OR 7/1 10YR 6/8
1 0YR 4/6 many, coarse, distinct
many, coarse, distinct sandy loam

J

+96
weol Aelo Apues joullslp 'aulj 'uowwoo 9/t7 W 9/9 2JATL 96-9t7
pues Aweol 9/£ W6 9t7-0 d
sluotuuaoa oanlxojL lsejluoa/oouepungy
ollloW aoloa ollloW aoloa x1a3eW ('ul) tlldoa uozlaoH
CO aad lold a pa pa oa wojj }aal 096 !eaae loa oa jo pue wojj;som Taal OOL uolleao-1
Cullaea WON olelS eloeme4o solieS pa eW
ilapaii lunoa ysnayl eu e-l pue peJ8 ploaeH saole llsonul
EOOZ/tiz/h olea a3!S uo!le l}lW ll3uel8 al!W anlJ OUS 13010M moms
w-io_q uoildinsea a1!1oM HOS
0 0 0
Soil Profile Description Form -
Project Site Five Mile Branch Mitigation Site Date 4/24/2003
Investigators Harold Brad and La na Thrush Coun Iredell
-Mapped Series Chewacla State North Carolina
Location 3900 feet east of the Swann Road bride Plot Dee C4

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-45 1OR 316 clay
Btl 45-72 10YR 6/8 1 OR 418 many, coarse, distinct sandy clay loam black organic deposits; gravel
present
Btg1 72-85 7.5YR 8/1 2.5YR 4/8
7.5YR 7/6 many, medium, distinct
many, medium, distinct sandy clay loam rock at bottom of profile

9 0
0

solue610 weol Itpues loullslp Umpow 'uowwoo
loullslp 'wnlpaw 'Auew
8/9 &k9'L
08-E9
Z38
palemles weol Aelo 9/£ ulkg•Z £9-4b 438
weol Aelo Apues i7/t7 ulkg•Z 4b-O `d
SIUOWW03 oanlxoj, wjjuoa/oouepungy
01POW aoloa 0113oW aoloo x1ijeW (-ul) y;doa uozlJoH
go aaa Told a ppq peon{ uuemS 843 Jo lsea 329 1006£ uol;eoo-j
eulla1eO 43JON 03e3s eloema4o solioS po eW
IlePaat lunoa 4snj41 eu e-l pue pea8 ploaeH Saole I;SOnul
EOOZ/t7Z/17 olea ells uo!le ll!W 4auej8 911W anlJ MIS )oo oad
uaao:j uoildiiosea aMOM HOS
0 0
Soil Profile Description Form
L-1
Project Site Five Mile Branch Mitigation Site Date 5/13/2003
Investigators Harold Brad and La na Thrush County Iredell
Mapped Series Chewacla State North Carolina
Location 3900 feet east of the Swann Road bride Plot Dee C6

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-10 5YR 4/4 loam
Bt1 10-33 2.5YR 3/6 sandy clay loam washed gravel present
Bt2 33-48 2.5YR 3/4 sandy loam washed gravel present
Btg1 48-58 7.5YR 6/1 7.5YR 5/8 common, medium, distinct sandy loam saturated
Bt 2
g 58-80+ Gle 2 6/51313
y 7.5YR 5/8
5YR 5/8 many, coarse, distinct
many, medium, distinct
sandy clay loam

weol Apues 8d5/9 Z A@IJ +08-89 668
weol Aelo Apues }oul}slp 'wnlpaw 'uowwoo
}ou1lslp'wnipaw'Auew 8/5 UATL
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Z/9 UA9'Z
89-8t7
6618
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9/b 8ATZ
8dgM7 Z AGIJ
8b-6£
6MN8
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s}uoluwoD oin;xol }sej}uoo/oouepungy
of}}ow MOO oillow aoloo xla)ew (-ul) yjdoa uozlaoH
LC) 0aa }old a plaq pe08 uuMS 94110 }sea 10,11006£ u011e30-1
eulloaeD 4VON MIS eloemago sopoS po eW
IIGPGJi ;unoo 4snj41 eu el pue peag plOJeH sao}e I}sanul
£OOZ/£6/S o}eq On voile Ilm 4ouej8 01!IN 0n!d oils )Dofoj
wjo.q uoi;dmosea aMOM HOS
9 0
Soil Profile Description Form
Is
Project Site Five Mile Branch Mitigation Site Date 5/13/2003
Investigators Harold Brad and La na Thrush County Iredell
Mapped Series Chewacla State North Carolina
Location 3900 feet east of the Swann Road bride Plot Dee C8

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-12 5YR 4/4 loam
Bw1 12-41 2.5YR 3/6 sandy loam angulated gravel present
Btgl 41-46 5YR 4/1 sandy clay loam saturated
Btg2 46-51 Gley 2 4/5PB 2.5YR 4/8 common, medium, distinct sandy clay loam
Btg3 51-56 5YR 6/1 7.5YR 5/8
5YR 4/6 many, medium, distinct
few, fine, distinct sandy clay
Btg4 56-80+ Gley 2 5/5PB 7.5YR 5/8 many, coarse, distinct sandy clay saturated

0 0

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6/9 UA9
817-9 6
Z618
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8/9 dA9
806/17 Z ?(01J
917-6 6
6618
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011jo W J0103 013joW J0103 x1a;eW ('u!) g1dap uozlaoH
60 eaQ Sold a pliq peon uuemS gy;JO ;WO 10a l 006£ u011eo0-1
culiOJe0 4PON o3e3S eioemayo so!ie
S Po elAl
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COME 6/9 plea 011S u0!1e !1!W gOUeae 011W gn!d 01IS 300 oad
uaao:j uoildinsea 01!Ioad 110S
+? !
Soil Profile Description Form
Project Site Five Mile Branch Mitigation Site Date 5/13/2003
Investigators Harold Brad and La na Thrush County Iredell
Mapped Series Chewacla State North Carolina
Location 3900 feet east of the Swann Road bride Plot Dee C10

Horizon
Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments

A
0-23
10YR 6/3 5YR 5/8
7.5YR 5/8
5YR 6/1 many, corse, distinct
common, fine, distinct
many, medium, distinct
clay loam
Btg1 23-51 Gley 2 5/5PB 7.5YR 5/8 many, coarse, distinct sandy clay saturated
Btg2 51-80 Gley 2 4/5PB fine sandy clay
loam

0 0

weol Aelo Apues 3ulel 'esaeoo 'Auew 8/9 ?J.15'L Z/9 2iA9'L ZL-9i7 2638
weoi Aelo Apues 3ou13slp 'wnlpaw 'uowwoo
3oullslp 'asmoo 'Auew 9/17 ulkg
8/9 2Ilko L
L/5 H?9
9b-VC
AS
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weoi Z/9 uA0 L Z L-9 LM8
weoi t71b U kg*L 9-0 d
sluewwoo einlxel lsealuoo/aouepungy
GRIM aoloo elllow J0I03 XpleW (•ul) 43dea uozlaoH
L Lo aaa 101d a pliq peon uuemS 9y3 30 lsea 399 1006E uolleoo-j
BullOJea WON elelS eloeMago se as a e
! Sp W
IIOPaal lunoo gsnayi eu el pue peig PIOJeH sJOle Ilsenul
EOOZ/bL/5 oleo 93!S U013e lalW u0ueJ9 911W anlJ NIS 13010M
uaao_q uoildinsea al!Ioad HOS

0 i
Soil Profile Description Form
t Site Five Mile Branch Mitigation Site Date 5/14/2003
Investigators Harold Brad and La na Thrush Count Iredell
V
Series Chewacla State North Carolina
tion 3900 feet east of the Swann Road brid e; to of bank Plot Dee C12

Depth (in.)
Matrix Color
Mottle Color Mottle
Abundance/Contrast
Texture
Comments
A 0-3 5YR 4/4 loam many fine roots
AB 3-14 2.5YR 4/6 loam
BA 14-27 2.5YR 4/6 coarse loamy
sand
Bg1 27-33 5YR 4/2 2.5YR 4/8 many, medium, distinct sandy loam saturated
Bg2 33-53 10YR 5/2 5YR 4/6 many, medium, distinct sandy clay loam oxidized root channels presen
Bg3 53-80 Gley 2 6/51313 5YR 5/8 common, medium, distinct sandy loam

Appendix C
Monitoring Gage Data
0
0
0
- Five Mile Branch
Wetland and Stream Mitigation Site
Iredell County, NC
Daily Precipitation Gauge Location No. 1
Monitoring Period
Gw Elevation August 18, 2000 to February 15, 2005

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-------•--- GW Elevation
Five Mile Branch
Wetland and Stream Mitigation Site
Iredell County, NC
Gauge Location No. 2
Monitoring Period
FE±h_ 4R 9nnn fn Ilacamhar 43 2nng

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Daily Precipitation
0
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Gauge Location No. 4
April 30, 2000 to December 13, 2005
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Wetland and Stream Mitigation Site
Iredell County, NC
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Monitoring Period
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Iredell County, NC
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Groundwater Elevations
April 13, 2005 to June 16, 2005
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Five Mile Branch Stream Restoration Project
Applicant/Owner: NCDOT
Investigator(s): Harold M. Brady/ Bob Lepsic
Do Normal Circumstances exist on the site? es No
Is the site significantly disturbed (Atypical Situation)? es o
is this area a potential Problem Area? Yes
Date: 15-Nov
County: Iredell
State: North Carolina
Community ID: Upland
Transect ID: A
Plot ID: 716
on
0
9
VEGETATION
Dominant Plant Species Stratum Indicator Dominant ant S pecies Stratum Indicator
1'. Cornus /lorida tree FACU 9. Pinus taeda tree FAC
2. Liquidambar styraeiflua tree FAC 10. Prunus serotina tree FACU
3. Toxicodendron radicans vine FAC 11. Vitis rotundifolia vine FAC
4. Oxydendron arboreum tree FAC 12.
5. Aeer rubrum tree FAC 13.
6. Fagus grandifolia tree FACU 14.
7. Juniperus virginiana tree FACU- 15.
8. Minus 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.
HYDROLOGY
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
cnrr c
Map Unit Name
(Series and Phase): Chewacla soils Drainage Class: Somwhat poorly
Field Observations
Tax ncmy (SubgioupF7wvaquenticDy,strudepts Confirm Mapped Type? Yes C?
Profile Description.
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Mansell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-2 A 1017? 41'4 sandy clay loam
1-10 BI 10YR 514 clay loam, blocky
10r B2 1017? 7/8 clay loam, sand inclusion
Hzdric 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 Lour-Chromes Colors Other (Explain in Remarks)
Rem: rksLocated on roadway embankment.
WRTI.AND DF,TF,RMINATION
Hydroph}tic Vegetation Present? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No
Remarks Plot was taken approximately 30 feet uphill from PlotAl6
Is this Sampling Point Within a Wetland? Yes No
0
9
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Five Mile Branch Stream Restoration Project
Applicant/owner: NCDOT
Investigator(s): Harold M. Brady/ Bob Lepsic
Do Normal Circumstances exist on the site? es No
Is the site significantly disturbed (Atypical Situation)? es 17o
Is this area a potential Problem Area? Yes o
(If needed, explain on reverse)
Date: 15-Nov
County: Iredell
State: North Carolina
Community ID: Upland
Transect ID: B
Plot ID: B5
VEGETATION
Dominant ant pecies Stratum Indicator Dominant Plant S pecies Stratum Indicator
1. Cornusjlorida tree FACU 9. Pinus taeda tree FAC
2. Liquidambar styraeiflua tree FA '- 10. Prunus serotina tree FACU
3. Toxicodendron radicans vine FAC 11. Vitis rotundijolia 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.
HYDROLOGY
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
CniT.S
l.iap Unit Name
(Series and Phase): Cecil soils Drainage Class: Well-drained
Field Observations
Taxonomy (Subgroup Typic Kanhapludults Confirm Mapped Type? es No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-2 A 10 R 414 sandy clay loam
2-10 BI 10iR 5,14 clay loam, blocky
10+ B2 10YR 718 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 Lon-Chroma Colors Other (Explain in Remarks)
Remarks
AVETLAND DETERMINATION
H} droph}tic Vegetation Present? Yes No
Wetland Hydrology Present? Yes PXo
Hydric Soils Present? Yes Remarks Plot it-as taken approximately 30 feet uphill from Plot B5

Is this Sampling Point Within a Wetland? Yes No

0
0-
0
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Five Mile Branch Stream Restoration Project
Applicant/Owner: NCDOT
Investigator(s): Harold M. Brady I Bob Lepsic
Do Normal Circumstances exist on the site? es No
Is the site significantly disturbed (Atypical Situation)? es o
Is this area a potential Problem Area? Yes o
(If needed, explain on reverse)
Date: 15-Nov
County: Iredell
State: North Carolina
Community ID: Upland
Transect ID:
Plot ID: CIO
VEGETATION
Dominant ant pecies Stratum Indicator Dominant ant Species Stratum Indicator
1. Cornus Florida tree FACU 9.
2. Liquidambar styracijlua 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.
HYDROLOGY
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
smus
Map Unit Name
(Series and Phase): Altavista fine sandy loam Drainage Class: Moderately well-drained
Field Observations
Taxonomy (SubgroupAquic Hapludults Confum Mapped Type? es No
Profile Des<-riptiom
Depth Liatrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) Wunsell Moist) Abundance/Contrast Structure, etc.
0-2 A 101R 414 sandy clay loam
2-10 BI 10 R 514 clay loam, blocky
10+ B2 IOYR 718 clay lows, sand inclusion
Hydric Soil Indicators:
Ilistosol 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 Lon-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydroph}tic 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
9
U
LJ
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
0
Project/Site: Five Mile Branch Stream Restoration Project
Applicant/Owner: NCDOT
lavestigator(s): Harold M. Brady/ Bob Lepsic
Do Normal Circumstances exist on the site? es No
Is the site significantly disturbed (Atypical Situation)? es o
Is this area a potential Problem Area? Yes
(If needed, explain on reverse)
Date: I5-Nov
County: Iredell
State: North Carolina
Community ID: PFOI
Transect ID: A
Plot ID: A16
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species St7a'tum Indicator
1. Arundinaria gigantea grass FACW 9.
2. Liquidambar styraciflua tree FAC 10.
3. Carew spp. grass FACW 11.
4. Nyssa sylvatica tree FAC 12.
5. Ulmus amerieana tree FAC 13.
6. hitis 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:
I
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")
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
R 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
:Lap Unit Name
(Series and Phase): Chewacla soils Drainage Class: Somewhat poorly
Field Observations
Taxonomy (Subgroup F7uvaquenticlhstrudepts Confirm Mapped Type? Yes C?
Profile Description:
Depth :Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (IMunsell Moist) (Mansell Moist) Abundance/Contrast Structure, etc.
0-2 A 2.51R 512 clay loam
2 B 2.51R 611 SY 618 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 I'doisture Regime Listed on Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
X Gleyed or LotirChroma Colors Other (Explain in Remarks)
Remarks This area is likely an inclusion of Mchadkee soils within an area mapped as Chewacla.
WETLAND DETERMINATION
Hydroph}tic 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 3/92
0
0
0
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
0
Project/Site: Five Mile Branch Stream Restoration Project Date:
Applicant/Owner: NCDOT County.
Investigator(s):_ Harold M. Brady /BobLepsic State:
Do Normal Circumstances exist on the site? Ps No
Is the site significantly disturbed (Atypical Situation)? o
Is this area a potential Problem Area? Yes 1771
(If needed, explain on reverse)
1S-Nov
Iredell
North Carolina
Community ID: PF01
Transect ID: B
Plot ID: B5
VEGETATION
I Dominant ant PI Stratum Indicator Dominant P ant necies Stratum Indicator
1! Arundinaria gigantea grass FACW 9.
2.1 Liquidambar styraeiflua tree FAC 10.
3 .Carer spp. grass FACW 11.
4. Typha latifolia grass FACW+ 12.
5. Ulmus amerieana tree FAC 13.
6. iVitis 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%
i
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.)
Remarks:
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)
SOILS
NL-p Unit Dame
(Series and Pie): Chexaela soils Drainage Class: Somewhat poorly
Field Observations
Taxonomy (Subgroup F&naquentic DystrudepGs Confirm Mapped Type? Yes ME
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
"inches) Horizon (Afunsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-2 A 2_5YR 512 clay loam
2 B 2.5YR 611 6Y 618 small sandy clay loans
Kydric Soil Indicators:
Histeool Concretions
_
Ilistic Epipedon High Organic Content in Surface Layer in Sandy Soils
X Sulfrdic Odor Organic Streaking in Sandy Soils
X Aquic Moist= Regime Listed on Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks Tlds area is likely an inclusion of Melurdkee soils n thin an area mapped as Cheivacla.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland fes No
Remarks Plot taken approximately 10 feet dminhill from B5_
Approved by HQUSACE 3/92
U
4)
0
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
0
i
Project/Site: Five Mile Branch Stream Restoration Project
Applicant/Owner: NCDOT
Investigator(s): Harold M. Brady/ Bob Lepsic
Do Normal Circumstances exist on the site? es No
Is the site significantly disturbed (Atypical Situation)? es o
Is this area a potential Problem Area? Yes o
(If needed, explain on reverse)
Date: 15-Nov
County: Iredell
State: North Carolina
Community ID: PF01
Transect ID:
Plot ID: C10
VEGETATION
Dominant ant pecies Stratum Indicator Dominant Plant Species Stratum Indicator
1. Arundinaria gigantea grass FACW 9.
2. Liquidambarstyraeiflua 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.)
Remarks:
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)
E]
SOILS
Map Unit I`Tame
(Series and Phase): Chew•acla soils Drainage Class: Somewhat poorly
Field Observations
Taxonomy (Subgroup FhnaquenticDystrudepts Confirm Mapped Type? Yes Mo
Profile Description-
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-2 _-l 2_5IR 512 clay loam
2T B 2.517? 611 .iY 618 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 Colors Other (Explain in Remarks)
Remarks This area is likely an inclusion of Mehadkee soils itithin an area mapped as Chewaela.
WETLAND DETER RNATION
Hydroph)tic Vegetation Present? Yes No
Wetland Hydrology Present? Yes No
Hydrie Soils Present? Yes No Is this Sampling Point Within a Wetland. Yes No
Remarks Plot taken approximately 10 feet downhill from C10.
Approved by HQUSACE 3/92
0

0
d? SUT(
i
61CADIs Sea o?n 1 .
,nt North STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
September 2, 2004
Memorandum To: Ed Hajnos
Project Manager
NC Ecosystem Enhancement Program
NCDENR
From: Kathy Herring, Environmental Biologist
Office of Natural Environment
REGEIVED
S E P 3 2004
NC ECOSYSTEM
ENHANCEMENT PROGRAM
LYNDO TIPPETT
SECRETARY
COO p`Y
Subject: Benthic macroinvertebrate survey of Fifth Creek and Beaver Creek: a
mitigation site to offset impacts from TIP R-2240WM
Benthic macroinvertebrates were collected from two sites on Fifth and one site on Beaver
Creek on June 10, 2004. The project sites are located in Iredell County in the Yadkin River
basin.
Sampling Locations and Site Descriptions
Macroinvertebrates were collected form the locations indicated on Figure 1.
Macroinvertebrate Sampling Methods
The Qual 5 method used by NC DOT was developed by the NC division of Water Quality. This
method should only be used for very small streams that will likely have few EPT taxa but where
data are needed to asses differences in benthic communities between sites. At present biological
classifications are not assigned to samples collected from such small stream systems.
Benthic macroinvertebrates were collected at all stations using methods intended to assess
between-station differences in water quality. The benthic communities can be compared in
upstream/downstream situations or site to site comparisons in similar streams.
A composite of five samples was taken at each site: 1 kick, 1 sweep, 1 leafpack, 1 rock/log wash
and visual collections. All macroinvertebrate groups were collected and identified. The primary
output was a taxa list, with some indication of relative abundance for each taxon. Organisms
were classified as Rare (1-2 specimens), Common (3-9 specimens), or Abundant L10
specimens).
Several data-analysis summaries (metrics) can be produced from such samples to evaluate
water quality conditions. These metrics are based on the idea that unstressed streams and rivers
have many invertebrate taxa and are dominated by intolerant species. Conversely, polluted or
otherwise stressed streams have fewer numbers of invertebrate taxa and are dominated by
tolerant species. The diversity of the invertebrate fauna is evaluated using taxa richness counts;
the tolerance of the stream community is evaluated using a biotic index.
Total taxa, EPT taxa richness, and the Biotic Index values were compared between sites. In
1 general, higher EPT taxa richness values and lower Biotic Index values usually indicate better
stream quality.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.STATE.NC.US RALEIGH NC
RALEIGH NC 21699.1548
Fig& 1. Benthic Macroinvertebrate Sampli*Locations
0
South Ya1dk1n Rive
LLISON GODS
` ' ,fir ` '• .,r 1, '?.•1 "? ?3?"/
q0 A Soh
THERMOPSIS MOLL?IS SENSU S RICTO adk?h Ri
Cooi Springs /l
Fifth Creek oaostus r- % en UM HELLERRII? AR HELLS
"040610.3 / TH YADKIN RM1fG..
Five Mile Branch HEATH BLUFFS
PV r Mitigation-Site
040610'1
RY-MESIC OAK-HICKORY FOREST
J Beaver Creek
? t • ,1
atesville,.
LON IEW ROAD DEPRESSION SWAMP
., MAGNOLIA MACROPHYLLA
-... ??., PLAND DEPRESSION SWAMP FOREST
BELL FARM 814LE
J
RAJAGNOLIA'SLOPES
N
W E
3 0 3 6 Miles S
Significant Natural Heritage Areas
National Significance
© State Significance
Q Regional Significance
[= Local Significance
( Not Ranked
NHP Managed area
Federal
State
Local
Private
Unknown
Natural Heritage Program
A Plant
4! Animal
Natural Community
O Special Animal Habitat
Natl. Hwy. Sys. (Primary Roads)
"Blue Ridge Parkway (Federal)
" Interstate
US
NC
?SR
City
Other
Proposed
Hydro - Rivers/Streams (100k)
Municipal Boundaries (24k)
r
Kick Net. A kick net is an easily constructed and versatile sampling device. It consists of a
double layer of flexible nylon door or window screening between two poles. The screening is
reinforced with denim along the edges and has lead weights sewn into the bottom edge.
The net is positioned upright on the stream bed, while the area upstream is physically
disrupted. The debris and organisms in the kick net are then washed down into a seive bucket
with a US Standard No. 30 mesh (0.600 mm opening) bottom, and larger leaves and debris are
removed. In very small streams, or in sandy areas lacking riffles, kicks should be taken from root
masses, "snags", or bank areas. All types of benthic macroinvertebrates can be collected by this
sampling device, but emphasis is placed on Ephemeroptera, Plecoptera and Trichoptera.
Sweep Net. A long-handled triangular sweep net is another versatile sampling device. Three
samples are taken by physically disrupting an area and then vigorously sweeping through the
disturbed area. Sweeps are usually taken from bank areas, including mud banks and root
masses, and macrophyte beds. Bank samples are particularly important for the collection of
"edge" species which prefer low current environments. Look for Chironomini (red chironomids),
Oligochaeta, Odonata, mobile cased Trichoptera, Sialis, Crustacea, and certain Ephemeroptera.
A sweep net also can be used to sample gravel riffle areas where stone-cased Trichoptera may
be abundant
Fine-Mesh Sampler. Since the kick and sweep nets utilize a relatively coarse mesh size, an
alternate sampling technique was devised to sample the smaller invertebrates (especially the
Chironomidae). The resulting sampler is known as a "chironomid-getter". A cylinder is cut from
four inch PVC pipe. Fine nitex mesh (200 microns) is placed between PVC pipe fittings that are
designed to screw together. The exact dimensions are not critical, but the cylinder should fit inside
another container, usually a one quart plastic container. This device can be used in a variety of
ways.
The simplest technique is to wash down rocks or logs in a large plastic tub partially filled with
water. Rocks are selected which have visible growths of pedphyton, Podostemum, or moss. Any
large particulate material (leaves, etc.) is washed down and discarded. A single composite
sample can be made from several rocks and/or logs. The material remaining in the basin is
poured through the fine mesh sampler and the water allowed to drain out completely. The residue
is preserved in 95% ethanol. This is accomplished by placing the fine mesh sampler into another
container which is half filled with alcohol.
Leaf-Pack Samples. Leaf-packs, sticks and small logs are washed down in a seive bucket
with a U.S. Standard No. 30 seive (0.600 mm openings) bottom, and then discarded. Generally,
three to four leaf packs are collected from rocks or snags in fast current areas. The best leaf
packs consist of older leaves (not freshly fallen) that have begun to decay. Piles of leaves in pool
areas should not be collected.
Visual Search. Visual inspection of large rocks and logs (the larger, the better) often adds to
the species list. Large rocks and logs are a preferred microhabitat because of their stability during
floods, Always look in a number of different areas (not just riff les). Rocks and logs in pools often
yield additional species, as this habitat is not well sampled by either kicks or sweeps.

SITE DESCRIPTIONS AND RESULTS
Summary data for all sites is presented in Table 1. Complete benthic community data is available
in Appendix 1.
r
11

Table 1. Summary of sampling results for Beaver Creek and Fifth Creek, June 10, 2004
Stream Beaver Cr Fifth Creek US Fifth Creek DS
Sample# 040610.1knm 040610.2knm 040610.3knm
Date 6/10/04 6/10/04 6/10/04

E hemero tera 8 6 8
Pleco tera 3 3 3
Tricho tera 6 1 5
Coleo tera 7 6 3
Odonata 5 5 5
Me alo tera 2 0 1
Diptera:
Chironomidae 11 7 9
Misc. Di tera 4 1 2
Oli ochaeta 1 0 0
Crustacea 0 0 0
Mollusca 2 1 1
Other 0 0 1
Total Taxa Richness 49 30 37
EPT Richness 17 10 16
EPT Abundance 69 54 96
Biotic Index 5.08 5.20 5.22

Width m 4.5 4 8
Average Depth 0.05 0.05 90
Cano 95 95 4
Aufwuchs Moderate Moderate Moderate
Bank Erosion Severe Severe Severe
Substrate
Boulder/Bedrock p 0 0
Rubble 0 0 0
Gravel 20 Trace trace
Sand 70 90 90
Silt 10 10 10
There was only a slight difference in water quality between all sites. None of the sites had had an
abundance of either highly intolerant or highly tolerant taxa. The upstream site on Fifth Creek,
below 1-40 exhibited the worst physical and biological conditions with only 10 EPT taxa compared
to 16 EPT taxa at the downstream site. Substrate at the two sites on Fifth Creek was
predominately sand while Beaver Creek had a substrate consisting of at least 20% gravel riffles.
This change in habitat produced a lower EPT abundance.
The reference stream, Beaver Creek had the highest total taxa richness, highest EPT taxa
richness and the lowest BI of the three sites sampled, indicating slighlty better conditions than in
Fifth Creek.
CC: Neil Medlin
Appendix 1. Taxa list with indication of relative abundance. A= Abundant L10), C=Common (3-9),
R=Rare (1-2).
BEAVER FIFTH CR FIFTH CR
CR
Taxon Control Upstream Downstrea

EPHEMEROPTERA M
BAETIS FLAVISTRIGA C
BAETIS INTERCALARIS C A A
BAETIS PLUTO C C C
BAETIS PROPINQUUS C C A
PLAUDITUS GLOVERI (formerly in R
Barbaetis)
CAENIS SPP R R C
ISONYCHIA SPP A R A
STENONEMA MODESTUM A C A
STENACRONINTERPUNCTATUM R R
PLECOPTERA
ECCOPTURA XANTHENES R
PARAGNETINA FUMOSA C A A
PERLESTA SPP A A A
PTERONARCYS SPP R C
TRICHOPTERA
CHEUMATOPSYCHE SPP A A A
HYDROPSYCHE BETTENI C C
HYDROPSYCHE VENULARIS R
SYMPHITOPSYCHE SPARNA R R
NEOPHYLAX SPP C
PYCNOPSYCHE SPP C
TRIAENODES IGNITUS C A
COLEOPTERA
ANCHYTARSUS BICOLOR R R
ANCYRONYX VARIEGATUS R
DINEUTES SPP A R R
DUBIRAPHIA SPP R
HELICHUS SP A R R
MACRONYCHUS GLABRATUS A C A
SPERCHOPSIS TESSELLATUS R
STENELMIS SPP R R
ODONATA
BOYERIA VINOSA C C C
CALOPTERYX SPP R C
CORDULEGASTER SPP R
GOMPHUS SPP C R R
OPHIOGOMPHUS SPP
' A C A
PROGOMPHUS OBSCURUS R R R
MEGALOPTERA
NIGRONIA SERRICORNIS R
SIALIS SPP R R
DIPTERA: CHIRONOMIDAE
CONCHAPELOPIA GROUP R R R
L ARSIA SP R
BRILLIA SP R R
t.
0
0
TVETENIA BAVARICA GR (E SP1) R
PARAMETRIOCNEMUS LUNDBECKI R
RHEOCRICOTOPUS ROBACKI (R SP1) R
XYLOTOPUS PAR R R
DIPTERA: CHIRONOMIDAE, continued
CRYPTOCHIRONOMUS SPP R R
DEMICRYPTOCHIRONOMUS SPP\ R
MICROTENDIPES SP2 (RYDALENSIS R
GR)
MICROTENDIPES SP3 (Dark Head) R
POLYPEDILUM CONVICTUM R
POLYPEDILUM ILLINOENSE R
POLYPE-DILUM SCALAENUM R R
PHAENOPSECTRA SPP C R
STENOCHIRONOMUS SP R
STICTOCHIRONOMUS SP R
RHEOTANYTARSUS SP R R
TANYTARSUS SP3 R
MISC. DIPTERA
DIXA SP C
EMPIDIDAE R
HEXATOMA SP R C
SIMULIUM SP R
TIPULA SP C C
OLIGOCHAETA
MEGADRILES (EARTHWORM R
FAMILIES)
PELYCEPODA
CORBICULA FLUMINEA R R R
GASTROPODA
ELIMIA SP R
Total Taxa Richness 49 30 37
EPT Taxa Richness 17 10 16
EPT Abundance 69 54 96
NC Biotic Index 5.08 5.20 5.22
0
gRATS
COPY
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDo TIPPETr
GOVERNOR
SECRETARY
September 17, 2004
Memorandum to: Ed Hajnos, Project Manager
NC Ecosystem Enhancement Program, NCDENR
From: Neil Medlin, Environmental Supervisor
Natural Environment Biological Survey Unit, NCDOT
Subject: Fish Survey Report for Proposed Stream Restoration Project, Fifth
Creek, Iredell County, TIP Project #R-2240WM.
Fish community samples were collected from one site on Beaver Creek and two
sites on Fifth Creek on June 9, 2004. The surveys were conducted by NCDOT staff
members N. Medlin, Jared Gray, Mary Frazer, and Mike Sanderson, and EEP staff
member E. Hajnos. The sampling locations were the same as those for the
macroinvertebrate surveys (memo dated September 2, 2004). These locations are
represented on the project map as Site No. 1, (Beaver Creek), Site No. 2 (Fifth Creek
upstream), and Site No. 3 (Fifth Creek downstream).
Survey Methods
Fish surveys were conducted using two Smith-Root Model LR-24 backpack
electrof shing units, a 12-foot seine, dip nets, and collection buckets. The collection
techniques used included pulling the seine through the pools and slower moving runs.
Faster flowing runs and riffles were sampled by using the electrofishing units to shock
downstream to the stationary seine held by two collection team members. One team
member with a dip net and collection bucket stayed with the biologist using the
electrofishing units and collected any stunned fish that failed to drift downstream into the
seine. The electrofishing units were also used to sample the edge and woody debris
habitats while other collection team members used dip nets to gather the stunned fish.
All fish were identified streamside and released near the area from which they were
collected.
0
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1548 MAIL SERVICE CENTER
RALEIGH NC 27699.1548
TELEPHONE: [phone]
FAX: [phone]
WEBSITE. WWW.DOH.DOT.STATE.NC.US
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTO N STREET
RALEIGH NC
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.6ity .. t• t Y ..1ti ,w ?Q?t+,. 'S..: }a,`y 't ar,?s?? •,' f: .'Lad ? 1 ?y?~i ?•` 'a ..1'r"0w: ? 1 } w C La tt:'7`W:?TTTs ••'i„ ?Ir ??? ?? "'^t?? .q •- t, _ T'." r '-44 •-? r r
f?1 i+?i,d r. r a ? ('. 4 h'ti;: '+ r r q. .+ ? ? , ! P ? - :?i r y tr', ,,
• •r -'O`T• +1r ``:t} ter! i .:1Y ?,r •7r s _ ? ?yw..'?_ '?,n• Y? r ,t. ? '1'
ti!?}1 Y t. ,.,. .?s ,rr:,• } i'• x;'r t1 4 ttk ,'?-$? ,. :aa:` t ???i ??" ?yi ?, ,•1.? k.
:it ; Id ? s 1 < r? M: ,, A +j ( *+• ii W17,
S ; i 9? 3/tx t: t?lg. 1
•M ? 1?.? •,•• txtt- thi R':?ati '=F','Y '3. d?n?.t..? ,i ':`? S ? '?y' ? ?` < <• r t
c.r a:?r<r; ''` ? -' _ ( ... ?;i T " .e';..•Sy?p,•.. .??yy?l_ +a ?? ? . • i .sr t ? r .`. T ? i ? , ?f-s ,t . ` .
*-mamma on
????: •
r??''? ??rilti1?1?1 i"?"' •
WAR
rrr?st`?h'?, ,
The stream reach sampled at all sites was approximately 600 linear feet. The total
survey distance at the upstream site on Fifth Creek was slightly less due to difficulty in
walking through overhanging shrub/small tree branches.
Physical water chemistry parameters were measured at the collection sites using a
YSI Model 85 multiparameter field meter.
Results and Discussion
Physical water chemistry results were typical of small upper piedmont streams
during early summer. The slight elevation in stream temperature appears to reflect
increasing air temperature during the day. The upstream site on Fifth Creek was the first
stream sampled (mid-morning) and had the lowest water temperature. Conversely, the
downstream site on Fifth Creek was the last stream sampled (mid-afternoon) and had the
highest water temperature. All water chemistry measurements are presented below in
Table 1.
Table 1. Physical Water Chemistry for 5`h Creek and Beaver Creek, Iredell County, June
9 ,2004.
Parameter
Temperature (°C)
Dissolved Oxygen (mg/1)
Conductivity (umhos/cm2)
Beaver Cr 5`h unstrm 5`h d, nstrm
21.7 20.0 22.3
8.3 8.2 7.9
84 90 88
Thirteen (13) fish species were collected during the sampling effort with the
bluehead chub and creek chub being the most abundant at all three sites (Table 2). The
highest number of species (10) was collected from the Beaver Creek location and the
lowest number of species (8) was collected from the upstream site on Fifth Creek.
Although the difference is only two species, the difference corresponds to the most
favorable instream habitat at the Beaver Creek site and the least favorable habitat at the
upstream Fifth Creek site. The instream habitat in the Beaver Creek sample reach
contained riffle, run, and pool habitat with the substrate including cobble, gravel, and
sand. There were no riffles in the upstream Fifth Creek sampling reach and the substrate
was composed almost entirely of sand. The fantail darter is a species typically associated
with fast flowing water (riffles) and a rocky substrate. Fantail darters were common at
the Beaver Creek collection site that contained its preferred habitat, but absent from the
upstream Fifth Creek site where there was none of its preferred habitat.
The downstream Fifth Creek site's instream habitat was intermediate between the
!other two sample locations. The number of fish species collected (9) was also between
the other two sites. Fantail darters were collected at the downstream Fifth Creek site, but
they were rare.
Table 2. Fish Species and Relative Abundance for 5ch Creek and Beaver Creek, Iredell
County, June 9, 2004 (A - Abundant C - Common R - Rare)

Species Relative Abundance
Beaver Cr 5`h upstrm
5`h dnstrm
Rosyside dace, Clinostomus funduloides C C
Highback chub, Hybopsis hypsinotus R C
Bluehead chub, Nocomis leptocephalus A A A
Redlip shiner, Notropis chiliticus R C C
Creek chub, Semotilus atromaculatus A A A
White sucker, Catostomus commersoni R
Striped jumprock, Scartomyzon rupiscartes R
Snail bullhead, Ameiurus brunneus R R
Bluegill, Lepomis macrochirus R
Redbreast, Lepomis auritus A C A
Largemouth bass, Micropterus salmoides R
Tessellated darter, Etheostoma olmstedi A C C
Fantail darter, Etheostoma flabellare C R
Electrofishing seconds 3389 1999 3029
F? 1
LJ

0
Appendix F
SHPO Concurrence Letter
u
0
V2ARCADIS
Infrastructure, buildings, environment, communications
Ms. Renee Gledhill-Earley
State Historic Preservation Office - Survey and Planning
Department of Cultural Resources
109 East Jones Street
Raleigh, North Carolina 27601-2807
Subject:
NCDOT Stream Restoration Feasibility Study of
Beaver Creek And Fifth Creek (Five Mile Branch)
Statesville, Iredell County, North Carolina
Dear Ms. Gledhill-Earley:
ARCADIS of North Carolina, Inc. has been contracted by the North Carolina Department of
Transportation to provide engineering and environmental services to complete a stream
restoration mitigation plan. Attached is a portion of the Statesville East USGS 7.5
Minute Quadrangle Map depicting the project location (Figure 1). Details of the site are
listed below.
Beaver Creek and Fifth Creek, TIP No. R-2240 WM: Beaver Creek and Fifth Creek
are located in Iredell County, between Statesville and Cool Springs, North Carolina.
The subject mitigation site includes approximately 175-acres of land adjacent to
Interstate 40 east of Statesville. The project area would begin approximately 6,000
feet upstream of the Swann Road bridge that crosses I40, and will extend
northeastward approximately 3,000 feet along Fifth Creek (Figure 1). Land use in
this area is predominately agricultural. In accordance with the National
Environmental Policy Act, we reviewed your files on November 1, 2002, for
properties listed on or eligible for listing on the National Register of Historic Places
and archaeological sites near the location listed below.
USGS Topographic Quadrangle: Statesville East, NC
ARCADIS G&M of North
Carolina, Inc.
801 Corporate Center Drive
Suite 300
Raleigh,
North Carolina 27607-5073
Tel 919 8S4 1282
Fax [phone]
www.arcadis-us.com
TRANSPORTATION
Date:
22 October 2002
Contact:
Cindy S. Carr
Phone:
143
Email:
[e-mail]
Renee Gledhill-Earley Date
State Historic Preservation Office - Survey & Planning
ern ? 46Y
,?
Susan Myers J Date
SHPO- Office of State Archaeology
We request your concurrence with our finding of no impact to historic resources as a result
of the proposed mitigation site, indicated by your signature above. If you have any
Part of a bigger picture

0
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project(Site: Five Mile Branch Date: 121412002
Applicant/Owner: NCDOT County: Iredell
Investigator(s): Harold Brady and Layna Thrush State: North Carolina
Do Normal Circumstances exist on the site? Yes No Community II Wetland
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is this area a potential Problem Area? Yes No Plot ID:
f needed, explain on reverse)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
L. Quercusmichauxd canopy FACW- 9. Liquidambarstyraci/lua canopy FAC+
2.' Cornusamomum understory FACW+ 10. Quercusphellos canopy FACW-
3. Acer rubrum canopy FAC 11. Smilax rotundifolia vine FAC
4. Quercusfalcata canopy FACU 12. Viburnum dentatum understory FAC
5. Nyssa sylvatica understory FAC 13.
6. Juncus effusus herb FACW+ 14.
7. Platanus occidentalis canopy FACW- 15.
%. Osmunda regalis herb OBL 16.
Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-). 92%
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks)
Stream, Lake, or tide Gauge
Aerial Photographs
Other
z No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
x Inundated
a 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: 1 (in.) x Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves
Depth to Free Water in Pit: (in.) x Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: (in.) _ Other (Explain in Remarks)
Remarks:

SOILS
0
Map Unit Name
(Series and Phase): Wehadkee silt loam Drainage Class: Aquic
Field Observations
Taxonomy (Subgroup Fine-loamy, mixed, nonacid, thermic Typic Fluvaquent Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munselt Moist) Abundance/Contrast Structure, etc.
0 to 112 OA 2.5YR 311 Silty Clay Loam
112 to 3 A 5YR 513 Silty Clay Loam
3 to 16 B 2.5Y 611 10YR 616 Common/Disdnct Silty Clay Loam
10YR 614 Common/Distinct
16+ Bh 2.5Y2.511 Sandy Loam
Hydric Soil Indicators:
Histosol Concretions
_Histic Epipedon _High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
z Aquic Moisture Regime a Listed on Local Hydric Soils List
x Reducing Conditions Listed on National Hydric Soils List
a Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
I
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:
Approved by HQUSACE 3/92
•
0
Appendix H
Draft Design Sheets
1J
•
E
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
NATURAL CHANNEL DESIGN STREAM AND WETLAND RESTORATION PROJECT
-PRFTH-
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P1 2195 net
?' -
2265 2155 2161
u0 2166 A 64
sdm z 60
?112
Zi7 EGIN 2155
56 OJECT
? P4
VICINITY MAP
,111111111 I I IlJrrrr
???Q??EESSI pNq(yq',,':
SERE
023510
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D.
rrhnu m
SEAL NOT VALID UNLESS ynan ANn nATFn
DESIGN ENGINEER
(PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
AA Tq%j
Arm n%.u
S
G & M of North Carolina, Inc.
WWW.ARCADIS-US.COM
801 Corporate Center Drive, Suite 300
?clelgh N' 27807-5013
Tel; 919/854-1282 Fax; 919/854-5448
INDEX OF SHEETS
SHEETS NO. CONTENTS
I TITLE SHEET
Z LEGEND
3 GENERAL NOTES
3A-3C ALIGNMENT DATA
3D-3H MORPHOLOGICAL TABLES
4 TYPICAL SECTIONS
5-16 PLAN SHEETS
17 - 48 PROFILE SHEETS
DI - D4 DETAIL SHEETS
ECI - EC4 EROSION CONTROL
GRI - GR7 GRADING PLANS
PPI - PP4 PLANTING PLANS
omitted CROSS SECTIONS
LEGEND
E
?J

ROADS & RELATED ITEMS
Prop. Woven Wire Fence _ _ _ _ - _ _ -) E)
Prop. Chain Link Fence _ - - - - - _ -El E3_
Prop. Barbed Wire Fence _ _ - - - - -
Existing Fence _ _ _ _ _ _ _ _ _ _ -
Exist. Guardrail _ _ - - _ _ _ _ _ _
Prop. Guardrail _ _ _ _ _ _ _ - _ _
Equality Symbol _ _ _ _ - _ _ _ _ _
RIGHT OF WAY
Right of Way Marker _ _ _ _ _ _ _ _ S
Exist. Right of Way Line wiMarker _ _ _ - --A- -
Prop. Right of Way Line (by others) _ _ _ A
Prop. Right of Way Line (by contract) _ _ -A -
Exist. Control of Access Line _ _ _ _ _ _

Prop. Control of Access Line _ _ _ _ _ _ f1_
--
Exist. Easement Line _ _ _ _ _ _ _ _ _ -
Prop. Temp. Construction Easement Line -E-
Prop. Temp. Drainage Easement Line _
Prop. Perm. Drainage Easement Line _ -,x_
BOUNDARIES & PROPERTIES
Properly Line Surveyed- _
Property Line Not Surveyed-
Exist. Iron Pin 0
_____ __
Property Comer _ _ _ _ _ _ _ _ _ _ . - -+
Property Monument _ _ _ _ _ _ _ _ _,
Property Number _ _ _ _ _ _ _ _ _ _ t2)
Parcel Number _ _ _ _ _ _ _ _ _ _ _ O
Fence Line _____-____ __ -x-x-x-
SillFence ___________ __ -SF-SF-Sr--
Existing Wetland Boundaries _ _ _ _ _ _ - -,,s-
Proposed Wetland Boundaries _ _ _ _ _ . _,L,-
Buildings___________ __
Foundations _ _ _ _ _ _ _ _ _ _ _ _ L J
HYDROLOGY
Stream or Body of Water _ _ _ _ _ _ _ -... -
Flow Arrow _____-_____. __...?
Disappearing Stream- _ _ _ _ - _ _ _ } -
Spring -------------- ?..?
Falls, Rapids- - - - - - - - - - - - ---_i-_.._
UTILITIES STRUCTURES VEGETATION
MAJOR
Exist. Pole _ _ _ _ _ _ _ _ _ _ _ _ _ Bridge, Tunnel, or Box Culvert Existing Woods line _ _ _ _ _ _ _ r"`
Exist. Power Pole Bridge Wing Wall, Head Wall
_ _ _ _ _ _ _ _
Exist. Telephone Pole _ _ _ _ _ - - _ _
- _ tr and End Wall _ - - - )cone rrC Existing Tree- _ - - - - - - -
=-
Exist. Joint Use Pole _ _ _ _ _ _ - - - MINOR Existing Ash_ _ _ _ _ _ _ _ _ _ _ _ _-
Deep Soil Proflie _ _ _ _ _ _ Head & End Wall _ _ _ _ _ _ _ _ _ co\ P.°fl'r
Pipe Culvert _ _
- - - - - - - " -
- ;
- " ? - Existing Beech_ _ _ _ _ _ _ _ _ _ _ _ _ _
Monitoring Guage _ _ _ _ _ _ _ _ _ -
Hydrant ------------ - Footbridge ----------- -- } ----- _ - < Existing Birch ------ ---- __
Exist. Water Valve _ _ _ _ _ _ _ - _
® Drainage Boxes- _ _ _ - - _ _ _ _ - ca
Existing Box Elder _ _ _ _
_ _ _ _ _ _
Sewer CleanOut -------- -- TOPOGRAPHY

Power Manhole _ _ _ _ _ _ _ _ _
_ _ © Loose Surface Existing Cedar- _
- - -
- - - - -
Hard Surface _
Water Manhole _ _ _ _ _ _ _ - - _ _ Existing Cherry - _ _ _ _ _ _ _ _ _ _

Light Pole Change in Road Surface _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _ _ _ _ _ _ _ _ _ _ a
Curb -------------
--
Existing DeadTree____
__
H -Frame Pole _ _ _ _ _ _ _ - - - Right of Way Symbol- _ _ _ _ _ _ _ _ R/W 6
Power Line Tower _ _ _ _ _ _ _ _ _ _ ® Existing Elm_ _ _ _ _ _ _ _ _ _ _ _ -

Pole with Base _ _ _ _ _ _ _ _ _
_ _ p Guard Post __-------__ _ OcP ?
Paved Walk ------- Existing Hackberry _ _ _ _
- - - - - -
Gas Valve _ _ _ _ _ _ _ _ _ _ _ _ _ O _ _ _ _ _ _ _ _ _ _ _ _
Gas Meter - - - - - - - - - - - - - 0 Bridge- _
- - - - - - - - - - - - Existing Hickory
9 rY - - - - - - - - - -

Telephone Manhole _ _ _ _ _ _ _ _
_
(D Box Culvert or Tunnel _ _ ? - - - - -
1 - - - - -

Culvert

F
, Existing Holly______ ______
Power Transformer _ _ _ _ _ _ _ - -
e 875
Guy Wire Anchor________ __
? Footbridge _ _ . _ _ Existing Hombeam _ _
-- ------
Sanitary Sewer Manhole _ _ _ _ _ _ _ ® Trail, Footpath- _ _ _ _ _ _ _ _ _ _ _
Existing Ironwood _ _ _ _ ZN
_ _ _ _ _
Storm Sewer Manhole _ _ _ _ _ _ _ _ p STREAM IMPROVEMENTS
Tank; Water, Gas, Oil _ - _ _ _ _ _ _ _
0 Approx. Location of Proposed Boulder _
V
il _ _ _ Existing Maple- _ _ _ _ _ _ _ _ _ _ -
ane (See Deta
)
Cross
Recorded Water line _ _ _ _ _ _ _ _ a- Approx. Location of Proposed Boulder. _ _ _ _ Existing Mulberry- _ _ _ _ _ _ _ _ _ _ -
Sanitary Sewer _ _ _ - _ _ _ _ _ _ _ -ss-ss- J-Hook Vane (See Detail)
E
i
i
O
k
Recorded Sanitary Sewer Force Main _ _ .mss-rss- Approx. Location of Proposed Boulder _ _ _ _ x
st
ng
a
_ _ _ _ _ _ _ _ _ _ _ _
Recorded Gas Line
- - - - - - -
' - -'-r- Vane (See Detail)

osed Rootwad
A
rox
Location of Pro
Existing Persimmon- _
Storm Sewer- _ _ _ _ _ _ _ _ _ _ - -s-s- pp
.
p
(See Detail) Awl
Recorded Power Line _ _ _ _ _ _ _ _
Approx. Location of Proposed Stream Existing Pine_ _ _ _ _ _ _ _ _ _ _ _ _

Recorded Telephone Cable _ _ _ _
_ _ -T-T- -
Plug (See Detail)
l

Recorded UG Telephone Conduit _ _
_ _ -TT-T,-
Approx. Location of Proposed Boulder _
_ _ _ Existing Pop
ar- _
- - -
- - - - -

Unknown Utility _ _ _ _ _ _ _ _ _
- -?n-+ Step Pool (See Detail)
L
i
f P
d B
ld
A
.6
Existing Redbud _ _ _ _ _
_ _ _ _ _
,??
iiurrp?

Recorded Television Cable _ _ _ - -
- - -Tr-Tr- pprox.
ocat
on o
ropose
ou
er- _
Step Pool Drain
p _ _ _ _ ?
\`
ri
i
```?? RD po
?
'? ?/
Recorded Fiber Optics Cable - - - - - - -ro-ro- proposed Oxbox PondM'etland - - - - - - - Existing Sweet Gun- - - - - - _ _ .` ?
•:•
SfO
Exist. Water Meter _ _ _ _ _ _ - - _ _ Q (See Detail Existing Sycamore- _ _ _ _ _ _
Exist. Overhead Power Line Approximate limits of Buffer-
Exist. Underground Utilities Existing Thalweg Existing Walnut- _ _ _ _ _ _ _ ' _ K3S {Q _
Existing Top of Bank _ _ _ _ _ _ _ _ _
Existing Willow _
- - - - `

- - 'LINE
Proposed Thalweg _ _ _ _ _ _ _
Proposed Bankfull- - - - - - - - - C(cut) F(fill)
Slope Stake Line - - - - - - - - - - C( - - - SEAL NOT VALID LNLESS SOO AND DATED
r:
(general Notes
Intentionally left blank-
to be completed at a
later date,
\??pnW I Nur
ry??i
Rq,
SEAL
023510
SEAL NOT VALID UNLESS SHxrED AND OATEO
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WL in I" AFEW
AM 10%
ffff--A-AnCAU- IN
G & M of North Carolina, Inc.
WWW.ARCADIS-US.COM
801 Corporate Center Drive, Suite 300
Raleigh, NC 27607-5073
Tel: [phone] Fax: [phone]
PRELIMINARY PLANS
00 NOT USE FOR CONSTRUCTION
I 2 REB VA/OS FINAL RESTORATION RAN
I REB u2/OS DRAFT RESTORATION PLAN
DESCN ENGINEER BY DATE OESCRIPTON OF REVISION
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
FIVE-MILE BRANCH
IREDELL COUNTY. NORTH CAROLINA
Alignment Data - Five -Mile Branch
C1
L
Point EXTENOI N 763.779.00 E L4T2.06425 Ste 9+9421
Course from EXTEi DI to PC PRBVR-1 N 43'27' 32.837r E Dist 5.79
Curve PRBVR-1
PL Station 10+39.34 N 763.41.13 E 1.472.095.95
Delta = 61' 35'5&7436" LTI
Degree 86'48'42.433r
Tangent 39.34
Length 70.%
Radius 66.00
P.C. Station 10+00.00 N 763,383.20 E 44T2.06823
P.T. Station 10+70.96 N 763.448.T9 E 4412.084.57
GC. N T63.429.70 E 1.472.021.39
Chord Bear = N 13.59' 01.7577' E
Course from PT PRBVR-Ito PC PRBVR-2 N Ni'48'50.614r11 Dist 69.08
Curve PRBVR-2
P.L Station 12+77.19 N 763.64620 E 1.472.024.91
Delta = 04' 5r5US92o(RT)
Degree = 100' 3r Omer
Tangent 137.15
length 134.17
Radius 57.00
P.C. Station 1.40.04 N 763.514.92 E 1.412.064.59
P.T. Station 2+7421 N 763.58LTI E L412J45.95
C.C. N T6J.53L40 E L472.19.15
Chard Bear = N 50' 37.04.9805' E
Corse from PT PRBVR-2 to PC PRBVR-3 S 6r56'59.4249'E Dist IM33
Curve PRBVR-3
P.I. Station 16+31.95 N 763.410.66 E 1,472.46697
Delta = 148'16' 4U9T4' (LT)
Degree = 79'34'3&8976*
Tangent 253.41
Length = t86.33
Radius 72.00
P.C. Station 13+84.54 N 763.529.82 E 4412243.33
P.T. Station 5+70.87 N 763.62.61 E UT2.339.39
C.C. N T63.593.3T E L472277.15
Chord Bear = N 43'54' 39.9764' E
Course from PT PRBVR-3 to PC PR5VR-4 N 30' 0' 40.6221 R Olaf 28.20
Curve PRBVR-4
P.L Station 16+89.83 N T63.732.40 E L472.279.51
Delta = 19'25' 5T.6T2r 01T1
Degree = 108'06'1&8T9r
Tangent = 90.76
Length = 10.48
Radius = 5100
P.L. Station 5+99.07 N 763.65198 E 4472.325.20
P.T. Station IT+09.55 N 763.733.66 E 1.472.37025
C.C. N 763.680.66 E L4T2,310.99
Chord Bear = N Z9.29'992138'E
Course from PT PRBVR-4 to PC PRSVR-5 N 872'17.0497E Dist 9T.05
Curve PRSVR-5
P.1. Station 21+5112 N 763.739.79 E 1.472.811.78
Delta = 5r58'05.34r(LT1
Degree = 66.3722.7980'
Tangent 344.52
Length = 228.0
Radius 8600
P.C. Station 18+06.60 N T63.735.00 E L4T2.467.30
P.T. Station 20+34.70 N 763.897.46 E 1.472.505.4
C.C. N T63.821.00 E 4412.466.0
Chard Sear = N I]' 13' 14.3928' E
Course from PT PRBVR-5 to PC PRBVR-6 N 6145'482642'14 Dist 9425
Curve PRBVR-6
P.1. Station 22+91.46 N 764.044.97 E L472.277.11
Delta = 142'36')3.CT26'CRT)
Degree = 104.10' 269204'
Tangent 1623
Length 136.89
Radius 55.00
P.C. Station 21+28.96 N 763.940.60 E 1.472.421.66
P.T. Station 22+65.85 N 764.043.64 E L4T2.437J3
C.C. N 763.989.50 E L472.44683
Chord Dear = N 8.31182720'E
Course from PT PRBVR-6 to PC PRBVR-T N 7750'24.8083 E Dist 97.19
Curve PRSVR-T
P.L Station 24+79.08 N T64.081.25 E UT2.641.02
Delta : 120, OD' 07.9203' (LT)
Degree 85'30'57.9198'
Tangent 16.05
Length 140.33
Radius 67.00
P.C. Station 23+63.02 N T64,060.TB E 4472.532.79
P.T. Station 25+03.35 N 764.169.94 E 1.4T2.572.17
CC. N 764.26.13 E 1,472.520.97
Chard Bear = N 19' 50.20.8481 E
Course from PT PRBVR-7 to PC PR8VR-8 N 40' 09' 43.1120' N Dist 64.76
Curve PRBVR-8
P1 Station 28+93.84 N T64.468.36 E
Delta = 56'O4'44.5032'(RTI
Degree = 83' 02' 14.SOI7
Tangent 325.72
Length 187,96
Radius 69.00
P.C. Station 25.68) N 764219.43 E
P.T. Station 21+56.OT N 764,325.99 E
C.C. N 764,263.93 E 1,412.58314
Chord Bear = N 37'52'39J39G'E
Course from PT PRBVR-8 to PC PRBVR-9 S 64'04'5&6088'E
Curve PRBVR-9
Pi. Station 31+38.99 N 764.58.63 E
Delta = 50' 47'5T550'1LT)
Degree = 7T 21' 22.3593'
Tangent 299.44
Length 205.29
Radius 78.00
P.C. Station 28+39.55 N 764289.51 E
P.T. Station 30+44.84 N 764,404.27 E
C.C. N 764,359.66 E L472,722.46
Chard Bear = N 40' 31' 02.6157 E
Course from PT PRBVR-9 to PC PRSVR-10 N 34.5Z'56J598't
Curve PRBVR-10
Pi. Station 32+9139 N 764.606.52 E
Delta = 140' 28'13.4008'(RT)
Degree = 9T'06'4L3665'
Tangent = 16420
Length 144.65
Radius 59.00
P.C. Station 31+27.19 N T64.4TL83 E
P.T. Station 32+71.84 N 764.562.40 E
C.C. N T64.505.5T E L4r478T.15
Chard Bear = N 35'21' 10.5406' E
Course from PT PRBVR-10 to PC PRBVR-8 5 74'24' 42.1587 E
Curve PRSVR-1
PJ. Station 35+5528 N T64.48623 E
Deno = 138'44' 16.7088' LTI
Degree 74.24' 36.3711'
Tangent 204.52
Length 186.45
Radius 77.00
P.C. Station 33+50.16 N 164.541.19 E
P.T. Station 35+3121 N 764.657.4? E
C.C. N 764.615.36 E L472.900.32
Chard Bear = N 36' R' 08.886r E
Course from PT PREIVR-Ito PC PRBVR-2 N 33'08'5&4677' 14
Curve PRBVR-2
Pi. Station 38.8428 N 764.94&04 E
Delta = 54'30'MT719'CRT)
Degree = 89' 31' Z&T598'
Tangent 282.86
Length 17258
Radius = 64.00
P.C. Station 36+0U2 N 164.TL22 E
P.T. Station 37+T4.00 N 764,800.87 E
C.C. N 764.14622 E L4T2.98326
Chord Bear = N 44.06' 03.451 E
Course from PT PRBYR-2 to PC PRBVR-U S 58'38' 53.6957 E
Curve PRBVR-13
PJ. Station 42+41-89 N 764.557.43 E
Delta = 1;0'18' 49.735r (L T)
Degree = 75'23' 2L0609'
Tangent 438.03
Length 212.65
Radius 7600
P.C. Station 18+03.81 N 764.185.33 E
P.T. Station 40+16.51 N 764,89&02 E
C.C. N 764,85024 E L473.081.61
Chord Bear = N 4r r 4L4363' E 6
Course from PT PRBVR.O to PC PRBVR-14 N 38'5T'43.4315.14
Curve PRBVR-14
L472.320.33 PJ. Station 42+59.04 N 165.086.60 E
Delta = 111'56' 322543 (RT)
Degree = 9r06'4L3665'
Tangent 53.47
Length 141.05
Radius 59.00
472.530.41 P.C. Station 41+05.57 N T64.961.27 E
L4T2.61329 P.T. Station 42+47.62 N 765.062.65 E
C.C. N 765.004.37 E 1.473730.5
Chord Bear = N 30'00' 32.6956' E
Dist 83.47 Course from PT PR5VR-14 to PC PRM-5 S 81'OrIJ773'E
Curve PRBVR-15
4472.957.10 PJ. Station 44+99.89 N 765.02327 E
Delta = 133' 40' 57.1614' QTi
Degree = 80'4r53.816'
Tangent 165.99
Length 165.66
Radius TLOD
L4T2.68B.37 P.C. Station 43+33.90 N T65.049.18 E
1.472.786.45 P.T. Station 44.99.56 N T65J59.T3 E
C.C. N 765J19.31 E L473.236.10
Chord Bear : N 3108'202420'E
Dist 82.35 Course from PT PRSVR-5 to PC PRM-16 N 34142'0&338r14
Curve PR8vR-16
4472.645.45 P.I. Station 4T+02.64 N 765.326.68 E
Delta = Or 33' OL892r WT)
Degree 90.56'44.4541'
Tangent 140.02
Length = 144.65
Radius - 63.00
L4T2.T39.35 P.C. Station 45+62.62 N 7652157 E
1.472.803.61 P.T. Station 47+0726 N 765.309.99 E
C.C. N 765247.44 E 1,47330.37
Chord Bear = N 3r04'22.G0T4*E
1st 7&92 Course from PT PRSVR-K to PC PRBVR-IT S 83'09'06.4465'E
Curve PRBVR-IT
L473.01662 P.J. Station 49+421 N 76528198 E
Delta = 135'2T'13.5384'0•TI
Degree - 90.56' 44.4544'
Tangent = 5192
Length = 14&94
Radius = 637]0
L4T2,8T9.63 P.G Station 47+8929 N T65.3DO.33 E
L472.964.T9 P.T. Station 49+3723 N 765.402.19 E
L.C. N 765.362.88 E L473.405.83
Chord Bear = N 27OT' 142843 E
Diet 64.20 Course from PT PRBVR-17 to PC PRSVR-13 N 38'36'24.984714
Curve PRBVR-18
L471,TT5.00 P.L Station 51+59.02 N T65.5T5.51 E
Delta = 134'06'59.OT41tRT)
Degree = 10'1'03.0887
Tangent = 22.85
Length = 2LT2
Radius = 52.00
L472.929.68 P.C. Station 50+36J7 N 765.4T9.51 E
4413.04656 P.T. Station 51+57.89 N T65.563.71 E
C.C. N 765.51.95 E 4413.433.%
Chord Bear = N 28' 2r 045521 E
Dist 29.87 Course from PT PRBVR-19 to PC PRSVR-t9 5 84.2725.9107'E
Curve PRBVR-19
1,4T3.MAI P.L Station 53+16.89 N 165.542.69 E
Delta 82' 53' 56.6707 QT)
Degree = 93'4T'08.9T63'
Tangent 87.46
Length 1419
Radius 5&00
L4T3.042.07 P.C. Station 52+89.43 N 765.55L08 E
.473.140.70 P.T. Station 54+03.12 N 165.626.15 E
C.C. N 765.60&82 E L4T3.575.4
Chord Bear = N 37 03' 35.7538' E
Dist 89.06 Corse from PT PRBVR-19 to PC PRSVR-20 N 17'23'22.585'14
ARCADESO"
G & M of North Carolina, Inc.
WWW.ARCADIS-US.COM
801 Corporate Center Drive, Suite 300
Raleigh, NC 27607-5073
Tel:[phone] Fax:[phone]
Curve PRBVR•20
1.472.98820 P.1. Station 56+44.95 N 765.856.36 E 44T3.558.TI
Delta = 134'22' 31.7942* CRT)
Degree 84' 5' 30.5974'
Tangent 161.67
Length - 59.48
Radius 68.00
1.473.084.70 P.C. Station 54+8328 N 765.702.08 E 4473.607.02
L473J39.79 P.T. Station 56+42.76 N 765.783.00 E 1.473.702.77
C.C. N 765.722.40 E 4413.67192
Chord Bear = N 49' 47' 53.3155' E
Dist 8629 Course from PT PR9VR-20 to PC PRBVR-21 S 63'00'50.7874'E Dist 89.54
Curve PRBVR-21
L473.388.97 P.J. Station 59+39.89 N 765.64817 E L4T3.967.55
Delta = 145'13'36.6030'(0)
Degree = 88' 08' 50.47r
Tangent 20759
Length 164.75
Radius 65.00
1.473,225.02 P.C. Station 57+32.5 N 765.T42.37 E L4TIIJ32.57
L473294.4T P.T. Station 58+97.06 N T65.83L05 E 4473.869-32
C.C. N 765.800.29 E L47182.06
Chord Boor = N 44.22' 20.4:r E
Dist 63.06 Course from PT MM-21to PC PRBVR-22 N 28'14.27.3904'14 Dist 65.19
Curve PRBVR-22
L413JT&86 P.1. Station 67+8326 N 76&61.15 E L413,449.99
Delta 168'02'24.821r(1T)
Degree : 66'3T'22.7980'
Tangent 82LOI
Length 25223
Radius 86.00
1.473258.57 P.G Station 59.6225 N 765XM47 E L473.83&48
1.413.717.88 P.T. Station 62+11.47 N 765.984.68 E 4413.919.93
C.C. N 765.92917 E L4T3.91424
Chord Bear = N 55' 46' 45.0205' E
Dist 81.02 Course from PT PRBVR-22 to PC PRBVR-23 S 40'2'02.%8rE Dist 6314
Gyve PFBVR-23
L413.55LOS P.1. Statlon 67+1253 N 765.558.44 E 1474.340.14
Delta = rort8'482443'(LT)
Degree = 74.24' 36.37Ir
TorKwt 494.92
Length 2MJ3
Radius = 71.00
L473.39&32 P.C. Station 62+77.62 N 765.936.45 E L4T4.020.68
1.473.455.07 P.T. Station 64+95.75 N 7MO1163 E 1.474750.63
C.C. N T65.986.15 E L474.01950
Chord Boor = N 58138' 33.3091 E
Dist 98.94 Course from PT PRSVR-23 to PC PPSYR-24 N 2130 502327 # Dist 8658
Curve PRBVR-I4
L4T3.316.6T P.1. Station 68+51.% N 766x5024 E L4T4.OL94
Delta : 55' 50' OT.5r CRT)
Degree = 9rO6'4L3665'
Tangent 275.62
Length 160.47
Radius 59.00
1.473x93.33 P.C. Station 65+82.33 N 766.095.62 E L4T4JIT.41
L473.43&95 P.T. Station 67+42.80 N T66AW E L47422.46
C.C. N 1661;821 E L4T4JTL98
Chord Bear : N 55.24.2.T626'E
Dist 131.54 Course from PT PRSVR-14 to PC PMVR-25 S 46'40'43.4 E Dist 76.66
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1 A !
447365694 Curve PRSVR-25
PJ Station 12+04.1114 \\V`
1?
T61.4?23
37 so
E..N..
Delta = 55'23'5?.OZ10'LTI
Degree : 68'2'33
3408 „
....
?
F 03/ 9
Tangent .
38525 .• ?
?? 4!
Length 227.83
Radius 84.00
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L473.569.89 PC Station 68+1946 M 166708 N
44T426823
1417,630.80 P.T. Station TO+4729 N = 76620 10 L474.403J0
C.C. N 766.169.6=--r E 1.474.325.86
Chord Bear : N 55' 37' IT.8276' E

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PRELIMINARY PLANS I NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
00 NOT USE FOR CONSTRUCTION ECOSYSTEM ENHANCEMENT PROGRAM
REB 11/4/E)5 FNtL RESTORATION RAN
P.EB 4n/OS GRAFT RESTORATION PLAN
BY DATE DESCRIPTION OF REVISION
FIVE-MILE BRANCH
IREOELL COUNTY,NORTH CAROLINA
3A

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Alignment Data - Five Mile Branch
Curve PRBYR-26 Curve PRFTHR-3 Curve PRFTHR-9 Curve PRFTHR-6
P1 Station 73+78.99 N 766,508.60 E L474.279.02 PJ, Station 11+16.05 N 767,312.44 E L474,9T922 PJ. Station 38+00.26 N 767,824.30 E 441S.778J8 PJ. Station 55+77.03 N 167,989.67 E 1,477J22,99
Delta = 149.02' 19.8234'tRTI Delta = 154' 37' 39.3035' CRT) Delta = 162' 10'5727r (RT) Delta = 126' 20' 022585' CRT)
Degree = 79' 34' 38.8976' Degree = 84.15' 30.59T4' Degree = 72' 3r 34.695'
Degree
= 57.52'2828917
Tangent 259.97 Tangent 302.08 Tangent 503.98 Tangent 195.71
Length 18729 Length 183.52 Length = 223.62 Length 21829
Radius 72.00 Rodlus 69.00 Radius T9.00 Radius 99.00
P.C. Station T1+19.02 N 766267.T0 E 1.474.376.74 P.C. Station 14+13,97 N 767,077.58 E L474,78924 P.C. Station 32.9628 N 767,392.07 E 4475.637.36 P.C. Station 53+81.33 N 167,820.38 E 1,477,024.80
P.T. Station 73+06.31 N 766.35129 E L4T4.48&75 P.T. Station 5+97.49 N 767,018.83 E L474,90820 P.T. Station 35+19.90 N 767,492.1 E L475.751J8 P.T. Station 55+99.62 N 761,81121 E L4772OU9
C.C, N 166,294.16 E 1,474,443.46 C.C. N 761,034.82 E L474,842J C.C. N 767,432.70 E 1,475,T05JI C.C. N 767,770.71 E 4477,110.43
Chord Bear = N Sr 26'29.2288' E Chord Bear = S 63' 42 59.8469' E Chord Bear = N 50' 08' 32.2320' E Chord Bear : S 86.43' 07.021r E
Course from PT PRBVR-26 to PC PRBVR•27 S 53' 02' 20.8594'E Dist 84.06 Course from PT PRFTHR-3 to PC PRFTHR-41 S 13'35'49.8049'9 Dist 147J3 Course from PT PRFTHR-9 to PC PRFTHi-10 S 48'45'59.1327'E Dist 10.59 Course from PT PRFTHR-15 to PC PRFTHR-16 S 23' 33' 05.8920'E Dist 126.T2
Curve PRBYR-27 Curve PRFTHR-4 Curve PRFTHR-10 Curve PRFTM-16 - -
P.L Station 76.20.60 N 766763.32 E L474,737.88 PJ. Station 26+95.75 N 165,951.35 E L474,650.01 P.L Station 36+58.68 N 761,400.63 E L475.86L55 PJ. Station 59+64.98 N 767,475.34 E L47T741JS
Delta = 154' 32' 41.8207' 4T) Delta = 170' 51' 46.6893' CLTl Delta = 74.5' 17.8436' ILT) Delta = 09.3r OL3522 RLTI
Degree = [10.1.03.0887 Degree 15'23' 21.0609' Degree 63' 39' 43J8r Degree 65.06' 31.8257'
Tangent 23023 Tangent 9503 Tangent 68.20 Tangent 138.64
Length 14026 length 226.64 Length 16.72 Length 21428
Radius 52.00 Radius 76.00 Radius 90.00 Radius 88.00
P.C. Station 73+90.37 N 766.301.75 E 074,55192 P.C. Station 17+44.62 N 766.815.83 E L411•BT3.61 P.C. Station 35+90.48 N 167,415.58 E 1,475,810.11 P.C. Station 57+26.33 N 767,694.1 E L477,2%82
P.T. Station 75+30.63 N T66,36T.38 E 4474,631.21 P.T. Station 19+TL26 N 166.818.59 E L4T5.017.58 P.T. Station 37+0720 N 761,437.85 E 1.475.95.70 P.T. Station 59+40.62 N 767,703.64 E 1,477,416.68
C.C. N 766,343.30 E L474.585J8 C.C. N 766.857.96 E L474.947.48 C.C. N 767513.26 E L475.869.59 C.C. N 767,72927 E 1.477,332.49
Chord Bear = N 49' 4r 52302' E Chord Bear = S Tr 50' 03.5397' E Chord Bear = S 85.55' 08.0542' E Chord Boor = N 86' 4r 23.4320' E
Course from PT PRBYR-2T to PC PRBYR-28 N 2735'02.68Or9 Dist 102J9 Course from PT PRFTHR•4 to PC PRFTHR-5 N 2244* 03.1W E Dist *W4 Course from PT PRFTHi-10 to PRFTHR2 N 56155'41024(rE Dist 141.87 Course from PT PRFTHR-6 to PC PRFTH2-17 N 6'55'52.T55T'E Dist 88.11
Curve PRBYR-28 Curve PRFTHR-5 Point PRFTHR2 N 767.9526 E 1,476,037.59 Sto 38+49.08 Curve PRFTHR-17
PJ. Station 79+71.03 N 766.16104 E 1.474,414.57 Pi. Station 22+14.30 N 767.052.74 E L415J11.50 P.I. Station 62+46.13 N 761,995.9 E 071,505.65
Delta = 151' 58'LL806,'CRT) Delta = 124.34'492429'CRT) Course from PRFTKR2 to PC Pt7FTHR-1N 56'55'432527' E Dist 607 Delta = 141' 2r48.7493'dRTI
Degree = 85.30' 57.998' Degree : 76'23'39.741T* Degree = 75' 23' 21.0609'
Tangent = 344.21 Tangent = 142.79 Curve PRFTHR•1 Tangent 21.80
Length = 54.73 Length 1108 P.I. Station 40+0.1T N 761,604,86 E 1,4T6J75JS Length 18T.51
Radius 67.00 Radius 15.00 Delta 29• Kr 10.9808' (RTI Radius 76.00
P.C. Station 76.32.82 N 766,457.95 E 0741487.95 P.C. Station 20•TL50 N 766,92L04 E L475.056,32 Degree = 14'19'26206' P.C. Station 60+29.33 N 16T,7855E 447T,442.51
P.T. Station T8+17.54 N 766.540.01 E 1,414.686.75 P.T. Station 22+34.58 N 766.932.56 E L475J88.62 Tangent = 1041.08 P.T. Station 62+6.81 N 767,T94.48 E L47T.585.33
r_ C. N T66.43&97 E L474,643.34 C.C. N 766.892.06 E L475.1M49 Length = 203.64 C.C. N 767,76678 E 1,111,56.22
Chord Bear = N 5r 24' 042239' E Chord Bear = N 85' Or 27.7310' E Radius = 400.00 Chord Bear = N 87' 36' 47.1305' E
P.C. Station 39+09.19 N 767,54&OT E 016,081.96
Corse from PT PRSVR-28 to PC PRBYR-29 S 49'36'48.8T20'E Dist 101.71 Corse from PT PRFTHR-5 to PC PRFTHR-6 S 1r4r07.r.4TE Dist 2321 P.T. Station 41+2.83 N 161,6194 E 076279.02 Course from PT PRFT)R-17 to PC PRFTHR•98 S 2r42'l&4949'£ Dist 6146
C.C. N 76T,212.81 E L416,306.24
Curve PRBVtR-29 Curve PRFTHR-6 Chord Dear = N ir3('48.743rE Curve PRFTHR-3
P.L Station 82+94.95 N 766230.68 E LV5.050.39 PJ. Station 28+5161 N 766,4156 E 1,475.522.9 P.1. Station 65+265 N TST,506.77 E 1.477,700.35
Delta = 60' 3757.1990'RLT) Delta = ror49'14.4829'CLTt Corse from PT PRFTHR-1 to PC PRFTHR-12 N 86'05'542336'E Dist M32 Delta = 143' 59' 55.0802'O.TI
Degree = 89'5'2&1598' Degree = 63'39'437517
Degree
tr 3T' 1.0018'
Tangent = 375.69 Tangent = 595.82 Curve PRFTHR-12 Tangent 246.20
Length 179.46 Length 255.16 PJ, Station 43+3&79 N 761,627.32 E L476,504.45 Length 20LOG
Radius = 64.00 Radius 90.00 Delta = 81' 55' 54.934T' O.TI Radius = 80.00
P.C. Station 79+19.26 N 766.414.10 E 074,76422 P.C. Station 22+57.78 N 766,9103 E L4 M201.6 Degree 5r33'51T6T2' P.C. Station 62+8030 N 767.73552 E 017,60970
P.T. Station 80+9&T2 N 166,555.2 E 1.474,860.96 P.T. Station 25+13.54 N 166,985.69 E 075.36162 Tangent = 94.64 P.T. Station 64+476 N 767,745.35 E L477.7GiJ5
C.C. N 766522.85 E 074,805.69 C.C. N T66,96L63 E 1.475.276.90 Length = 55.87 C.C. N 767,765) E 077,68163
Chord Bear = N 5(.03' 14.5285 E Chord Bear = N 65' 54' 6JIT(' E Radius = 109.00 Chord Bear = N 86117' 43.9650' E
P.C. Station 42+44J5 N 767.620.88 E 1,476,410.03
Course from PT PFZBVR-29 to PC PRBYR-30 N Yr16'424TIrt Dist 142.80 Course from PT PRFTHR-6 to PC PRFTHR-T N 6'30'221245'9 Dist 124.58 P.T. Station 44+00.02 N 761,7201E 1,476.511.33 Corse from PT PRFTHR•13 to PC PRFTHR-19 N 14'17' 46.4250'E Dist 67,09
C.C. N 767,729.63 E 4416,401.62
Curve PRBYR-30 Curve PRFTHR-T Chord Bear = N 45'07'S6.T662'E Curve PFZFTHR-19
P.I. Station 85+84.9 N 766,9T4.99 E 074,615.82 Pi. Station 29+21.98 N TGT.3792T E 015254.43 PJ, Station 68+0876 N 76&06222 E 077,841.90
Delta = 152'0'38.4454"CRT) Delta = 138'4r33J456'CRT) Course from PT PRFTHR-2 to PC PFZFTHR-1 3 N 4'09'592490'E Dist 10330 Delta = 138' 40' 50.9772' OTT)
Degree = 67'24'24.4777 Degree = 53'32'50.84TO' Degree = 58'21'5/29217
Tangent 34139 Tangent = 283.86 Curve PRFTHR-13 Tangent = 259.90
Length = 225.78 Length = 259.01 PJ, Station 53+0022 N 168,619.53 E 4476,516.13 Length = 23720
Radius 85.00 Radius = 101.00 Delta = 163' 26'I0.0281'(RT) Radius = 997]0
P.C. Station 82+4L52 N T66,61&44 E 44T4,158.9G P.C. Station 26+3812 N T61JO5.74 E 075330.31 Degree = 49'23'34.488r P.C. Station 65+4&46 N T6T.W.37 E L411.T77,72
P.T. Station 84+613 N 766,79145 E 074,90730 P.T. Station 28+91.13 N 761,223.89 E LAIT5.49.99 Tangent 796.9 P.T. Station 61+85.66 N 767,830.69 E 4417.959.98
C.C. N T66,T200 E 1,474,862.77 C.C. N 76TJ34.34 E L4T5.43142 Length = 330.89 C.C. N 167.TBGJ7 E 1.477.872.68
Chord Bear = N 45' 47 OTJ56' E Chord Bear = N 53' S0' 24.4483' E Radius 16.00 Chord Bear = N 83135' L936' E
P.C. Station 45+0132 N 767,824.73 E 1.4765M83
Curve PRFTHR•1 Course from PT PRFTHR-7 to PC PRFTHR•B S S6'48'4UT90'E Dist 5726 P.T. Station 48+3421N 767,84121E 076,141.82 Course from PT PAFTHR.q to PC PRFTHR-20 S 27'Or22. 58D'E Dist 62.76
P.L Station 10+40.03 N 161,084.43 E 074.5T25 C.C. N 161,8670 E 1.476.634.53 0%%91 11011111,//
Delta
De
ree 4T'ST'20.9T24'(RTI
63'3743
1817 Curve PRFTHR-8
PJ
Station
37+808 N 76695&94 E 075.091
09 Chord Bear = N 85'53'04,332'E Curve PWTM-20 ???? ?AR
o?
6?
g . . .
'
'
' PJ Station 71+17.76 N j
153 S. ..,
0TJ87
?
?
Tangent 40.03 Delta = 54
07.4246
ILT)
08 Course from PT PRFTHR-13 to PC PRFTHR-1 4 S p'23'50.6724'E Dist 166,93 Delta = 148"270&8857(LT) ?
Q? .•
i
.
?
5S7
?
•
Length - 1573 Degree - 58'21'5429217 Degree •.9
OS(E
ov
- 75'23'21.0607 11
?•'

Radius
90.00
Tangent
426.T8
Curve PRFTHR-14
Tangent
269.34 Z '
li?
P.C. Station 10+00.00 N 761,103.50 E 1.474.537.32 Length 26164 PJ, Station 52+0422 N T67,4T9.82 E L4T6.82726 Length 196.96
P.T. Station 10+75.33 N 767,045.52 E 074.581.92 Radius 98.00 Delta = 1 37.2717.4TSTCILTi Radius 76.00 z SEMI =
C.C. N 76T,02477 E L474,494.44 P.C. Station 29+54.40 N 761.192.55 E 1,475,539.9 Degree = lr 3r 34.695' P.C. Station 68-48.42 N ' 761,11 T OTT,S8850
Chord Bea' = S 3T•34.0.4938'E P.T. Station 32.15.03 N 761,324.96 E 075,677.60 Tangent 203.09 P.T. Station 70+45.38 N = T61J80?43? 10 L4T8J3Lt7
C.C. N 767,214.56 E 1.475.593.55 Length 189.57 M N 767.809.3Z E L4TS.05620
Course from PT PRFTHR-lto PC PRFTHR-2 S 13'35'310075'E Dist 640 Chard Bear = N 46'OT*07.3088'E Radius T9.00 Chad Bear = N TB'44'019592'E
P.C. Station 50+DU4 N 761,678JT E 076.78166 : eA ?9-
?
Curve PRFTHR•2 Course from Pi PRFTHA-8 to PC PRFTHR•9 N 30'56'564031 t Dist 7825 P.T. Station y+9071 N 767.65549 E 076,92976 Course from PT PRFTHR-20 to PC PRFi)R•2?N
9 30S?b1jjlE h 96.96
P.L Station N
12+52.94 766,872.89 E 1.474,623.66 M7,695J7 E 076860.82

Delta .491' CLTI
127. 26' I
G
Chad Bea = S OS'29.414'E
er
0
Degree = 102'18'50412' j/111IIII11liU14?1?
Tangent 1140 Corse from PT PRFTFIR-14 to PC PRFTHR-15 N 3O'O6'5L8496'E Dist 190,62
Length 124.56 SEAL NOT Y41-0 TILESS SIC-RED AND DATED
Radius 56.00
P.C.Statin
P.T. Station 1+39.541 N
p-+6464.0 .09 166,9811E 1.474,597.01
766.9161.05 E 4414,691.98
111111pow In AWIL PRELIM INARY P LANS
NORTH CARO
LINA DEPARTMENT OF ENVIRON
MENT AND NATURAL RESOURCES
C.C. 766.996.27 E 1.474,69.41 Aff IL
AR
D1S
Bear : S 77'18'4L253rE Lr% DO NOT USE FOR CONSTR UCTION ECOSYSTEM ENHANCEM ENT PROGRAM
Course from PT PRFTHR-2 to PC PRFTHR-3 N 38'58'K1.5p3'E Dist 149.88 G & M of North Carolina, Inc. 5
WWW
ARCADiS-US
COM FIVE-MILE B NCH
.
. s RA
801 Corpor ate Center Drive
Suite 300

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NC ,
27607-5073 7 REB 114105 MAL RLSTORATaN PLAN IREDELL COUNTY, NORTH CAROLINA
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Tel: 919/B5 4-1282 Fax: [phone] DESIGN ENUKER BY DATE ESCRIPTIO
F R
D N O
E SION ALIGNMENT DA TA - BEAVER CREEK AND FIFTH CREEK SHEET NO. 3B
f 11
Alignment Data - Five Nile Branch
Curve PRFTHR-21 Curve PRFTHR-28 Course from PT PRTRB-3 to PC PRTRB-4 N 53'48'03JT32'E Dist 54.60 Point UTCKMN N 766,259.6552 E 1.4T4,9T82843 Sta 10+00.00
P.1, Station 73+T8.99 N 768.135.95 E 1.4T8J58.09 P.J. Station 94+47.61 N T68,056.96 E 4479,123.06
Delta = 144'33'482651'(RTI Delta = 85.00'23.9173'(LT) Curve PRTRB-1 Course from UTCHUtETIto PC UTCHM-1N 23'34.20.46'E Dist 22J91
Degree = 69'52' 22.4466' Degree 45' 50' 1.8450' PJ. Station H+02JT N 167,80820 E 4475,680.18
Tangent 256.66 Tangent 140.6 Delta = H700'35.9378'CRT) Curve UTCHUN-1
Length 206.89 Length 272.72 Degree 229'10'592250' PJ. Station 10.24.42 N 766262.0355 E L474,968.049
Radius = 62.00 Radius 125.00 Tangent 90.18 Delta 10.10'46J]'(LT)
P.C. Station TI+22.34 N 167,880.08 E 1,418,137.99 P.C. Station 92.07.45 N T682q.64 E 1.479.538.51 Length 65.02 Degree 229'10'5922'
P.T. Station 73.2923 N 767.915.83 E 1.478.290.07 P.T. Station 94+BOJB N 76829628 E 1.479,143.06 Radius 25.00 Tangent 22267
C.C. N 76T.8T366 E 4478219.74 C.C. N 168.306.70 E 1,419,618.50 P.C. Station 13+11.98 N 767,754.94 E 1,475,607.40 Length 4.4416
Chord Bear : N T6' 46' 24.6492' E Chord Bear = N 67.5' 54.8453' E P.T. Station 13+77.00 N 761.725.07 E 4475.64521 Ltd. Oro = 0.0986
C.C. N 76T.734.76 E 1375,622.17 P.C. Station 10+2219 N 766219.9947 E 1.474.981.1586
Course from PT PRFTHR-21to PC PRFTHR-22 S 30'56.4i2BrE Dist TL08 Course from PT PRFTHR-28 to PC PRFTHR-29 N 4.46'42.8864'E Dist 81-10 Chord Bear = S 5r4r37.7519'E P.T. Station 10+26.63 N 1662842017 E 1.414,988.5649
C.C. N 766.269.9923 E 1,474,9642417
Curve PP,FTIR-22 Curve PRFTHR-29 Corse from PT PRTRB-4 to PC PRTR19-5 S 22'48'42A0'N Dist 36.03 Chord Boor = N 19128'5T.46'E
PJ. Station 76+37.18 N 167,651.20 E 1,478,448.73 P.C. Station 96.412.70 N 768.45824 E 1,479.756.60
Delta = 139.IT 51.8673'411 Delta BY 50' 47.6108'RTI Curve PRTRB-5 Course from PT UTCMIN-Ito PC UTCHUN-2 N 13'23'34.45'E Dist 65361
Degree = 65'06' 31.8253' Degree 63'39' 4318r PJ. Station 14.87.29 N 767,623.41 E 1,475,602.45
Tangent 237.47 Tangent 80.82 Delta = 149' Sr03.7025'tLTt Curve UTCHA81.2
Length 2H.00 Length 131.71 Degree = 286'28'44,03[' PJ.Station 10+34.14 N 166,292.0881E 1.474.9944421
Radius 88.00 Radius 90.00 Tangent T425 Delta T' r 26.54* (L T)
P.C. Station T4+00.11 N T6T.854.86 E L478.326.62 P.C. Station 95+61.88 N 768.377.TO E L419,7418T Length = 52.31 Degree 229'10'5922'
P.T. Station 76.14.31 N 767,88525 E L4T8,488.83 P.T. Station 96+93.58 N T68,460J8 E L479.83T•40 Radius 20.00 Tangent L5708
C.C. N 767.900.12 E 1,478.402.09 C.C. N 768.370.21E 1379,83956 P.C. Station 14+13.04 N 767,691.85 E 1.475,63124 Length SJ375
Chord Boor = N 79.23' N.8503' E Chard Bear = N 46' 42'06.6921' E P.T. Station W-65.35 N 767,668.13 E L475,661.73 Radius 25.0000
C.C. N 761,684!0 E L475.649.68 P.C. Station 10.73.17 N 766290.5600 E 4474,990.0788
Course from PT PRFTHR-22 to PC PRFTH-23 N 743'20.981E Dist 55.98 Course from PT PRFTHR-29 to PC PRFTHR-30 N 88'37'30.4974 E Dist 10168 Chord Boor = S 52'06.49.7403'E P.T. Station 10-36.31N 166293.6198 E L414.990J'124
C.C. N 766296.3501 E L474.965.T58T
Curve PRFTM-23 Curve PRFTHR-30 Corse from PT PRTRB-5 to PC PRTRt3.6 N 52'57'38.4085'E Dist 535 Chord Bear = N 9'47'5L8'E
PJ. Station 78+7959 N 768J46.T3 E 1.4115.533.63 P.I. Station 98+44.34 N 768.463.80 E 1,419.988.1
Delta = 138'38'29.6422'(RT) Delta = 44.2705.1318'0.T1 Curve PRTRB-6 Course from PT UTCHM-2 to PC UTCHUN-3 N 6'12'07.9rE Dist 2L5499
Degree = T2'31' 34.696' Degree = 41.44' 41.3385' PJ. Station 16.73.59 N 167,793.57 E 4475,827.95
Tangent = 20930 Tangent = 49.07 Delto 160'51'4&BWTCRT) Curve UTCHMM-3
Length = 191.5 Length 9317 Degree = 220.22'06.1777 PJ. Station 10+6230 N 766,319.4899 E 1314.9934205
Radius T9.00 Radius 12400 Tangent 65.06 Delta = 20'09.06.55' D T1
P.C, Station T6+1029 N TGT.940.43 E 1.41T8,49828 P.C. Station 9T•9527 N 168,462.62 E 1.419.939.05 Length = 73JN Degree 229'10'5927
P.T. Station T8+61.45 N 767,968-53 E L478,6434I P.T. Station 98+88.44 N 768,499.01 E 1,460.02229 Rodlus = 26.00 Tangent 4.4423
C.C. N 167,927.09 E 1318.5TGJ5 C.C. N 768,58238 E 1.4179.936.17 P.C. Station 6+18.53 N T67.TD0J7 E L05,701J8 Length = 8.7929
Chord Boor = N 79' 02' 35.1391E Chard Boor = N 66'22' 57.93'6' E P.T. Station 6.91.57 N 761,664.9 E 4475.74131 Rodlus = 25.0000
C.C. N 767.679.42 E LAIMT1184 P.C. Station 10+57.86 N T66.3&OT35 E 4474,992.9406
Course from PT PRFTHR-23 to PC PRFTH-24 S 31'38'09.4392E Dist TL53 Course from PT PRFTHR-30 to PRFTHR3 N 44'0725.3651E Dist 89.69 Chord Bear = S 46'33'28"E P.T. Station 10.66.65 N 766.323.8012 E 4474,9923496
C.C. N T66,31i,7T44 E 1314.968.0869
Curve PRFTFR-24 Paint PRFTKR3 N 768,56338 E 1.480,084.T5 Sto 99+78.13 Course from PT PRTRB-6 to PC PRTRS-T 5 33' 55'25.2694'M Dist 47.07 Chord Bear ` N 3'52- 25.36'11
Station
P.L 8.+3235 N 161,10381 E 1,47880648
De
De lta = 13T•32'01.8744'0.T1 Point PRTRpN T67.6641.141 E 1415.500.08 Sta 10+00.00 Curve PRiRB-T Corse from PT UTCIAW-3 to PC UTCHUN-4 N 13156' 58.fr W Dist 21-37
Degree 6536'30.142' P.I. Station IT+52.50 N 761.531.37 E 1,475.69.60

Tangent
239.36
Corse from PRT
R91to PC PRTRB-IS 22*31'2L044rE Dist 2756
Delta =
68' 07' 40.050' CT) Curve UTCHUt-4

Length
22324
Degree =
260' 26' 07.301 P.I. Station 10+91.44 N 166,341.8602 E 1374,9863735
Radius = 9300 Curve PRTRB-I Tangent = 1386 Delta = 6'12' 58 57 0.11
P.C. Station 19.72.99 N 161,907.63 E 4478,680.93 P.I. Station 10+49.40 N 76T,&&51E L,IM519.00 Length 60,72 Degree 22710'5922'
P.T. Station 81+5623 N 761,938.93 E 1.418.89.46 Delta = 73' 58'34.03910.TI Radius : 22,00
g
i 34W
C.C. N T6T,956.4i E 1.418,T60J Degree c rgli'WIT.9526' P.C. Station 5+38.64 N 761,625.85 E 415
1
76.14 Leen
ngtth =

Chord Bear = N

79'35'49.1436'E

Tangent =

21.84

P.T. Station

5+99.36 N

767
59537 E .
.
745
76
1375

Radius
000
.0000
250
Length = ]1,44 CC N 767.93.57 .
E 441513340 ,
. PC Station 10+88.03 N 766,344.5475 E L474.!187.190
Course from PT PRFTM-24 to PC PRFTHl-25 N 10.47 47,7263' E Dist [5.86 Radius = 29.00 Chord Boor = 5 45'08' 24.7386' E P.T. Station 10.94 81 N 766350.8]1 E 4474.9816921
P.C. Station 10+27.56 N 761,838.68 E 4175,510.61 C-C H 7663385208 E 1311,%2.9336
Curve PRFTM-25 P.T. Station 10+65.00 N T6T.820.98 E 4475.540.71 Course from PT PRTRB-T to PC PRTRB-8 N 55'41452534 E Dist 36.31 Chord Bear : N 21 43'21.93
P,L Station 84+9.51 N T6826824 E UT8.9141.45 C.C. N 767,849.79 E 1.4175.531.03

Delta =
[3'43' 26.6344 (RT)
Chord Bear = S
59' 30' 38.0640' E
Curve PRTRB-8 Course from PT UTCHIM-4 to PC UTCHUN-5 N 272757.23'N Dist 2&9
Degree = 5r 0725.0056' P.I. Station 4.8+4371N TST.6T6.52 E 1313865.15 Curve UTCHM-5
Tangent 209.42 Corse from PT PR1RB-Ito PC PRTRS-2 N 83'30`04.9 rE Dist 2631 Delta = 16r04.54.B987CRT) P.I. Station 1.25.74 N T66
4634
377.7496 E 4474
969
Length 24US Degree = 3.0'8'355923
De = ,
,
.
8'58'25
Radius 12.00 Curve PRTRt3.2 Tangent = 10&04 Degree = 229 10 59222*
2'
P.C. Station 82+82.08 N 168,062.55 E L4T8.8T5J0 P.J. Station 1.6&90 N 767.832.51E 4415.1% Length = 50,61 Tangent = L%t8
P.T. Station 85+2393 N 768,121.31 E L479.D6368 Delta H7.3Y 39.3901RT1
'
' Rodhu 10.00 Length 3965
C.C. N 768.041.50 E 1.478.985) Degree = 260
26
073013' P.C. Station I7+35.61 N 767.66.79 E L4T5,T15Jq Radius 25
Chord Bear = N T2 4r 3LO437' E Tangent = 7539 P.T. Station 17+86.28 N TST.590J0 E 1,4T5.BD0.31
P.C. Station .
1+23.378
18 N 166
]16.245 E 1474
910
4294
'
'
' Length = 56.65 C.C. N 767,600.90 E 4475,785.92 P.T. Station ,
,
.
1+21.69 N 166.1792655 E 1314
968 429
Cause from PT PRFTUR-25 to PC PRFTHR-26 S 45
45.639
26
E Dist 92.88 Radius
P
St
ti
C 22,00
10+932 H 161
813%
15
5 Chord Bear = S 43.374729TrE C ,
N 166363119 E NT4 9
?TQ
}
'?
.
.
a
on ,
.
66.85
E 13 Chord Bea' = N •
I
7/77
33' S7 09.98' s ?T111
Curve PJ Station 26 88.7980 N 167,899.10 E 1,479268,11 C.C. Station N 8+47.91 T6i
3/ 1,415583/8
802J0 E 767,18 1
415569 Corse from PT PRTRB 6 to PC PRTRB-9 .5.16'.52'40.1527 ll Dist 1554 ,4 p
CARp4
Delta = 132'58'51.8413* (LT) Chord Bear = S ,
.
.
22'43'353884'E Curve PRTRB-9 Course from PT UTCHSAN-5 to PC UTCtM-6 , Il 2.74-W.. 1 Dist 87
?
j ?

Degree
5704' 04.1302'
P.C. Station
18+88,70 N
76T.508J7 E
LiM735.85
C
r
UTCHNIN-6 ?
\v SSf /
,
Tangent 222.99 Course from PT PRTRB-2 to PC PRTRB-3 S 51'02' A4306711 Dist 5373 Delta 85'38' 3T.6101CL T) u
ve
PJ. Station 12•16.13 N 66118.5206 E L474
913224,
Length - 225.13 Degree = 87'34'17.9526' Delta - ,
4'38'58.3Y(LT)
? -
Radius 97.00 Curve PRTRB-3 Tangent = 26.87 Degree _
22X0'5927 SUL
P.C. Station 86.5.82 N 168,056.15 E L419J29.87 P.J. Station 8+50J8 N 767280.64 E 4471,95931 Length 4335 Tangent = 0149
1

P.T. Station
88.41.95 N
768,122.61E
1379294.89
Delta = IT7.14'4W310.T)
Radius =
29.00
Length .
2.0287 =
023510
C.C. N 768,12521 E 4479J91.92 Degree = 3*1IB'35.5903' P.C. Station 19+61.82 N 767.529.67 E 1,475.754.98 Radius 25.0000 =
Chord Bear = N 68' 03' 46.9402' E Tangent T48.48 P.T. Station 8+05JT N 767,490.46 E 1.475.759.06 P.C. Station 12+6J N U44i,1260 E 474.97:8555

Cause from PT
PRFTHR-26 to PC PRFTHR-27
N r34'19
581E
Dist 37
31 Length
Radius 55.68
18
00 C.C
Chord Boor = S N 767,5[.21
5'56'38
6530'E E 1,115,178.18 P.T. Station [•IT.H N =j66,C49261?/.k IItF?4T4,yyi??i3g3
'
'
?
`
'
. . P.C. Station .
[+0170 N 761,1921E L4TS
54L39 . C.C.
Ch
= H
d B N 166,432.1721 rr
C
4T4?
2E2Q,.
U ?
/I
40 41' 5190

Curve PRFTM-27
P.T. Station .
[+57.18 N 767,722.69 E L475.56331 ar
oor (0
A
(/
P.I. Station 9+26.46 N 76&407,01 E 1379302.69 C.C. N 16T,T3721 E LAIM552.71 Course from PT UTD*M-6 to UTCHUNEY2 N 43'OP W5j?I 111I1V?i?` Ohst 6&0792
Delta = [8'12' 412844' CRT) Chord Bear = S 3T34' 36.259T E
Degree = 47'44'4T3385' Point UTCHUN N 766,498.9520 EERL 1p{(1;41,1865.9!
DSSS?4NED 4WITa
Tangent 247.20 -
Length
Radius
P.C. Station 26833
[0.00
88.1926 N

168.159.90 E

1379,295.9

101K
RCArDX"'5" PRELIMINARY PLAN S NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
P.T. Station 9+47.79 N 768,248.82 E 1,479,492.66 -, 00 NOT USE FOR CONSTRU CTION EC OSYSTEM ENHANCEMENT PROGRAM
C.C. N 768.156.61 E 1.419.46.111
Chard Bear = N 65.40'43511E G & M of North Corolino, Inc. 5
Cause from PT PRFTHR-27 to PC PRFTHR-28 S 50'['53
1962'E Dist 59
67 WWW
ARCADIS-US
COM 4
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.
3 FIVE-MILE BRANCH
801 Corpor ate Center Drive
Suite 300

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NC ,
27607 5073 2 REB v4vo5 FNAL RESTDRATIDN PLAN IREDELL COUNTY. NORTH CAROLINA
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Tel: [phone] Fox: 919/854-5448 DESIGN ENGINE ER BY DATE DESCRIPT
O N OF R
EVISION
I ALKfAIENT DATA - FIFTH CREEK,-PRTRB-.8 -UTDCUN- SHEET NO. 3C
616
8
3
5
aF
MORPHOLOGICAL CHARACTERISTICS OF THE EXISTING AND
PROPOSED CI-L4N 1IEL WITH REFERENCE REACH DATA
11
BEAVER CREEK
PRBVR- Sta. 10+00.00 to Sta. 84+67.31
Variables Existin g Channel Proposed Reach Reference Reach
1. Stream Type E5 C5 C5
2. Drainage Area (s q. ml) 10.76 10.76 0.37
3. Bonkfull Width (Wbkf) ft Mean: 21.8 Mean: 43D Mean. 119
Range: 20J - 23D Range: Range. IOB -139
4. Bonkfull Mean Depth (dbkf) ft Mean: 4J Mean. 2.4 Mean.. 01
Ro e: 31- 45 Range. Range. Ob - OT
5. Width/Depth Ratio (Wbkf/dbkf) Mean: 53 Mean. 18D Mean: 18D
Range. 4b - 5B Rome. Range. 152 -222
6. Bankfull Cross-Sectlonal Area Mean: 90 Mean. 1027 Mean: 79
(Abkf) s ft Rome. 789 - 1021 Range, Range. 7.6 - 85
7. Bankfull Mean Velocity (Vbkf) fps Mean: 3.8 Meon: 3l Mean. 0
Ro e: 33 - 4D Rance. Range. IS-1.7
8. Bonkfull Discharge. cfs (Qbkf) Mean: 3453 Mean: 3561 Meon: 13.4
Ra e. 2726 - 4091 Rome: Ra e: 133 -135
9. Maximum Bonkfull Depth (dmox) ft Mean: Mean: B Mean: IJ
Ro e: 31- 7J Ro e. 2b - 4.6 Rome. OB -13
/0. Ratio of Low Bank Height to Max. Mean. 12 Mean: ID Mean: 15
Bonkfull Depth (Bhlav/dmox) Rome. ID - 15 Ro e: Range: OD - 20
H. Width of Flood Prone Area A fpo) ft Mean.. 180 Mean: 180D Mean: 23.8
Ro e: 100.0 - 250D Range.- 1OOD - 250D Rome. 185 - 31
12. Entrenchment Ratio (Wfpo/Wbkf) Mean. 82 Mean: 42 Mean: 20
Ra e: 4.6 - IO9 Ra e: 23 - 5B Ro e, IE - 2B
13. Meander Length (Lm) ft Mean: 1,380D Mean: 2666 Mean. 74D
Ro : 575D - 2!320 Rome : 2064 .- 3268 Range- 57D - 900
14. Ratio of Meander Length to Mean: 633 Mean: 62 Mean. 62
Bonkfull Width (Lm/Wbkf) Range., 263 - 97.8 Range. 4B - 76 Ro e: 4B - 75
15. Roduls of Curvature (Rc) ft Mean: 3,527.0 Mean: 67D Mean. 145
Ra e. 60D -14MOD Range: 520 - 86D Range., 105 -185
16. Ratio of Radius of Curvature to Mean: 161.8 Mean: 1.6 Mean. 12
Bankfull Width (Rc/Wbkf) Ra e. 27 - 6422 Range: 12 - 20 Range: ID - lb
17. Belt Width (Wbli) ft Mean: 235D Mean: 2451 Mean: 50D
Rome. 470 - 443D Range: 120.4 - 369E Rowe. 320 -102D
18. Meander Width Ratio (Wblt/Wbkf) Mean: 109 Mean: 57 Mean: 51
Rome.- 2J - 203 Ra e.. 2B - 8.6 Rome: 29 -8b
19. Sinuosity (Stream length/volley Meon: 1.07 Mean: 1.66 Mean: IB
distance) (k) Rance: Rome. Ro e..
20. Valley Slope (ft/ft) Mean: OD0172 Mean: OD0172 Mean. 00041
Ro e.. Rome. Ra e.,
21. Average Water Surface Slope or Mean: OD016 Mean: OD012 Mean: OD026
Bonkful Slope for Reach (Sbkf or Range: Range. Range.
SGV )=(Svoll /k) ft / ft
22. Pool Slope (Spool) ft / ft Mean. OD028 Mean: OD Mean. 00023
Rance.. OD - OD200 Rome. Range OD023 - OD024
23. Ratio of Pool Slope to Average Mean: 17 Mean: OD Meon: 09
Slope (S 1/Sbkf) Rome. OD -125 Range. Rome: 09 - ID
24. Maximum Pool Depth (dpool) ft Mean. 67 Mean. 72 Meon: 22
Ra e., 47 - 7B Range.. 57 - 8J Range. 2D - 24
25. Ratio of Maximum Pool Depth to Mean.. Ib Mean: 3D Mean: 3J
Bankfull Mean Depth (d I/dbkf) Ra e: Il -19 Rance. 24 - 3.4 Range. 29 - 3.4
26. Pool Width (1vpool) ft Mean: 205 473 Mean: 131
Rome: 14.4 - 241 e: Rome.. 12B -133
Variables Existin g Chonne! Proposed Reach Reference Reach
27. Ratio of Pool Width to Bonkfull Mean. 09 Mean: IJ Mean: IJ
Width (W !/Wbkf) Range., 01- 11 Range, Range: 1l - I!
28. Bonkfull Cross-sectlonal Area at Mean: 1006 Mean. 174.6 Mean: 133
Pool Wool) s ft Range, 809- 1199 Range. 143E - 195J Range. 112 -15.4
29. Ratio of Pool Area to Bonkfull Mean: IJ Mean. 11 Mean: 11
Area (1/Abkf) Range: 09 -13 Range. 1.4 -19 Range: 1.4-19
30. Pool to Pool Spacing (p-p) ft Mean: 1161 Mean.. 2522 Mean: 825
Rance.- 20.6 - 7489 Ro e: 185.0 - 330D Rance: 74D - 91D
31. Ratio of Pool-to-Pool Spacing to Meon: 8J Mean: 59 Mean: 69
Bonkfull Width (- /Wbkf) Range.. 09 - 343 Ro e: 43 - 77 Range. 62 - 7b
32. Pool Length (Lp) ft Mean. 251 Mean.. 1075 Mean: 30.0
Rome: 55 -1619 Rance.. 77.4 -137.6 Range. 21D - 380
33. Ratio of Pool Length to Bankfull Mean: 12 Mean. 25 Mean. 25
Width (/Wbkf) Range., 02 - 7.4 Ra e. IB - 32 Range, IB - 32
34. Riffle Slope (SrJff) ft / ft Meon: OD02 Mean.- OD014 Mean: OD031
Range.- OD - OD094 Range.- OD012 - OD017 Ra e: OD027 - 00036
35. Ratio of Riffle Slope to Average Mean: 12 Mean: 12 Mean. 12
Slope (Srlff/Sbkf) Range, OD - 59 Ra e: ID -1.4 Range: ID - 1.4
36. Maximum Riffle Depth (drlff) ft Mean. 57 Mean: 4J Mean: IJ
Range: 37 - 7J Ro e: 3D - 44 Rome.- 09 -13
37. Ratio of Riffle Depth to Bankfull Meon: 1.4 Mean: 11 -
Mean.- Ib
Mean Depth (drlff/dbkf) Rome. 09 - I7 Range., 13 - IB Ra e: IJ-19
38. Run Slope (Srun) ft / ft Mean. 0.0105 Mean: OD024 Mean: OD051
Range: OD - OD269 Range: OD - OD071 Rome, OD - OD153
39. Ratio of Run Slope to Average Mean: 6.6 Mean: 20 Mean: 195
Slope (Srun/Sbkf) Range., OD -168 Ro e: 0 - 59 Range: OD - 59
40. Maximum Run Depth (drun) ft Mean: 5.6 Mean: 4B Mean: 1.4
Range: 52 - 63 Rome. 45 - 52 Range: 13 - IE
41. Ratio of Run Depth to Bankfull Mean: 1.4 Mean. 20 Mean: 2D
Mean Depth (drun/dbkf) Range. 13 -15 Ro e: 19 - 22 Rome.- 19 - 23
42. Slope of Glide (Sgl) ft / ft Mean. OD042 Mean: ODOM Mean: OM20
Range: OD - 0.0180 Range.- OD - OD018 Range.- OD - OD040
43. Ratio of Glide Slope to Average Mean. 26 Mean. OB Mean: OB
Water Surface Slope (S 1/Sws) Rowe, OD -112 Range: OD - 15 Range: OD -15
44. Moxlmum Glide Depth (dgl) ft Meon: 59 Mean: 6J Mean: 1.6
Rome.. 4B - 72 Ro e: 4.6 - 72 Rowe. 13 - 21
45. Ratio of Glide Depth to Bankfull Meon: 1.4 Mean: 25 Mean: 23
Mean Depth (d I/dbkf) Range. 12 -17 Range. 19 - 3D Range : ,9 - 3D
46. Step Slope (Sst) Mean.. OJ629 Mean: N/A Meal). CAR /A,..,
Range. Ra nge.,
47. Ratio of Step Slope to Average Mean: 1037 Mean: N/A n? ? SS/OY/.p,
Water Surface Slope (Sst/Sav) Rowe. Range.-
Ro
?? =
48. Moxlmum Step Depth (dst) Mean: 59 Mean: N/A Mean: SEAL N/A
Ro e: Range.- Ra
10
4
9. Ratio of Step Depth to Bankfull Mean. 1.4 Mean. N/A Mean: N/A
Mean Depth (dst/dbkf) Range: Ra e: Rb e:
SEAL NOT VALID UUSS S!'VNED AND DATED
E,
MORPHOLOGICAL CHARACTERISTICS OF THE EXISTING AND

PROPOSED CHANNEL WITH REFERENCE REACH DATA
FIFTH CREEK UPSTREAM OF BEAVER CREEK
PRFTH- Sta. 10+00.00 to Sta. 18+39.70
Variables Existin g Channel Propos ed Reach Reference Reach
1. Stream Type E5 C5 C5
2. Drainage Area (s ml) 13.93 1393 007
3. Bonkfull Width (Wbkf) ft Mean: 251 Mean: 45J Meon: 119
Range: 240 - 273 Ro e: Range. 10.8 -139
4. Bonkfull Mean Depth (dbkf) ft Mean. 45 Mean: 25 Mean: 01
Range: 43 -4.6 Rance: Range. 06 - 01
5. Wldlh/Depth Ratio (Wbkf/dbkf) Mean: 59 Meon. 18D Mean: 18D
Rance. 52 - 6.9 Range. Rance, 152 - 222
6. Bonkfull Cross-Sectional Area Mean. 1129 Mean: 1129 Mean: 79
(Abkf) s ft Range.- 1099 - 1159 Range. Range: 76 - 85
7. Bonkfull Mean Velocity (Vbkf) fps Mean: 65 Mean: 32 Mean: 1.65
Rance: 36 - 3.7 Range.. Rance: 1.6-17
8. Bonkfull Disctxrrge.cfs (Obkf) Mean: 4119 Mean. 4Gb Mean. 13.4
Range.- 3919 - 426.0 Ra e. Rance, 133 -135
9. Maximum Bonkfull Depth (dmax) ft Mean: 6 Mean. 9 Mean: 1J
Rance: 7.4 -7B Rance: 37 - 4J Rance: 09 -13
!0. Ratio of Low Bank Height to Max. Mean. IJ Mean: ID Mean: 15
Bonkfull Depth (Bhfow/dmax) Range, U- 12 Rance: Rance. 00 - 2D
N. Width of Flood Prone Area ayfpa) ft Mean: 207D Mean: 2000 Mean.- 23B
Rance : 200D Range: Rance: 185 - 31
12. Entrenchment Ratio (<vfpo/Wbkf) Mean: 7.8 Mean. 4.4 Mean. 2D
Rance: 1.3 - 83 Rance. Rance: 16 - 2B
13. Meander Length (Lm) ft Mean: 4.618D Mean: 2796 Mean: 74D
Range, 4.464 - 47119 Rance. 2165 - 3428 Range: 57D - 90D
14. Ratio of Meander Length to Mean: 1797 Mean: 62 Mean: 62
Bonkfull Width (Lm/lybkf) Rance, 1737 -1856 Ro e: 4B - 7,6 Rance: 4B - 76
15. Raduus of Curvature (Rc) ft Mean.. 2693D Mean: 725 Mean: 145
Rance. 1275D - 3,BOOD Rance. 56D - 909 Range, 105 -185
16. Ratio of Radius of Curvature to Mean: 1048 Mean: 16 Mean: 12
Bankfull Width (Rc/Wbkf) Range- 496 -147B Rance. 12 - 2D Rance: ID -16
17. Belt Width (Wblt) ft Mean: 639D Meon. 257J Mean: 50D
Rance.- 46D -1566D Rance. 1263 - 3879 Ra e: 320 -102.0
18. Meander Width Ratio (Wblt/Wbkf) Mean: 249 Mean: 57 Mean: 51
Rance.- 19 - 609 Range: 2.8 - 86 Range, 2B - 86
19. Sinuosity (Stream length/volley Mean: IN Mean: 1.49 Mean: IB
distance) (k) Rowe. Range: Rance..
20. Valley Slope (ft/ft) Mean: OD0167 Mean: 090167 Mean: OD041
Ra e: Rance. Rowe.
21. Average Water Surface Slope or Mean: 0013 Mean: OD0216 Mean: 09026
Bonkful Slope for Reach (Sbkf or Range: Range: Range:
Sav )=(Svoll /k) ft / ft
22. Pool Slope (Spool) ft / ft Mean: N/A Mean: OD Mean: OD023
Rome. Ra e: Rance : OD023 - OD024
23. Ratio of Pool Slope to Average Mean: N/A Mean. OD Mean: 09
Slo (S !/Sbkf) Rance. Range. Range: 09 - ID
24. Maximum Pool Depth (dpool) ft Mean: N/A Mean: 7B Mean. 22
Range: Range. 75 - 8D Rance. 20 - 24
25. Ratio of JY(aximum Pool Depth to Mean: N/A Mean: 3J Mean: 3J
Bonkfull Mean Depth (d 1/dbkf) Ro e: Rance. 3D - 32 Rance: 29 - 3.4
26. Pool Width (Wpool) ft Mean: N/A Mean: 496 Mean: 13J
Ra e: Range. Rance. 12B -133
Variables Exist! Channel Proposed Reach Reference Reach
27. Ratio of Pool Width to Bonkfull Mean: N/A Mean: IJ Mean. 11
Width (W 1/Wbkf) Range. Rance. Range. IJ- IJ
28. Bonkfull Cross-sectional Area at Mean: N/A Mean: 1919 Mean: 133
Pool ( l) s ft Range. Range. 158J - 2145 Rance: 112-15.4
29 Ratio of Pool Area to Bonkfull Mean: N/A Mean. 17 Mean: I
Area ( 1/Abkf) Range.- Rance. 1.4 - 19 Rance. 1.4 -19
30. Pool to Pool Spacing (p-p) ft Mean: N/A Mean: 2970 Mean. 825
Ro e: Rance. 2720 - 3220 Ro e: 74D - 91D
3l. Ratio of Pool-to-Pool Spacing to Mean. N/A Mean: 61 Mean. 69
Bonkfull Width ( - /Wbkf) Range.. Range.- 6D - lJ Range, 62 - 76
32. Pool Length (Lp) ft Mean: N/A Mean: 1128 Mean.. 30.0
Range.- Rance. 812 -1443 Range: 21D - 38D
33. Ratio of Pool Length to Bonkfull Mean: N/A Mean: 25 Mean: 25
Width ( /Wbkf) Range. Rance: IB - 32 Rance, 19 - 32
34. Riffle Slope (Srlff) ft / ft Mean: 0001 Meon. OD026 Mean: 0.11031
Range. OD009 - 0011 Rance. 0.0022 - OD030 Ra e: 00027 - OD036
35. Ratio of Riffle Slope to Average Mean.. OB Mean: 12 Mean: 12
Slope (Sriff/Sbkf) Rance: 07 - OB Rance: ID -1.4 Rance: ID - 1.4
36. Maximum Riffle Depth (driff) ft Mean. 76 Mean: 39 Mean: IJ
Rance: 7.4 - 7B Rance: 37 - 4J Rance: OB - L3
37. Ratio of Riffle Depth to Bonkfull Mean. 17 Mean: 16 Mean: 16
Mean De Ih (drlff/dbkf) Range, 16 - 17 Range. 15 -17 Ro e: IJ- 19
38. Run Slope (Srun) ft / ft Mean: N/A Mean.. OD043 Mean: OD - OD153
Range.- Range: OD - 00127 Rome, OD051
39. Ratio of Run Slope to Average Mean: 111A Mean. 20 Mean: 2D
Slope (Srun/Sbkf) Rance, Rance. 0 - 59 Range., OD - 59
40. Maximum Run Depth (drun) ft Mean: N/A Mean. 49 Mean: 1.4
Rance: Range, 4B - 5.1 Rance: 13 -16
41. Ratio of Run Depth to Bankfull Mean: 1i/A Mean: 2D Mean: 2D
Mean Depth (drun/dbkf) Rance: Rance. 19 - 20 Range: 1.9- 23
42. Slope of Glide (Sgl) ft / ft Mean: N/A Mean: ON Mean. OD020
Range: Range: OD - OD032 Range.- OD - 09040
43. Ratio of Glide Slope to Average Mean. N/A Mean: OB Mean. OB
Water Surface Slope (S 1/Sws) Rome: Range: OD -15 Range: OD -15
44. Maximum Glide Depth (dgl) ft Mean. N/A Mean: 5.4 Mean.. l6
Range, Rance.- 49 - 5B Rance. 13 - 2J
45. Ratio of Glide Depth to Bankfull Mean: N/A Mean: 22 Mean. 23
Mean Depth (d 1/dbkf) Range. Range. 20 - 23 Ra e: 9 - 30
46. Step Slope (Sst) Mean. N/A Mean: N/A Mew CAR r4A,??
Rance. Rance: ... ......
47. Ratio of Step Slope to Average Mean: N/A Mean: N/A , n? ' IOV q'
Water Surface Slope (Sst/Sav) Range.- Rome,
Ra
a?
48. Maximum Step Depth (dst) Mean: N/A Mean: N/A _
SEAL N/A
Mean-
Rance: Rance: Ra
49. Ratio of Step Depth to Bonkfull Mean. N/A Mean. N/A Mean: N/A
Mean Depth (dst/dbkf) Ro e: Range: Ra e:
C D ? F V ' ???\\\
SEAL ?Ii VQO LMESS SIGNED AND DATED

MORPHOLOGICAL CHARACTERISTICS OF THE EXISTING AND
PROPOSED CHANNEL WITH REFERENCE REACH DATA

FIFTH CREEK BETWEEN BEAVER CREEK AND SWANN ROAD BRIDGE
PRFTH- Sta. 18+39.70 to Sta. 38+12.00
Variables Existin g Channel Proposed Reach Reference Reach
1. Stream T
ype
E5
C5
C5
2. Drainage Area (sq. ml) 26.05 26.05 0.37
3. Bankfull Width (Wbkf) ft Mean: 361 Mean: 632 Mean: 119
Rome: 353 - 377 Range, Range. 10.8 - 13B
4. Bankfull Mean Depth (dbkf) ft Mean: 55 Mean: 35 Mean: 07
Ra e: 51- 6D Range. Ro e. 0.6-07
5. Wfdth/Depth Ratio (Wbkf/dbkf) Mean: 67 Mean: 18 Mean: 16
Rowe.. 62 - 7.4 Range. Range. 152 - 222
6. Bankfull Cross-Sectional Area Mean: 2025 Mean: 2222 Mean: 79
(Abkf) s ft Rance.- 192.6- 2222 Ron e. Range. 76 - 85
7. Bankfull Mean Velocity (Vbkf) fps Mean. 365 Mean: 3D Mean: 165
Range.- 36 - 37 Rowe.. Range. 16 -17
8. Bankfull Discharge. cfs (Qbkf) Mean: 4119 Mean: 136-3 Mean: 13.4
Range.. 3979 - 426D Range. Range: 133 -135
9. Moxlmum Bankfull Depth (dmax) ft Mean: J Mean: 5J Mean. IJ
Range, 5B - 91 Range., 4.4 - 67 Range, OB - 13
10. Ratio of Low Bank Height to Max. Mean: 15 Mean: ID Mean. 15
Bankfull Depth (Bhlow/dmax) Rowe.- 13 - I7 Rowe: Range. OD - 2D
1!. Width of Flood Prone Area (Wfpo) ft Mean: 3161 Meon: 3161 Meon: 23B
Ro e: 250 - 4000 Range: 250 - 4WD Ra e.. 185 - 31
12. Entrenchment Ratio (Wfpa/Wbkf) Mean: 86 Mean: 51 Mean. 2
Range: lJ - IOB Range., 4D - 63 Range: 16 - 2B
13. Meander Length (Lm) ft Mean: 4618D Mean: 391E Mean: 74
Range: 4.4640 - 4771D Ra e: 303.4 - 4803 Range. 570 - 90D
14. Rollo of Meander Length to Mean: 125,8 Mean: 62 Mean: 62
Bankfull Width (Lm/Wbkf) Ra e.. 121,6 -130D Range: 4B - 76 Rome: 4B - 76
15. Roduls of Curvature (Rc) ft Mean: 2693D Mean: 946 Mean: 145
Rowe 1275D - 3BOOD Range. 750 -1250 Range., 105 -185
16. Ratio of Radius of Curvature to Mean: 73.4 Mean. 15 Mean: 12
Bankfull Width (Rc/Wbkf) Range: 347 -1035 Range: 12 - 2D Rowe: ID - 16
17. Belt Width (Wblt) ft Mean.. 639D Mean: 265.4 Mean: 50
Ro e: 48D -15660 Rowe. 1706 - 5435 Ro e: 320 -1020
18. Meander Width Rollo (Wblt/Wbkf) Meon: 17.4 Mean: 57 Mean: 57
Range. 13 - 421 Range. 2B - 86 Ro e: 2B - 86
19. Sinuosity (Stream length/valley Mean: ID4 Mean: 1.49 Mean: IB
distance) (k) Range. Range: Rome.
20. Valley Slope (ft/ft) Mean: 0.00167 Mean: OD0167 Mean: OD047
Ro e. Rance. Range.
21. Average Water Surface Slope or Mean: OD016 Mean: 060102 Mean: OD026
Bankful Slope for Reach (Sbkf or Range: Range. Range.
Sov )=(Svoll /k) ft / ft
22. Pool Slope (Spool) ft / ft Mean: 06035 Mean: OD Mean: OD023
Rome. OD - ODlff Range. Range. OD023 - OD024
23. Ratio of Pool Slope to Average mean.. 22 Mean: OD Mean: 09
S1o (S I/Sbkf) Range., OD - 73 Ra e.. Range. 09 - ID
24. Maximum Pool Depth (dpool) ft Mean: 95 Mean. 101 Mean: 22
Range: 8D - 114 Range. 102-111 Range. 2D - 2,4
25. Ratio of Maximum Pool Depth to Mean. 11 Mean. 3J Mean: 3.1
Bankfull Mean Depth (d 1/dbkf) Range.. 1.4 - 21 Range: 29 - 32 Rome. 29 - 3.4
26. Pool Width (Wpool) ft Mean: 32B Mean: 695 Mean: 131
Ra e. Range. Rowe., 12B -133
Variables Existin g Channel Proposed Reach Reference Reach
27. Rollo of Pool Width to Bankfull Mean: 09 Mean.. IJ Mean: IJ
Width (W 1/Wbkf) Ra e. Range. Range.
28. Bankfull Cross-sectional Area at Mean: 199D Mean: 377.7 Mean: 133
Pool ( 1) s ft Range. Range. 311J - 4222 Range. 112-15.4
29. Ratio of Pool Area to Bankfull Meon: ID Mean: 1 Mean: 17
Areal 1/Abkf) Range. Range. 1.4 - 19 Ro e: 1.4 - 19
30. Pool to Pool Spacing (p-p) ft Mean: 2563 Mean.. 306D Mean. 825
Range: 623 - 12063 Range. 234D - 356D Rome. 74D - 91D
31. Ratio of Pool-to-Pool Spacing to Mean: 7D Mean: 4.8 Mean. 69
Bankfull Width ( - /Wbkf) Range.- 17 - 329 Range., 37 - 56 Range.- 62 - 76
32 Pool Length Qp) ft Mean: 30D Mean: 158D Mean: 30D
Rome: 152 - 69B Rome: 1139 - 2022 Range. 21D - 380
33. Ratio of Pool Length to Bankfull Mean: OB Mean: 25 Mean: 25
Width ( /Wbkf) Rome: 0.4 -19 Range, IB - 32 Ra e: 1.8 - 32
34. Riffle Slope (Srlff) ft / ft Mean; ODO17 Meon: OD012 Mean: 00031
Rome. OD - OD043 Range. OD012 - OD014 Range.- 00027 - OD036
35. Ratio of Riffle Slope to Average Mean: lJ Mean: 12 Mean: 12
Slope (Srlff/Sbkf) Range: OD - 27 Rowe, ID -1.4 Range: ID - 1.4
36. Maximum Riffle Depth (drlff) ft Mean: 0 Mean. 53 Mean; 1J
Range, 5B - 9J Ro e: 4.4 - 67 Ra e: OB -13
37. Rollo of Rlffle Depth to Bankfull Mean: 13 Mean. F5 Mean: 16
Mean Depth (driff/dbkf) Range, ID - I6 Ra e: I3 -19 Range: 11- 19
38. Run Slope (Srun) ft / ft Mean: OD161 Mean: OD016 Mean. OD - OD153
Range: OD035 - OD250 Ra e: OD - OD047 Range: OD051
39. Rollo of Run Slope to Average Mean: 101 Mean: 20 Mean: 196
Slope (Srun/Sbkf) Range: 22-15.6 Range., 0-53 Range: OD - 59
40. Maximum Run Depth (drum ft Mean: 67 Mean: 61 Mean: 1.4
Range: 4B - 81 Range. 67 - 6B Range: 13 -1,6
41. Ratio of Run Depth to Bankfull Meon: 12 Mean: 19 Mean: 2
Mean Depth (drun/dbkf) Range, 09 - 15 Rome.- Ra e: 19 - 23
42. Slope of Glide (Sgl) ft / ft Mean: OD011 Mean; OD008 Mean: OD02
Range. OD - 01X62 Range: OD - OD015 Range: OD - OD040
43. Ratio of Glide Slope to Average Mean: 07 Mean: OB Mean: OB
Water Surface Slope (S l/Sws) Range., OD - 39 Rowe. OD -15 Range: OD -15
44. Maximum Glide Depth (dg!) ft Mean: 8.0 Mean.. 8J Mean: I6
Ra e.. 69 -103 Rome: 67 - 9D Range.- 13 - 2J
45. Ratio of Glide Depth to Bankfull Mean: 1.4 Mean: 23 Mean: 23
Mean Depth (d 1/dbkf) Rome: 12-1.9 Range. 19 - 26 Range.-_ _ 9 - 3D
46. Step Slope (Sst) Mean: NIA Mean: N/A
.
Meats
Cq
24

Rome.
Range: ... .,
R ..
.
47. Rollo of Step Slope to Average Mean: NIA Meon: N/A kf no 1 p',y/ q'
Water Surface Slope (Sst/Sae) Range. Range.
Ra
??
48. Maximum Step Depth (dst) Mean: N/A Mean: NIA Mean: SEAL N/A "
Range: Range:
RGMez,)7
r, it)
49. Ratio of Step Depth to Bankfull Mean. N/A Mean: N/A ; Mean; ` J N/A
Mean Depth (dst/dbkf) Rome: Ra e: Ro e:

put Hr-1-1
/l/???rrr?tr?i i ritiP`,\\\?
SEAL NOT MID MESS SIGNED AND DATED
U
MORPHOLOGICAL CHARACTERISTICS OF THE EXISTING AND
PROPOSED CHANNEL WITH REFERENCE REACH DATA

FIFTH CREEK BETWEEN SWANN ROAD BRIDGE AND END
PRFTH- Sta. 38+12.00 to Sta. 99+78.13
Variables Exlstl Channel Propos ed Reach Reference Reach
1. Stream Type E5 C5 C5
2. Drainage Area (s . ml) 26.05 26.05 0.37
3. Bankfull Width (Wbkf) ft Mean: 367 Mean. 632 Mean. 119
Ra e: 353 - 377 Range, Range, 10,8 - 139
4. Bankfull Mean Depth (dbkf) ft Mean: 55 Mean: 35 Mean.. OT
Rome. 51- 60 Rome. Rome. 0.6 - Ol
5. Width/Depth Ratio (Wbkf/dbkf) Mean: 67 Mean. 18D Mean. 18
Ro e: 62 - 7.4 Range: Range, 152 - 222
6. Bankfull Cross-Sectional Area Mean. 2025 Mean. 2222 Mean: 79
(Abkf) s ft Range: 192.6 - 2222 Range: Range: lb - 85
7. Bankfull Mean Velocity (Vbkf) fps Mean. 52 Mean: 3.4 Mean.. 0
Range. Range. Range: Ib - Il
8. Bonkfull Discharge. cfs (Qbkf) Mean: 11663 Mean.. 8232 Mean. 1.4
Rome. Rome.. Range. 133 -135
9. Maximum Bonkfull Depth (dmox) ft Mean: J Mean: Mean. IJ
Rome.- 59 - 9J Ro e: 6.4 - 67 Range: O9 - I3
l0. Ratio of Low Bank Helgbt to Max. Mean.. 15 Mean. ID Mean: 15
Bonkfull Depth (Bhlow/dmox) Range: 13 -1.7 Ra e: Range. 00 - 2D
ll. Width of Flood Prone Area (Wfpo) ft Mean: 3167 Mean: 3167 Mean. 23B
Rome. 250 - 4000 Ro e: 250 - 4000 Rome. i85 - 31
12. Entrenchment Ratio (<Nfpo?vbkfJ Mean: 8b Mean: 51 Mean: 2
Ro e: 71- J09 Ro e: 4D - 63 Range. Ib - 28
13. Meander Length (Lm) ft Mean: 4618 Mean: 3919 Mean: 74
Rome. 4.4640 - 4,7710 Ro e: 3034 - 4803 Ra e: 57,0 - 900
14. Ratio of Meander Length to Mean: 1259 Mean: 62 Mean: 62
Bonkfull Width (Lm/Wbkf) Range. 1216 -1300 Range. 4B - 7.6 Rome.. 49 - 76
15. Roduls of Curvature (Rc) ft mean. 2693 Mean. 946 Mean: 145
Rome- 1275D - 3.8000 Range.- 75D - 1250 Rome. 105 - 185
16. Rollo of Radius of Curvature to Mean: 73.4 Mean: 15 Mean. 12
Bankfull Width (Rc/Wbkf) Range. 34.7-1035 Rome. 12 - 2D Rome. 1.0-1.6
17. Belt Width (Wb1t) ft Mean: 639 Mean. 265.4 Mean: 50
Rome.- 48D -1,5660 Range.- 1706 - 5435 Range: 320 -1020
18. Meander Width Rollo (Wblt/Wbkf) Mean: 17.4 Mean: 42 Meon: 57
Range., 13 - 427 Range. 27 - 8,6 Rowe, 29 - 86
19. Sinuosity (Stream length/volley Mean: 104 Mean. 1.49 Mean. IB
distance) (k) Ra e. Ro e: Ro e.
20. Valley Slope (ft/ft) Mean: 01X1167 Mean. 000167 Mean. 00047
Ra e: Rome: Range.
21. Average Water Surface Slope or Mean: 00016 Mean. 00010 Mean. 00026
Bonkful Slope for Reach (Sbkf or Range: Range: Range:
Scv)=(Svoll/k) ft / ft
22. Pool Slope (Spool) ft / ft Mean: OD035 Mean. OD Mean. 00023
Range., OD - 0018 Range.- Range : 00023 - 00024
23. Ratio of Pool Slope to Average Meon: 22 Mean. OD Mean.. 09
Slope (S I/Sbkf) Rome. OD - 73 Ro e. Range. 09 - ID
24. MOXlmum Pool Depth (dpool) ft Mean: 95 Mean: 10B Mean. 22
Range: 8D -11.4 Rowe. 102-119 Range. 2D - 24
25. Ratio of Maximum Pool Depth to Mean: 17 Mean: 3.1 Meon 3J
Bankfull Mean Depth (d 1/dbkf) Range., 1.4 - 21 Range: 29 - 3.4 Range.. 29 - 3.4
26. Pool Width (Wpool) ft Mean. 329 Mean. 695 Mean: 131
Range. Range. Range. 129 - 133
Variables Exist! Channel Proposed Reach Reference Reach
27. Ratio of Pool width to Bankfull Mean. 09 Mean.. 11 Meon: 11
Width (W !/Wbkf) Range. Range: Range. Il - iJ
28. Bankfull Cross-sectional Area at Mean: 199D Mean: 3777 Mean: 133
Poo/ ( i) s ft Range: Range: 3111- 4222 Ro e: 112-15.4
29. Ratlo of Pool Area to Bankfull Mean.. ID Mean.. 11 Meon: Il
Area ( 1/Abkf) Range.- Ra e: 1.4 -19 Range: 1.4 -19
30. Pool to Pool Spacing (p-p) ft Mean. 2563 Mean.. 3127 Mean: 825
Range: 623 - 1263 Range. 2100 - 4240 Rome. 74D - 91D
3l. Ratio of Pool-to-Pool Spacing to Mean. 7D Mean. 49 Mean: 69
Bankfull Width (- /Wbkf) Range: 17 - 329 Range: 33 - 6.7 Ra e: 62- 76
32. Pool Length (Lp) ft Mean. 30D Mean: 1580. Mean: 30
Rome. 152 - 699 Range, 1139 - 2022 Range: 21D - 380
33. Ratio of Pool Length to Bonkfull Mean: O9 Mean. 25 Mean: 25
Width ( /WbkfJ Range.- 0.4-1.9 Rome: 19 - 32 Ro e: 19 - 32
34. Riffle Slope (Srlff) ft / ft Mean: 00017 Mean. OD012 Mean. 0031
Ra e: OD - 0043 Ro e. -
0.0014
00010 Ra e: 00027 - 0.0036
35. Ratio of Riffle Slope to Average Meon: 1J Meon: 12
1
2 Mean: 12
Slo (Srlff/Sbkf) Range, OD - 27 Range: ID - 1.4 Ra e: ID - 1.4
36. Maximum Riffle Depth (drlff) ft Mean. 7J Mean: 6b Mean: IJ
Range: 59 - 91 Range. 6.4 - 67 Range, OB -13
37. Ratio of Riffle Depth to Bonkfull Mean. 13 Mean: 19 Mean: 1.6
Mean Depth (drlff/dbkf) Range.- ID - lb Range: 17 -19 Range.- i1- 19
38. Run Slope (Srun) ft / ft Mean: 00161 Meon.. OD02 Mean: OD - 00153
Range: 00035 - OD250 Range: OD - OM59 Range: OD051
39. Ratio of Run Slope to Average Mean: 111 Mean. 20 Mean. 196
Slope (Srun/Sbkf) Range: 22 -156 Range, 0-59 Range, 00 - 59
40. Maximum Run Depth (drun) ft Mean: 67 Mean. 7D Mean. 1.4
Range. 49 - 81 Range: 67 - 79 Ra e: 13 - I6
41. Ratio of Run Depth to Bankfull Mean: 12 Mean.. 2D Mean: 2
Mean Dq th (drun/dbkf) Ra e: 03-1.5 Range. 19 - 22 Ro e: 1.9- 23
42. Slope of Glide (Sgl) ft / ft Meon. 00011 Mean: 00008 Meon: 0002
Range: OD - 00062 Ra e: OD - 00015 Range, OD - 00040
43. Ratio of Glide Slope to Average Mean. Ol Mean: OB Mean: OB
Water Surface Slope (S i/Sws) Ro e: OD - 39 Ro e: OD -15 Range, OD -15
44. Maximum Glide Depth (dgl) ft Mean: 8D Mean: 89 Mean: ib
Ro e: 69 -103 Range.- 69 - 103 Ro e. 13 - 2l
45. Ratio of Glide Depth to Bonkfull Meon: 1.4 Meon: 25 Mean: 23
Mean Depth (d 1/dbkf) Range. 12 -19 Rome.- 19 - 29 Rome : - 30
46. Step Slope (Sst) Mean:
Ra e: N/A -
Mean.
Range: N/A M CQR
R K ..........
47. Rollo of Step Slope to Average Mean. N/A Mean: N/A j 4tedn /OY/ q'
Water Surface Slope (Sst/Sav) Range., Ra e: Ra
48. Maximum Step Depth (dst) Mean: N/A Mean: N/A _ Mean: SEAL N/A .,
Ro e: Ra e: Ra ea?z?
49. Ratio of Step Depth to Bonkfull Mean: N/A Mean. N/A Mean: N/A
Mean Depth (dst/dbkf) Ra e: Ro e: = Rb e:
'ynrun i mntio?
SEAL NOT VALD UNLESS SIGNED AND DATED

MORPHOLOGICAL CHARACTERISTICS OF THE EXISTING AND
PROPOSED CHANNEL WITH REFERENCE REACH DATA
G
11
UAWAMED TRIBUTARY #4
PRTRIB- Sta. 10+00.00 to Sta. 19+05.17
Variables Exist! Channel Propos ed Reach Reference Reach
1. Stream T E5 C5 C5
2. Drainage Area (s q. ml) 025 025 0.37
3. Bankfull Width (Wbkf) ft Mean: 109 Meon: 146 Mean. 119
Rowe, 10D - 11B Ro e. Range. 10.8 - 13$
4. Bankfull Mean Depth (dbkf) ft Mean: !J Mean: 0.8 Mean: 07
Ro e: 1D - IJ Range. Range. Ob - 07
5. Width/Depth Ratio (Wbkf/dbkf) Mean: 102 Mean. 18D Mean. 18D
Range, 97 - 10.6 Range. Range, 152 - 222
6. Bonkfull Cross-Sectlonl Area Mean. IIB Mean. IL8 Mean. 79
(Abkf) s ft Ra e. 10.4 -131 Range. Range.- 76 - 85
7. Bankfull Mean Velocity (Vbkf) fps Mean: 3.35 Mean.- 33 Mean. 165
Ro e: 32 -3.5 Range, Range. !b -11
8. Bonkfull Discharge. cfs (Obkf) Mean: 39 Mean. 422 Mean: 1.4
Range: 335 - 457 Range.- Range: 133 -135
9. Moxlmum Bankfull Depth (dmax) ft Mean: 20 Mean: I Mean: IJ
Ro e: IB - 25 Range, 09 -15 Range, 09 -13
10. Ratio of Low Bonk Helght to Max. Mean: 13 Mean.. ID Meon: 15
Bonkfull Depth (Bhlow/dmax) Range. 12 -1.4 Ro e: Rance: OD - 2D
H. Width of Flood Prone Area A fpa) ft Meon: 120D Mean: 120D Mean: 239
Rome.- 100D - 140D Ro e: 100D - 140D Range, 185 - 31
12 Entrenchment Ratio (Wfpo/Wbkf) Mean: 112 Mean: 82 Mean: 2D
Range. 85 -139 Range.- 6B - 96 Range: 16 - 2.8
13. Meander Length (Lm) ft Mean. N/A` Mean. 905 Mean: 74D
Range, Ra e: 70J -111.0 Range: 57D - 90D
14. Rollo of Meonder Length to Mean: N/A' Mean. 62 Mean. 62
Bonkfull Width (Lm/Wbkf) Ro e: Rome.. 4B - 76 Ro e: 4B - 7b
15. Radius of Curvature (Rc) ft Mean: 110D Mean.- 232 Mean: 145
Range., N/A Rome. 18D - 29D Range.- 105 -185
16. Ratio of Radius of Curvature to Mean: 101 Mean. 16 Mean: 12
Bonkfull Width (Rc/Wbkf) Range, N/A- Rance: 12 - 2D Ro e: ID - 16
17. Belt Width (Wblt) ft Meon: N/A' Meon: 832 Mean: 50D
Rance: Rome. 409 -125b Ro e: 32D -1020
18. Meander Width Ratio (Wblt/Wbkf) Mean: N/A' Meon: 57 Mean. 51
Ro e.. Range: 28 - 86 Range., 28 - 86
19. Sinuosity (Stream length/volley Mean: 13 Mean. 2D Mean. IB
distance) (k) Range. Range.. Range:
20. Valley Slope (ft/ft) Mean: OD0172 Mean: OD0172 Mean. OD047
Roe Range: Range.,
21. Average Water Surface Slope or Mean: OD061 Mean: OD0248 Mean. 0D026
Bankful Slope for Reach (Sbkf or Range. Range: Range.
Sav )=(Svoll /k) ft / ft
22. Pool Slope (Spool) ft / ft Mean: N/A Mean: OD Mean. OD023
Rance. Ro e. Ran e: OD023 - OD024
23. Ratio of Pool Slope to Average Mean: NIA Mecn.- OD Mean. 09
Slope (S !/Sbkf) Range. Rome.- Rowe. 09 - ID
24. Maximum Pool Depth (dpool) ft Mean. 28 Mean.. 25 Mean.- 22
Range., Range.- 23 - 2.7 Range., 2D - 2.4
25. Ratio of Maximum Pool Depth to Mean: 24 Mean: 31 Mean: 3J
Bankfull Mean Depth (d t/dbkf) Range. Range: 29 - 3.4 Range. 2.9
26. Pool Width (Wpool) ft Mean: 112 Mean: 151 Mean: 131
Range. Ro e: Range. 12B -133
Variables Existing Channel Proposed Reach Reference Reach
27. Rollo of Pool Width to Bankfull Mean. ID Mean: IJ Mean: IJ
Width (W I/Wbkf) Rome: Rance: Range: u - u
28. Bankfull Cross-sectional Area at Meon: 149 Meon: NJ Mean. 133
Pool ( u s ft Ra e.. Range. 165 - 22.4 Range: 112 -15.4
29. Ratio of Pool Area to Bankfull Meon: 1-3 Mean. 7 Meon: 11
Area ( 1/Abkf) Range: Range. 1.4 -19 Range: 1.4 -19
30. Pool to Pool Spocing (p-p) ft Mean: N/A Mean. 1011 Mean.- 825
Range.. Range. 67D -115D Ro e: 74D - 91D
3l. Ratio of Pool-to-Pool Spocing to Mean: NIA MeOn.. 6.9 Mean: 69
Bankfull Width (- /Wbkf) Range.- Ro e. 4.6- 79 Rome.- 62 - 76
32. Pool Length (Lp) ft Mean: 17D Mean.. 365 Mean: 30D
Range. Runge.- 263 - 467 Range: ?JD - 38D
33. Ratio of Pool Length to Bonkfull Mean: 15 Mean. 25 Mean: 25
Width ( /Wbkf) Range: Range, 18 - 32 Range.- IB - 32
34. Riffle Slope (Sriff) ft / ft Mean. OD064 Mean: OD039 Mean: 06031
Rance- 00033 - 0.0124 Range. OD028 - 0D035 Range,. OD027 - 0D036
35. Ratio of Riffle Slope to Average Mean. ID Mean. 12 Mean: 12
Slope (Srlff/Sbkf) Ra e: 05 - 2D Ra e: ID -1.4 Range: ID - 1.4
36. Maximum Riffle Depth (driff) ft Mean. 2D Mean.- 13 Mean. IJ
Range, 19 - 25 Ra e: 12-1.5 Range, OB -13
37. Ratio of Riffle Depth to Bonkfull Mean.. IB Mean: lb Mean: lb
Mean Depth (driff/dbkf) Range: lb - 23 Range. 15 -19 Range.- 1J-19
38. Run Slope (Srun) ft / ft Mean: N/A Mean. OD05 Mean: OD - OD153
Range.. Ra e: OD - OD146 Range., 00051
39. Ratio of Run Slope to Average Mean: N/A Mean: 20 Mean. 2D
Slope (Srun/Sbkf) Rome. Ra e. OD - 59 Range, OD - 59
40. Maximum Run Depth (drun) ft Mean: 24 Meon: 15 Mean: 1.4
Rance: Range.- 15 -1.5 Range: 13 -16
41. Ratio of Run Depth to Bankfull Mean: 22 Mean: 19 Mean: 2D
Mean Depth (drun/dbkf) Range: Ra e: 19 - 19 Range. 19 - 23
42. Slope of Glide (Sgu ft / ft Mean: N/A Mean: OD02 Mean: OD02
Range, Range.- OD - OD032 Range, OD - OD040
43. Ratio of Glide Slope to Average Mean: N/A Mean: OB Mean: OB
Water Surface Slope (S I/Sws) Range: Range.- OD - 15 Range. OD -15
44. Maximum Glide Depth (dgl) ft Mean: N/A Mean. 22 Mean: 16
Range: Range., I7 - 29 Range, 13 - 21
45. Ratio of Glide Depth to Bankfull Mean: N/A A(ean: 2B Mean: 23
Mean Depth (d !/dbkf) Range.. Range- 2J- 36 Rae 1,9 - 3D
46. Step Slope (Sst) Mean.
Rance. 0JO49 Mean:
Rome. N/A A(eari '
1? ..
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47. Rollo of Step Slope to Average Mean: 50D Mean. N/A medn
E l p y/ q':;
Water Surface Slope (Sst/Sav) Rance. Ro e: 1?A ?l
48. Maximum Step Depth (dst)
Mean:
13
Mean:
N/A
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Ro e: Range. h'a Z
49. Rollo of Step Depth to Bonkfull Mean: 12 Mean: N/A "s Mean. ` N/A
Mean Depth (dst/dbkf) Range, Range., ' b e:
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PRELIMINARY PLANS
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
HORIZON. SCALE DO NOT USE FOR CONSTRUCTION ECOSYSTEM ENHANCEMENT PROGRAM

G & M of North COrolino,Inc. s
WMARCADIS-US.COM ,

VERTICAL SCALE
801 Corporate Center Drive, Suite 300
3 FIVE-MILE BRANCH
Raleigh
NC 27607-5073 2 RES 1/4/05 FINAL RESTORATION PLAN IREDELL COUNTY
NORTH CAROLINA
, ,
I i Tel: [phone] Fax: [phone] RES 4/2/05 DRAFT RESTORATION PLAN
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2 RES 114105 FINAL RESTORATION RAN IREDELL COUNTY, NORTH CAROLINA
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T OF ENVIRONMENT AND NATURAL RESOURCES
T OF ENVIRONMENT AND NATURAL RESOURCES
ENHANCEMENT PROGRAM
MILE BRANCH
COUNTY. NORTH CAROLINA
OFILES SHEET NO. 43
Details -Five Mile branch
E
///---BOULDERS IN THE VANE
B / SHOULD NOT BE GAPPED EXISTING GROUND
/ OR HAVE SPALES.TIG KEY VANE IMTD BAN
t INTO BAXKFULL STAGE. MINIMUM
ry
?- FOOTER BOULDERS
C?
you .?
S STREAMBED SMOTE ???
B r FOOTER BOULDERS
BACKFILL WITH ` PLACED IN EXCAVATED
BACKFILL WITH EXISTING : EXISTING CHANNEL GEOTEXTILE TRENCH
CHANNEL MATERIAL OR VANE SPACING APPRDXIKATELY MATERIAL OR WITH FMRIC
WITH STONE MATERIAL AS 3 K VANE LENGTH STORE MATERIAL
DIRECTED BY DESIGNER ON Q? AS DIRECTED BY
SITE '-THE TOP Of THE NEXT yANE DESIGNER ON SITE SECTION A•A
SHOULD BE PLACED 1OC'OFF THE VANE BOULDER
BASE OF THE ABOVE STRUCTURE AT PROPOSED
- KEY VANE INTO BANK WITH BOULDER STREAWSED ELEVAION
CUTOFF SILL - S' MIN. IF VANE IS FLOW-`
STREAKBED
KEYED IN TO CONSTRUCTED BANFULL
BENCH, KEY VANE IN ACROSS ENTIRE
WIDTH OF THE RANKFULL BENCH. SCOU
BACKFILL WITH * - yT
GEOTEXTI 113 SANKFULL WIDTH FATERIAL OR WITH
FABRIC STONE MATERIAL DEEPEST PART OF SCOUR POOL
DEEPEST PMT OF SCOUR POOL AS DIRECTED BY
0 FOOTER CHANNEL
RL_AN uLL_ I TO BE IN LINE WITH WHERE VANE DESIGNER ON SITE TO BE IN LINE WITH WHERE
ii'IOTH _1 APRtS TIE INTO BANKFULL. DO NOT Foote VANE AP.RS TIE INTO BANKFULL. VATE EXCAVATE SCOUR POOL TOO GEOTEXTILE BOULDERS NOT EXCA SCOUR POOL
CLOSE TO FOOTER BOULDERS FABRIC T00 CLOSE TO FOOTER BOULDERS.
PLAN VIE49 SECTION B-B

11
BOULDERS IN THE J TURN SHOULD
BE GAPPED 15 TO 11 WIDTH OF
NEXT BOULDER
\ /--BOULDERS IN THE VANE
\ m SHOULD NOT BE E GAPPED OR
HAVE SPACES.TIE INTO
s
1 py BANKFULL STAGE
a
FOOTER BOULDERS
y

THE TOP OF THE NEXT VANE
SHOULD BE PLACED 100'OFF THE
BASE OF THE MOVE STRUCTURE
I.? VANE SPACING APPROXIMATELY
3 X VANE LENGTH
1 -BACKFILL WITH EXISTING
1 CHANNEL MATERIAL OR WITH
f
) STONE MATERIAL AS DIRECTED
J BY DESIGNER ON SITE
,3
' ?-GEOTEXTILE

TUL FABRIC
iT P. KEY VANE INTO BANK WITH BOULDER
NKFULL CUTOFF SILL . 5' MIN. IF VANE IS
ID H KEYED IN TO CONSTRUCTED BANFULL
BENCH, KEY VANE IN ACROSS ENTIRE
WIDTH OF THE BANKFULL BENCH.
PLAN VIEW
EXISTING GROUN
KEY VANE INTO BANK
WITH BOULDER CUTOFF
SILL 5' MINI".
FOOTER BOULDERS PU
IN EXCAVATED TREN
SECTION A-A
FLOW-?- STREAKRED
VANE BOULDER SCO
AT PROPOSED
STREAPSED ELEVATION
FOOTER BOULDER DEEPEST PMT OF SCOUR POOL
TO BE IN LINE WITH (MERE
VANE APAS TIE INTO BANKFULL.
DO NOT EXCAVATE SCOUR POOL
TOO CLOSE TO FOOTER BOULDERS.
SECTION B-B
SET TOP OF BOULDERS t PROPOSED RREArBE6_ISTING
ROUND
BOULDER
DEPTH BELOW
CROSS SECTION VIEF!
NOTE: MINIMUM BOULDER SIZE FOR IN-STREAM
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 @ WILEY • 2.2 CUBIC YARDS
UT @ CHIMNEY LANE - 0.9 CUBIC YARDS
ALL BOULDERS SHALL BE ANGULAR FLAT WITH
ONE AXIS 3 TIMES AS LONG AS TAE OTHERS
TO RESIST ROLLING. BOULDER SHALL BE CLEAN
AND FREE OF SEDIMENT
BOULDER VANE WITH GEOTEXTILE FABRIC
K13
-WHEN PLACING J-HOOK VANES
MOUND A WANDER SEND,PLACE
's THE UPSTREAMOST VANE ONE
VANE LENGTH DOWNSTREAM OF
fm WHERE THE FIRST VELOCITY
ypVECTORS HIT THE BANK
a
y BOULDERS IN THE VANE ARAM
SHOULD NOT BE GAPPED OR
HAVE SPACES.TIE INTO BANKFULL
STAGE
'-- FOOTER BOULDERS
VANE SPACING APPROXIMATELY
3 X VANE LENGTH
\.THE TOP OF THE NEXT J-HDDK
SHOULD BE PLACED 10 OFF THE
BASE OF THE ABOVE STRUCTURE
`GEOTEXTILE FABRIC
-BACKFILL WITH EXISTING
CHANNEL MATERIAL OR WITH
STONE MATERIAL AS DIRECTED
BY DESIGNER ON SITE
KEY BANK WITH TOFFNSILLT- 5' IN. IF YME IS
P CU
-KEYED IN TO CONSTRUCTED BANFULL
BENCH, KEY VANE IN ACROSS ENTIRE
WIDTH OF THE BANKFULL BENCH.
1/3 BAXKFULL WIDTH
PLAN VIEW
EXISTING GROUN
PJ:Y VANE INTO BANK
6' MINIMUM
FOOTER BOULDERS PUCE
IN EXCAVATED TRENCH
SECTION A-A
FLOW- STREAMSED
VANE BOULDER SCOU
AT PROPOSED
STREAMED ELEVATION
room BOULDER DEEPEST PART OF SCOUR POOL
TO BE IN LIKE WITH WHERE
VANE ARMS TIE INTO BANKFULL.
DO NOT EXCAVATE SCOUR POOL
TOO CLOSE TO FOOTER BOULDERS.
SECTION B-B
T TQP OF BOULDERS AT
OPOSED STRFASED ELEVATION
EXISTING
GROUND
FOOTER
BOULDER
DEPTH BELOW STREAMBED
CROSS SECTION VIEW
NOTE: MINIMUM BOULDER SIZE FOR IN-STREAM
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
UT @ CHIMNEY LANE = 0.9 CUBIC YARDS
ALL BOULDERS SHALL BE ANGULAR, FLAT WITH
ONE AXIS 3 TINES AS LONG AS THE OTHERS
TO RESIST ROLLING. BOULDER SHALL BE CLEAN
AND FREE OF SEDIMENT
BOULDER J-HOOK VANE
WITH GEOTEXTILE FABRIC
NTS
CROSS VANE
CROSSOVER POINT
AT RIFFLE
CROSS VANES TO BE PLACED UPSTREAM OF CROSSOVER POINT
BETWEEN GLIDE AND RIFFLE SUCH THAT THE STREAI6ED
GLIDES OUT' OF THE SCOUR POOL CREATED BY THE CROSS
VANE SUCH THAT IT WILL TIE IN CORRECTLY WITH THE HEAD
OF RIFFLE AT THE CROSSOVER POINT.
TYPICAL CROSS VANE LOCATION-PLAN VIEW
VANE BEYOND
TOTAL DEPTH OF _
VANE BOULDER AT STEP FROM PROFILE
PROPOSED STREAMSED EL? /
SEE STREAM PROFILE ILE
FLOW-+
BACKFILL-
WITH STONE
FILTER FABRIC 2' MIN.
STEP BOULDERS
VANE AFAR ON INSIDE
ZERO IS SHORTER MD
CROSS VANE CONSTRUCTION IN MEANDER-
PLAN VIEW
9T_TIlP OF BQULOERSA
PROPOSED STREANSED ELEYATI N
i
EXISTING
GROUND
FOOTER
ET FOOTER PCIIIPFP BOULDER
TIt
30.404 OF BANKFULL
DEPTH BELOW STREAMED
CROSS SECTION VIEW
FOOTER BOULDERS
DEEPEST PMT OF SCOUR POOL -
TO ALIGN WITH VANE ARMS. TIE
INTO BMKFULL. SEE PROFILE
FOR POOL LOCATIONS.
SECTION B-B
(FOR CROSS VANE AT STEP)
NOTE: MINIMUM BOULDER SIZE FOR IN•STREAN
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
UT @ CHIMNEY LANE - 0.9 CUBIC YARDS
ALL BOULDERS SHALL BE MGULAR, FLAT WITH
ONE MIS 3 TIMES AS LONG AS THE OTHERS
TO RESIST ROLLING. BOULDER SHALL BE CLEAN
AND FREE O
S
Vt¢UIIIIIII1p?Y
V
F
/,*
EDIMENT \A C ^ DO?
?Ftss/

BOULDER CROSS VANE WITH GEOTEXTILE FABRIC
MTS
SEAL
023510
D.
'YY11nniltnNtl?`
11
p BOULDER STEP/POOL
AAOPo NTS
S
Ckk,O 8?, / EROSION CONTROL
mATTrwe
8 MAX. SPACING WITH WIRE
STEEL OR
I'd
WOOD POST
IMPERVIOUS
SELECT MATERIAL:
TOP AND "TTOll STRANDS
10 U CE-M 1 ?Nq
EXTEND PLUG WIN. Of- -•-""'ATl1L7JAi{7Ek7N1EPi''?`
BEYOND INVERT OF
EXISTIINO CHANNEL
MIN.
LENGTH MIDDLE A" VERTI
LGEuOTEXTILE
FABRIC
SECTION A-A
IMPERVIOUS- x? T',.:?•. POST SPACING
SELECT MATERIAL
OTES
NOTES: N:
1. WIRE SMALL BE MINIMUM ,111111111111111/
GEOTEXTILE
1. STREAM CHANNEL PLUG SHALL BE INSTALLED IM ACCORDANCE WITH OF 32" NICE AND SMALL FABRIC ?\?? C A DO'J////
_ THE PROJECT SPECIFICATIONS. HAVE A MINIMUM OF 8
?????? liHfT
ED BACKFILL-\
2. PLUG SHOULD BE INSTALLED AT THE INTERFACE BETWEEN EXISTING STRANDS WITH 12" STAY TAMP i-EXISTING GROUND APPROXIMATE LIMITS OF CHANNEL AND PROPOSED CHANNEL. SPACING.
EXISTING CHANNEL 3. BOTTOM OF PLUG SHOULD BE A MINIMUM OF 1' BELOW THE INVERT OF 2. GEOTEXTILE FABRIC SMALL SLOPE
??? ? If.55lQ,y?<•.?
THE EXISTING CHANNEL. BE MIMI". OF 36" WIDE
4. PLUG SHOULD EXTEND A MINIMUM OF 1' BEYOND THE LIMITS OF THE AND SMALL BE FASTENED
1 EXISTING STREAM CHANNEL. ADEQUATELY TO THE WIRE
'y. EXTEND PLUG MIN. OF S. INSTALL EROSION CONTROL MATTING AND SEED IN ACCORDANCE WITH AS DIRECTED BY DESIGNER. SEA
- - Vo- P?
1' BEYOND LIMITS OF THE PROJECT SPECIFICATIONS IL3EDIATELY AFTER GRADING. 3. STEEL POSTS SHALL BE 5' O?JJ to -0 _p EXISTIIMG CHANNEL NIGH AND BE OF THE SELF- - _-
FASTENER ANGLE STEEL
TYPE. EXTENSION OF FABRIC AND
PLAN VIEW 4 WOOD POSTS SHALL BE WIRE INTO TRENCH
STREIU,? CHANNEL PLUG ? FNCINEE? ???.`
TEMPORARY SILT FENCE ?i?'q(Q D
????
xTS ` /////hrrr
NTS "innl"'' 1
MET
T
P D
D S
,R6PU
S
S P
EAgSED ELEVATION PLACE BOULDERS
UP TD BANKFULL
ELEVATION
PLACE BOULDERS
UP TO BANKFULL
ELEVATION BANKFULL ELEVATION
EXISTING
GROUND

-OVERLAY FABRIC WITH
STE FOOTER EXISTING CHANNEL
BOULDERS MATERIAL OR STONE
MATERIAL AS DIRECTED
p SET FOOTER BOULDERS BY DESIGNER ON SITE
grroTR SED LOTEXTILE
POOL FABRIC
SECTION A-A
PLAN VIEW
SEAL NOT VALD U1.ES5 SIGNED AND DATED
Details -Five Mile Branch
V,
Cl
PROPOSED OXBO
POND/WETLAND
IMPERVIOUS
CHANNEL PLUG
;OMPACTED
'ILL EXISTING
GROUND
4
?t5 Z1
4
?o
oQ?
VR
PLAN VIEW
COMPACTED
FILL
CONNECTING
CHANNEL
CUT FOR CONNECTING / GROUND
CHANNEL
ELEVATION
SLOPE < 14
CUT FO CEOTEXTILE__
PROPOSED PROPOSED
POND FA.RlC CHANNEL
BEGIN CUT FOR
CONNECTING CHANNEL
EXISTING, CHANNEL AT PROPOSED SANKFULL
REDIPROPOSED POND ELEVATION
BOTTOM
SECTION A-
5, - 10' `
Q?+P
EXISTIN •'`.??? VARIES
GROUND M1 1
CUFOR
NECTING GEOTEXTILE
CHANNEL FABRIC
NOTES:
1. FINAL NUMBER AND LOCATION OF OXBOW PONDS/
WETLANDS TO BE DETERMINED BY DESIGNER.
2. LOCATION OF CONNECTING CHANNEL TO BE
DETERMINED BY DESIGNER ON SITE IN ORDER
TO AVOID BANK EROSION.
3. AT THE DISCRETION OF THE CESI6NER THE
CORRECTING CHANNEL CAN BE COKSTRUETED AS
A BOULDER/STEP POOL SYSTT9 TO DRAIN TO
THE PROPOSED STREAM CHANNEL.
4. AT THE DIRECTION OF THE DESIGNER THE
CONNECTING CHANNEL BAY BE ELrEliUTED.
I J
SECTION D-S
OXBOW POND/VVETLAND
MrS
NOTE: MINIMUM BOULDER SIZE FOR IN-STREAM
STRUCTURES TO BE AS FOLLOWS:
BEAVER CREEK - 2.2 CUBIC YARDS
FIFTH CREEK - 2.2 CUBIC YARDS
UT 0 SMAMM ROAD = 2.2 CUBIC YARDS
UT P SMILEY - 2.2 CUBIC YARDS
UT P CHIMNEY LANE - 0.8 CUBIC YARDS
ALL BOULDERS SHALL BE ANGULAR„ FLAT WITH-
ONE AXIS 3 TILES AS LONG AS THE OTHERS
TO RESIST ROLLING. BOULDER SMALL BE CLEAN
AND FREE OF SEDIMENT
CHANNEL BED
6TR.EACBED
NOTES:
1. STEPS TO BE SHORT, FREQUENT, AND
CLOSELY SPACED.
2. STEPS TO BE INSTALLED BY WORKING
FROM DOWNSTREAM TO UPSTREAM.
3. POOL SPACING SHALL BE INVERSELY
PROPORTIONAL TO STREAM SLOPE,
AND DIRECTLY PROPORTIONAL TO
RAKKFULL WIDTH.
4. POOL DEPTHS AT SANKFULL ELEVATION
STEP BOULDE
AT PROPOSED
STREABSED
ELEVATION
FABRIC
SHALL BE TYPICALLY 3 TO 4 TIMES OVERLAY FABRIC WITH--y
DEEPER THAN STEP DEPTHS AT MEXISTING CHANNEL
BANKFULL ELEVATION.
ATERIAL OR STONE
S. ADEQUATE NUMBER OF FOOTER BOULDERS MATERIAL AS DIRECTED
TO BE USED IN ORDER TO HOLD UP THE BY DESIGNER ON SITE
BOULDERS AT HEAD OF STEPS DURING
HIGH ENERGY/HIGH FL ON EVENTS. SECTION B-B
Details -Five Mile branch
STREAM CHANNEL
SHALL BE ORIENTED 20'- 40'
TOWARDS THE STREAM FLOW
'.OPOSED CHANNEL TO REDUCE
0 NATIVE VEGETATION AND
ILITY.
P
ACTUAL NUMBER AND PLACEMENT OF
ROOTWADS AT EACH LOCATION TO BE
DETERMINED BY THE DESIGNER ON
SITE.
IF ROOTWADS CANNOT BE DRIVEN, EXCAVATE TRENCH AT
LEAST 1' FOOT BELOW THE ELEVATION OF THE OLD STREAM
BED FOR P.OOTWAOS. BACKFILL OYER AROUND AND BELOW
BOTTOM FOOTER LOGS ROOT WAD LO&S, AND "6CHOR LOGS.
PACK BOULDERS AND LOGS IN BETWEEN ALL WADS TO FIRMLY
SECURE ALL CONNECTIONS AND GAPS. ROOTWADS SHOULD
OVERLAP. PLACE NATIVE BOULDERS BETWEEN ROOTWADS.
FOOTER LOG
(12" DIA. MINIMUM
ANCHOR BOULDER-
(NATIVE BOULDER)
EROSION
CONTROL
MATTING
`c o AOcs
(12" DIA. MINIMUM)
ROOTWAD LOGS
(12" DIA. MINIMUM)
OF ROOTWADS SHALL BE
PENED WITH A CHAINSAW
ACILITATE DRIVING
EXCAVATE STREAM BANK AT 2:1 SLOPE, OR,
AS SPECIFIED ON THE PLANS ABOVE BANKFULL
ELEVATION. SEED AND INSTALL MATTING AS
SPECIFIED IMMEDIATELY AFTER GRADING.
OPTIONAL BANKFULL BENCH. SEE STREAM
RESTORATION PLAN TO CONFIRM LOCATION.
OR BOULDERS TO REST ON
OF ROOIWAD AND BEHIND
ON TOP OF CUT-OFF LOG
BOTTOM OF FOOTER LOG TO BE
INSTALLED AT SAYE ELEVATION
AS STREAM INVERT
ONLY CLEAN, SEDIMENT FREE
BOULDERS SHALL BE USED FOR
CONSTRUCTION
LAN VIESY
CUT-OFF
INVERT
ELEVATION
FOOTER LOG---J
SECTION A-A
R00TWAD INSTALLATION
NTS
ANCHOR BOULDERS TO BE PLACED ON
THE DOWNSTREAM END OF EACH FOOTER
LOG SO THAT IT IS LEANING AGAINST
THE LOG ON THE SIDE ARAY FROM THE
CHANNEL
I _ 10' MAX. SPACING
I "l STEEL OR
T']/ WOOD POST
I If
i [-4-
4
_
U LEXISTINO GROUND
FABRIC AS MANUFACTURED BY
TENEX, OR APPROVED EQUIVALENT
NOTE:
INSTALL FENCING AS SHOWN ON PLANS
AND MAINTAIN UNTIL COMPLETION OF
CONSTRUCTION OR AS DIRECTED BY
DESIGNER
TREE PROTECTION/CONSTRUCTION LIMITS FENCING
NTS
[QIRM
W MMIO
I
N T. Yr T
iL- d
W.
REACH W, W, d
BEAVER CREEK 24' 4'
FIFTH CREEK d/S
OF BEAVER 36' 8' N
UT 0 SWANN 8' 0 TEMPORARY DIVERSION CHANNEL
NTS
PUMP INTAKE IMMEDIATELY
UPSTREAM OF DIKE I
I
MINIMUM 8' THICK 2' TO 3'
(CASHED STONE OVER IPPERVIOUS I I
SHEETING AND CL. 8 RIP RAP
2' MIN.
B I o
I
I
TOP OF BANK
i
I
I
I
I
I
I
I
I
PLAN i VIEW
NOTES:
1. DIKE IS NOT DESIGNED TO HOLD
STORM FLOW. MAY REQUIRE SORE
MAINTENANCE FOLLOWING ANY
SIGNIFICANT STORM EVENT.
2. BASE FLOW TO BE PUMPED EACH
DAY FROM UPSTREAM SIDE OF DIKE
AND DISCHARGED DOWNSTREAM OF
PORK AREA FCR THAT DAY.
3. IF WORK AREA DOIKSTREAM OF
DIKE CANNOT BE ADEQUATELY
DEWATERED THROUGH THE USE OF
A SINGLE PUMP" ADDITIONAL
PUMPING WITHIN THE WORK AREA
MAY BE REQUIRED. ALL FLOW
PUMPED FROM WITHIN THE WORK
AREA TO BE DISCHARGED INTO A
DEWATERINO SAO OR DEWATERINO
BASIN PRIOR TO BEING DISCHARGED
INTO THE STREAM DOWNSTREAM OF
THE WORK AREA.
4. MAXIMUM HEIGHT OF DIKE ABOVE
BASE FLOW TO BE MINIMIZED. DIKE
HEIGHT TO BE ONLY AS REQUIRED
TO PROVIDE ENOUGH BACKWATER
FOR ADEQUATE SUCTION AT PUMP
INTAKE.
S. PROVIDE A MINIMUM OF 1200 FT.
OF DISCHARGE PIPE OR HOSE.
WIN. HEIGHT REWIRED
ABOVE BASE FLOW
PUMP INTAKE ImEDIATELY BEE MOTE 4 IMPERVIOUS RUBBERIZED
UPSTREAM OF DIKE OR PLASTIC SHEETING
2' NLN.
SEFLOW_ Z_'_ WISHED B" THICK 2' TO 3'
?MASNED STONE
CL. B RIP RAP--J
? }?
GEOTEXTILE FABRIC L/I?. SHEETING INTO
STREANSED AND BACKFILL
SECTION A-A
V INSTALL 1' HIGH BY 8' LONG
OVERFLOW WEIR TO PREVENT
BANK EROSION AND TO DIRECT
OVERFLOW TO REMAIN IN MIDDLE
OF STREAM
EXISTING GROUND
0 0 0 0 0 o RIO. HEIGHT REWIRED
o ABOVE RASE FLOW-SEE
0 0 0 0 0 o NOTE 4
GEOTEXTILE FARRI
SECTION 0.0
IMPERVIOUS DIKE FOR STREAM DIVERSION
NTS
...Q?aFESSrpti?l •.9
SEAT.
023510
%? FNCINEE? ?`
AAAAII 111111111100
SEAL NOT VALID UNLESS SOO AND DATED

Details -Five Mile Branch
EXISTING GROUND
7177 ,
BANKFULL BENCH
1
I
11
EROSION CONTROL
MATTING
TYPICAL RIFFLE
EXISTING GROUND-1
rr ?;P BANKFULL BENCH
P8nPn'-ZF" RANKFRLI FIEVATIP'Ll 17
EROSION CONTROL
RATTING
TYPICAL POOL
NOTES:
1. EROSION CONTROL RATTING TO BE PLACED ON CONSTRUCTED BANKFULL
BENCHES AND SLOPES.
2. BATTING TO BE PROPERLY INSTALLED, KEYED IN, AND SECURED PER
MANUFACTURERS RECOMMENDATIONS.
3. TEMPORARY AND PERMANENT SEED MIXTURES LINE, AND FERTILIZER TO
BE SPREAD PER THE PROJECT SPECIFICATI6NS ON CONSTRUCTED BANKFULL
BENCHES AND SLOPES IBAE'DLITELY PRIOR TO THE PLACEMENT OF EROSION
CONTROL WAITING.
TYPICAL EROSION CONTROL MATTING PLACEMENT
RTS
,y,yJJ1 L SO' MINIMA
A 2' TO 3" TO STAGING AREA AND_
MASMm STONE o
OC
1 Lf" 1
2S' MINIMUM
PLAN VIEW
2" TO 3"
ADJOINING MASHED STONE
1
ROADWAY7
6" EINIMUM
GEOTEXTILE FABRIC
PROFILE VIEW
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO DIVERT
ALL EQUIPMENT TRAFFIC IN ORDER TO ENSURE CONSTRUCTION
ENTRANCE IS USEO.
2. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS
IS TO BE PROVIDED.
3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIEUM
UTILMTT110 BY ALL CONSTRUCTION VEHICLES.
4. ENTRANCE(S) MUST BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
ADJOINING ROADWAY. PERIODIC TOP DRESSING WITH STONE
WILL BE NECESSARY. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROADWAY RUST BE CLEANED UP IMMEDIATELY. IF
MUD CONTINUES TO BE TRACKED ONTO THE ADJOINING
ROADWAY, THE GOVERNING AUTHORITY WILL CLEAN THE
AREA AND INVOICE THE FINANCIALLY RESPONSIBLE PERSON
AS INDICATED ON THE FINANCIAL RESPONSIBILITY FORM.
S. PLACE CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS
AND EGRESS UNTIL THE SITE IS STABILIZED. FREQUENT
CHECKS OF THE DEVICE AND TIMELY EAINTEKANCE MUST BE
PROYIDED.
GRAVEL CONSTRUCTION ENTRANCE
NTS
B" OF CRUSHER RUN/ABC
EXISTING - GEOTEXTILE FABRIC
GROUND
SEE NOTE 12' TYPICAL (VARIES), SEE PLAN
CROSS-SECTION VIEW
NOTE:
1. UNDERCUT AND REPAIR/COMPACT
ANY AREAS WHERE EXISTING GRADE
IS SOFT ENOUGH TO PIMP UNDER
EXPECTED DUIXP TRUCK LOADING.
2. USE ONLY IN LOCATION AS
DIRECTED BY ENGINEER.
CONSTRUCTION ACCESS ROAD
NTS
PLAN VIEW
SECTION B-B

rN n Nrr7mf
VrA NNNNnAfW/J[r
r.rr

OTE: MINIMUM BOULDER SIZE FOR
I-STREAM STRUCTURES TO BE AS
FOLLOWS:
?
V BEAVER CREEK = 2.2 CUBIC YARDS
N,1Oy
--
F-C FIFTH CREEK - 2.2 CUBIC YARDS

i.
® Rrw 2 n,N nr ROL UT B SWARM ROAD " 2.2 CUBIC YARDS
N
Nrt nn " rra n r a to r,N rs
'
N° m r - r N+=.n
n"nan m° UT M SMILEY = 2.2 CUBIC YARDS
e. a .ei
..i...n PION rr
"'usr n ne?r..ew.r. ` UT B CHIMNEY LANE = 0.9 CUBIC YARDS
SECTIONS C-C ALL BOULDERS SHALL BE ANGULAR, FLAT
A. c?.n r.orL a ann rrrau r u n KITH ONE AXIS 3 TILES AS LONG AS THE

N. rrr rm rru r N n F no u.v+rA rm. W-ROCK CROSS VANE DETAIL OTHERS TO RESIST ROLLING. BOULDER

.1'. ¢4A SHALL BE CLEAR AND FREE OF SEDIMENT
NOIE$I
1. RIP RU TO BE SECURELY COMPACTED TO AVOID DISPLACEMENT.
2. GEOIEXTILE FABRIC TO BE OVERLAPPED WITH THE PRECEEDING
DOWNSTREAM PIECE BY A WINIWLM OF TB' TO PREVENT WNINQ.
FABRIC TO BE TOED IR AT ALL EDGES TO AVOID WASRINQ.
3. GEOTEM E FABRIC TO BE ANCHORED WITH PIKS AT 3' ON
CENTER PNIDA TO PLACEMENT OF RIP RAP.
4. ALL DISTURBED AREAS ASSOCIATED WITH THE CONSTRUCTION
OF THE STREAM CROSSING TO BE SEEDED PER THE PROJECT
SPECIFICATIONS
S, STREAM CROSSING TO MP INSTALLED PERPENDICULAR TO
DIRECTION OF STREAM FLOW.
6. SUIGRADE OF PROPOSED STREAM CROSSING TO BE CLEARED OF
ALL TREES eRUSI YFQETATIa STUN" X0073 Sao AND
OTHER DETNI3 PRINII TO PLAC?)IT OF GLOTEXTI(E FA{RIC
AND RIP RAP.
7. FENCE POST SHALL NOT BE PLACED MlTHIN UNMLL CHANNEL.
0. AT DIRECTION OF THE DESIGNER PERMANENT AT GRADE STREAM
CROSSING TO BE INSTALLED JUST UPSTREM OF A SOUIMA
CROSS YARE IN ORDER TO ENSURE PEIMANEXT GRADE CONTROL
FOR THE CROSSING.
PER"ANENT AT GRADE STREAM CROSSING
KTS
ItI111111 CARq?
??Q?oFES51p??('?'9
SEAL
023510
'% FNCINEE? •'•C?.??`
.......
//,,', r Y L ? (I DI 1111111\
SEAL NOT VALID UNLESS SUED AM DATED
rrr N¢N .T^ ri rrw NrA Mrs
?Nrru rr A¢rur r,?Nrm
„AN '^ r n rare rR
Nrrlu, rn
ro NrN¢, m n rGa
r mm v rq Tn."
a ¢aurw
F¢uGNr ua rtu?r rim r "n
? G=t mn rr¢, rn.
SECTION A-A
FrW¢
m rr NN ,r
¢n rGGrwA rwu w..nr
rue NGrr
Noon
n veG "^'N
NtlP1LL
rn.
rn nr'N mm rrRa ?O
Y m. rm a ? q ¢qu
x.Gr rr
uNUr7w, r.m
EXISTING TOP OF BANK
EXISTING GROUND
B
CLASS 'A' 1
NIN RAP
I
A ENISTINS 1 V Tr
GROUND 1 ?IFIIIIP
B ? ?R? 76P
CL. B RIP RAP
----- AT THE DIRECTION OF THE
EXTEND CRAYEL AMU FABRIC DESIGNER BERN ON STALE
NORIZORTALLY (FLAT) 2' WIN. DIVERSION TO BE CONSTRU
BEYOND CONSTRUCTED STREAN TD DIVERT SURFACE LITER
CROSSING SLOPE BEFORE TYING PLAN VIEW AROUND THE CROSSING.
TO EXISTING GRADE. (TYPICAL, BOTH SIDES)
(TYPICAL, NOT" SIDES)
EXISTING WIN. 10" CUSS "A"
MIN.
GROUND -RIP RAP ASOYE
1 BANKFULL STAGE
CROSSING
LWEIOH BAIICLASS '3* RI
NIN. 12' CLASS '3* RIP RAP
BELOW PROPOSED STREAMBED
ELFYATION. UNDERCUT CIIST.
GRADE IF NECESSARY
SECTION A-A
WIN. 10"
CLASS 'A'
NIP RAP DD3STING GROUND
QR "ON
STREAM CROSSING
16 WIN. GEOM(TILE FABRIC
WIDTH
SECTION B-B
FIYE MILE BRANCH CDNSTPUCTIDN SEC e-HCF 6. Repeat the above steps for the following segments on -PRFTH-: T, FIN existing drolnooe ditch as project progresses upstream, Stockpile enough

L Area of Disturbance x I7,1 acres.
• Ste. 32.00 -PRFTH- to Sta 29.10 -PRFTH- (No channel pup) material next to Beaver Creek to fill channel completely. Instal sit fence around
stockpile material,
- --

2. Designer will perform construction staking along entire project limit, • Sto. 29.10 -PRFTH- to Sta. 26.00 -PRFTH-
• Sta. 26.00 -PRFTH- to Sta20•50 -PFFTH-
PRFT
• St
20.50
&Construct temporary chomel connecting Beaver Creek to -PRSVR• at Sta53+50 i

3. Construct temporary gravel construction entrances, temporory construction -
a.
H- to Sta 5.55 -PRFTH-
• Ste. 06.55 -PRFTH• to Sta 13.30 -PRFTH-silo conel plug) -PRBYR- and Impervious dlke as described In project manual and shorn an plans. '
_-"
access roads and stoginyetoroge areas as shorn on pans, • Sta 17.30 -PRFTH- to St0.q.00 -PRFTH- BEGIN 9. Bockfn Beaver Creek between Sta. 53.50 -PRBVR- and Sta 69.35 -PRBYR- and
m
t
h
?

I, Instil sot fence around the limits of at I /at
oq nq ockpM areas.

L BEAVER CREEK
porary c
e
annel and remove Impervious (. .

S.InStal tree protection fence as directed by Designer. Flog at vegetation to be
L Begin construction at Station 81.67 -PRBVR- EHO, Proceed In upstream
q.Compete the above steps for the following segments on -PRBYR•e -

'
tranepianted. All vegetation within existing drainage ditches ¦n be tronsplantea direction, • Sta 52+T0 -PRBYR- to Sta. 37.80 -PRSVR- (Temporary channel at Sta. •---------^---??--?-
`J
Q. Divert floe Into •FtiBYR• and Instal stream plug at Sta. t9+60 -PRSVR-.
3 io existing drdno4e dton as project progresses wsirsam Stockpile enough 1 Construct temporary Camel connecting Beaver Creek to -PPBVR- at St0.69•75
material next to Fifth Creek and -PRSYR• to fill both Channels Completely, Instal -PRBVR• and Impervious duke 03 described In project manual and shorn an plans, 13.Repeat the above steps for the following segments of -PRBVR•n ^
ant fence wound stockpile material.
'
S.BockfllBeover Creek between Sta69.35 -PRBYR- and UT at Chimney Lane as • Sta19•60 -PRBVR- to Sta11+80 -PRSVR• (stream pug at Sta15.05 -
4. Divert stream flow Into -PRFTH• as Instal cthornel pap at Sta. 32.00 -PRFTH-, described In project maud leaving Beaver Creek downstream of Chimhey Lone •PRSVR•1,
open. UT at Chimney Lane to be constructed after the complation of VR-. • Sta141•80 -PRSVR- to Staq•DO -PRSVR- BEGIN (stream plug at Sto.
-
S.BaCkfa Fifth Creek between Sta37+50 -PRFTH- to Sta32+00 -PRFtx- as 10.70 -MYR,1. '-
described In project maned, Beaver Creek to be fined bier. Instal erosion &Construct -PRBVR• between Sta67+70 -PRBVR- to Sta52.70 -PRBYR- Installing -
Canted meoaures wand stockpile to fit Beaver Creek, BoaAdx structures. root rods. at-grade stream crossings. vegetation* mots. _ t
temporary seed. permanent seed. fertilizer and erosion control.
_ __
?-40: Co
__
APPROXIM-ATE LOCATION OF 140,EBL-
/ '-
/, -
' .IN$TALL_EROSION_CONTROLMAITJNGTSTRAW " T PERMANENT=I)rPOS RAGE AS=SHOWN - - - M o -p `Y9
- - ? _ _- --AND-TEMPORARY=AND 'ERMA--ENi,-SEEDING x011 S COORD?7E;-ENASiNC TH DESIGNER S?AK37?8 R6 A / (n
- iNSTAC XENCE ARO ND P I 8+0

L FIFTH CREEK UPSTPEAM OF SVANN ROAD
2.Canstnxt -PRBYR• between Sta81.61 •PRBYR- END to Sta67.10 -PRBYR- 39-20 •1 Construct oxbow pond of Tributary as Noun an puns.
• Sta. 37.80 -PRBYR- to Sta18•00 •PRSVR- ITemporory channel at $ta
-

LBegin construction at Station 37.50 •PRFTH• and proceed upstream. Instamng balder structures root wods,at-grade stream crossings vegetation
mats, temporary seed. permanent seed. fertilizer and erosion control matting. 29.20 -PRBVR•1

t
t -PRB
LC
R
-APPROXIMATE LOCATI
ON
-,
2.Construct •PRFTH• between Sto.37+50 •PRFTH• to Sta32+00 -FRFTH- Instating 3,F11exleting drainage ditch as project progresses upstreom. Stockpile enough ons
ruc
V
• between Sta28.00 •PRBVR- to Staro.60 -PRBYR- insrryl4hq
boulder structures,root wods.ar-grade stream crossingavegetotlons mots -
-
-I1__ 40?-WIIL
-:------_
bonder structures root rods, of-grade stream rrossings, vegetottons mots,
empOrorY permahah ass art zee and erosion (antral. material next to Beaver Creek to fill Cannel complatel , Instal sat fence around
etpckpne material, ,
temporary aced, permanent seed. fertilizer and erosion canard marring, _
--
- ,ACOi?i;-STREAM-BANKS-AND ALL biST1iRBE -- ?? -- r
v / , SIGNE
, O..AREA?SN
C ?ISTURBEA1 L$9Y !) - - - - vi
- r
D OYEITNIGHT iP1CAL= r _ o
- // saAp7a5LL AREA ? , -? i /
-=--- _
RE PROTECTION-F& W
m
r
LIMIT Of'DI$TURBANCE 1
ti
--'N N
o-
-At
?
n - /-
V WO -PRBVR' '? '?• C-0NSTRUCi?T P ARIdHF??
+ ib =a? 1< ? : , ?? i???LONt CT1NG= R R; T0=BEAVER ER
BEGIA`'y WO 'r ! A 10+60 ? X11! AND IN 1A ? TVPIIE R?iOUS IKE ?l
-r-REEK . T ?EA " i f
??lx -? i / /? _`??;? A ?; TfiIJG1 ?PORARN,iCH N L, FrA
STA10#0000 ??-
'?' , , r _, ??? rru+c eA?YR- Tn; B y; ;3 +zo- - r -?
-PRBVR- r - e0 Li & ^PRSV \. tNS
3 AL?? IMPERYIOIi$r E EAY r / /, D? ??
WORK LIMITS T PRBVRr - tn' ?v N 107- ?i' 9';50?z f BV
STA 14+80 -PRBVRyTb, , - A?
LLfi r OF DtS? Atk?
5F %14+86 P 9VR ?,?v V? P, V ±201 P? ?ti ?' ?;??
\ i STA 10+00 -PRBVR/--8
\ , r
% /." )IL FIFTH =K i
1 A.. A N. UT AT S11,10M ROAD 2. Begin at tne CMf with •PR9YR• ono proceed upatrean to canfAAence ¦Ith Temporary• Seed Texture - wY
Beaver Creek,Inet tx)uwer structhres.root coos, at-a ads atreanh Aup i
LBpIn construction of station 99.78 •PF2FTH- and process upstream. a,0 st 4 I
LConstruct UT 6 Swam Rood concurrently or after Fifth Creek upstream croaaingb,vegetotlone mat h, temporary seed, permaent seed. }ertmier and Cared Bye 0 Eu
QD /owe ? - -' i of Swan Rood Is completed. erosion contra, matt Orchard Grose a 20 lbs/ocre
1. Construct -PRFTII• between Sra.99.78 -PRFTH- to Sta92+00 -PRFTH- Ilsto" AA
balder structures•root rods,at•grods stream crossings vegetotiors mots, 2.Begin construction of Sta9•90 PRTRB and proceed downstream Installing 3. Divert flows Into PRUTCHLL Instal charnel Mn In old Beaver Creek and file ? Igra?se -t 35 - 15 lbs/ocre
temporary seed. permanent seed. fertilizer are erosion contra matting. balder structures. root woos, of-grode stream crossings, vegetation* old Beaver Creek Camel, Brownrop Mltet 0 30-10 Cs/acre
^:,.....
mats, temporary seed. permanent see4 fertilizer and erosion canrrd,
3, Fig existing dreinooe ditch as project progresses upstream, Stockpile enough VL LIT AT SJJ FY PROPFR7Y Permanent Seed 4ixture
material next to Flfin Creek 10 II channel completely. 3. FIN existing dreinoge ditch as project progresses upstream. Stockpile (at 0 mInlmmm the following will be -[•SSIp,(, • ,•,?j ?i
1 Construct enough material next to UT to fill channel completely. LUTSY to be constructed drip the construction of Fifth Creek downstream of used on site$
temporary chapel correcting Fifth Creek to -PRFTH• at Std. 93.10 Swan Rood (-PRFTH• 92.00 to •PRFTH• 85.901 Q?%?.., l ••
-PRFTH• and Impervious dke as desCrlbed In project manual and shown on puns, 1. Make connection to -PRFTH•. Sta. 19.05 PRTRB END. Sta. 35.22 •PttFTH-,
ND!5pp5 1R SITES JLHL
S.Back}hFifth Creek set¦een Sra 99.18 •PRFiH- END and Sta92+00 -PFa'TH- S. Construct temporary channel at StaR•q PRTRB as Impervious alike -''? _-
and tmrporory channel and remove Impervious Oka. and avert flow Into PRIRB, Flt UT downstream of this point, L Instal sAt fence around the perimeter of d alsposd sites. Upon completion of 10
_
use of the deposal site, seed the site with temporary and permanent mixtures _
6.Repeot the above steps for the following segments on •PRFTH•t &Continue construction upstream of Stal•90 PRTRB to Sto.10•00 PRTRB and mulch the site. Remove sat fence after the establishment of vegetotion,
BEGIN inetailing boulder structures, root wods,at•grodie stream crossings _
• Sta 92.00 -PPITH- to Sto. 85.90 -PRFTH- ITemparory Charnel at Sta. and vpetatlons mots, YR. MAINTENANCE RAN
87.4 •PRFTH•LConetruct UT at Way when Mind Fifth Creek - ? C•,I/? l [[ ?
• Sta85.90 -PRFTx- to Sta79•20 •PRFTH- (Temporary dhorrhet of Sta 1. Divert flow into PRTRB, fill UT and temporary cnarel and remove LCheek slit fence, erosion contra matting, diversion structures, etc, after each =-!.?-_ Af lrulli4` ••'?\?\
a0+35-PRFTH-L Impervl0U3 once. rainfall ior weekly minimxn. Repair damage and remove accumulated sedment
3 • Sto.79.ZO -PRFTH- to Sta68.30 -PRFTH• (Temporary channel at Std. IhI {7
j 69-45 -PRFTH-L V. UT A7 QA?EY LADE Immediately. _ _ _t//!I? ?(/: - \I\\\\
• Sta68.30 -PRFTH• to Sta.56•BS -PRFTH- (Temporary channel of Sta
`- NIf1I11?11
i 58.30 -PRFTM-L LCaetruct UT after Beaver Creek Is competed.
---_-"??; ?,-
3 • Sta 56.85 •PRFTH• to Sta38•40 •PRFTH• oa temporary Chanel. IM AND DATED
NOTE.PROPERTY BOUNDARIES OBTAINED
COURTESY OF IREDELL COUNTY PRELIMINARY PLANS NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
GIS/MAPPING DEPARTMENT WEBSiTE.
DO NOT USE FOR CONSTRUCTION ECOSYSTEM ENHANCEMENT PROGRAM
ARCAD9S
3 1 G& M of North COrolino, Inc. 5
WWW.ARCADIS-US.COM
50, OI 100' 801 Corporate Center Drive, Suite 300 J FIVE-MILE BRANCH
7 Raleigh, NC 27607 5073 2 REB 11+105 FINAL RESTORATIM PLAN IREOELL COUNTY, NORTH CAROLINA
- /DS
SCALE Tel: [phone] Fax: [phone]A8 ' ' +/Z DRAFT RESTORATION PLAN
DES" ENGINEER BY DATE DESOWTION OF REVISION EROSION CONTROL PLANS SHEET NO. ECI
i
D
11
77
_ APPROXIMATE LO
CATION OF 1 40 rW?? - \
,• _ ?,' /
- - ------- - ----
IX-
-?- NJ ALLEROSION CONTROL MATTING 3T{AW '?\?.- - t _ ??
D TEMP
- - \?
ORARY AND PERMANENT— SEfbNG/\ - --..,_ - - - - --
"-? i ALONG/STREAM, BANKS AND/ALL DISTURBED 't,
AREAS DAILY. NO AREA SHALL BE-LfELs>----fN?L EROSION CONTROL MATTING STRA
-DISTURBED OVERNIGHT-TYPICAL _ = = AND-TEMPORARY AND PERMANENT SEEDING =_ LA 13+3U fRF -0
- _ LOCATION -OF_ 40' EBL__ -_ \
-" - APPROXIMATE ALONG STREAM 13ANKS_AND- ALL DISTURBED STA10+00:-PRF1N- (BEGIN) ^
BADE
_ AREA-S-GAIL-V. AREA-5HAtt-BE tEF PR?ANEt?--ON
m - MANM_DJSP-OSAL-SITE-GRADE-----A - ?.7t?5HOW ON SPCAN$ L SITE
?COORDINATE?
SHOWN, ON PLANS - COOROENAT OISTUR EA QVERNI TGH,, TYp1CA i PHASING Wl7H D651G?ER =INSTALL SIL7 \
a
_ ==PyAStNC WITH DESIGNER INSTALL-SILT ?fENOE AROUND PERIMETER"ACTUAL
s
p ?J1MIT OFDISfURBANCE FENCE.-AROUND
PERIMETER, ACTUAL__? l ! • " f' LOCAIV",DzDE.DETERMINED
o N
+ - ?^-' fE B 17k fiEtD 9? Yz, SIGNED ff -
_CDISTURB?1PEf
w
sot
LLJ
ROTE I N
0 F E?C?E?,.
I? ppIITT EESS
Tb-IYP.1`
LLESIT
Z =t- - ` 1 \ -?/ - NOR ` IMITS 6 -PRFTH r
J \ STA 1 S5 -PRFTH- TO 11 J , ;z?
STA13.' \-PRFTH-
?`?sIItITS I-PRBVR?.
1 N \ r \ ', i 1
4 844- -PRBVR TO /
Td"?67+70'-PRBYI?
WORK LIMITS 9 PR LH- ( .
-
!i tIN1I OEDiSTURBA CE; > / / J i
STA 26+00--- -J
STA,2fT50'PRFT T
" O STS-_-TEMPORARY?C NNEk?\ _ ?.• ` \/ 1 I \ ^?i \\ r ?''
C0 NEC,FtNG PABYAiQ B€AYERK _? •-? \ , `?? i $ I i \ / ,? ?1, i
ANET TaSi C WPf f pt1S f}'.K r! 1 v r v _ ?'
EEKK'tgs)VERT'ST `FLD?TO \ ., T. ?• \ - r, /., \ -`? :.?
?RBVR?.. FRUV 1P t1N9 B C\\ _ \ \\). 5 - < ?, ??r - a
n? WO i >
PRF
WOK CIWS" 'PRL 5 ?+ STA 20+ PTH- 01
ST 152 7O Ri?VR (T STA 16+55 TH- a \\ o
?STA 3780 R V(T / / 1?UCT-rItMPbRA Y_CHA fxfE
PRBVR„?TO BEAV?
At STALL ER OQ TJIKE ttt BE71V \. V < , r V ;A ?V 'i V 1 ?a-
<? ? I, Ills I TO?DtV RF?S RfAM?FECW
s Av ?' ??` OF DISTUnBANCE \ -LIMITS 3 -PRFTH w
V?????1 1iN Eft`"'--- ,L?; ti.. ) III ,?-_1?? ?? E i t I I', ?? ?? i. •\ ;? ?.. .? ?,? STA'29+40 'PRFTH- T6?
.. A,26+00 -PRFTH- m
14
TEMP ;GRA EL r-
SEA COY ggDON, NTRA CE. 1 _ iw
D235ID -(SEE%DfiAt[T z
-2 ), WI
TE=A NCr R(
,
??, `• NCINE`?--'?v. ,? ? -- ,!!;r'///?_ v\ ?`?.,:, ??, 1) ? ` ?; fxls iNr-?
IN XISTIN : FIE 0;1N5TACL> i. v
D
//?Ir tt5ti1 \ \ `' / ?/ , \ 11 1 I I S T FENCE AROUND ER(ME •` NAT L IY" '
8 111111111 _ \? i' . ; / // , l b TEMPORARY AND P A EOI OING'
J 1 / TUAGLOCATION?=T E?LDETEF
• / ALONG`STREA- ,A K ` ' Lc I URGED .,
FJELM-IC ESICftER:, ONSTRUCT
SEAL NOT VALID IALESS SHTIEO AtD DATED, /, / 1;
i l c t;:: , ! k00DPLAIFFPOOL AFTER S 4GING\ REAS i1 -Y? NOS
\.
Ea IMOV __-\ . TUFfBECIP-0 QVfflN T>LYPICAI
?.... ( r
NOTE: PROPERTY BOUNDARIES OBTAINED y.
COURTESY OF IREDELL COUNTY AR LA''aDIS PRELIMINARY PLANS NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
GIS/MAPPING DEPARTMENT WEBSITE• DO NOT USE FOR CONSTRUCTION ECOSYSTEM ENHANCEMENT PROGRAM
3
G & M of North Carolina, Inc. 5
WWW.ARCADIS-US.COM '
50' 0 100' 801 Corporate Center Drive, Suite 300 3 FIVE-MILE BRANCH
/+
Raleigh, NC 21607 5073 2 REB/OS FINAL RES10R4TpN PLAN IREDELL COUNTY, NORTH CAROLINA
SCALE I REB 4n/05 DRAFT RESTORATION PLAN
Tel: [phone] Fax: [phone] DESIGN ENCKER By DATE DESCRPTION OF REMM EROSION CONTROL PLANS SHEET N0. EC2
z- /
/r
<` r / 4 ?/? I?0 l(175 STAGINC??STORAGE AR?A
??,;EXISTN PIELPD.I?M,STALL-SILT
?' ti
ENCE 'ARI
LOCATION ',TO',. BE'-, ERIEIER. ACTUAL
n r I
DE?ERMI_NED IN FIELD
t I i _
BY "QESIGNER, REMOVED\DURINCTHE
CON$TRUCTIOfj OP,=PRTRIB'-AND'BEME'/ /
ti. . % THE CONSTRUCJION\OF. FLOODPLAIN PODC.-
----
WORK LIMITS-PRTRIB s ; .? -- -
Ni
PAD E,' : i
PERM ISPpSAL/SITE (G OF
ST-fl+90 -PRTRIB TO AS SHOWN AN PLANS OORO1NATp=
CATION 140-WBl
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' G & M of North Corolina,, Inc. 5
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50' 0 0 FIVE-MILE BRANCH
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801Corporate Center Drive,Suite 300
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NOTE. PROPERTY BOUNDARIES OBTAINED
COURTESY OF IREDELL COUNTY PRELIMINARY PLANS NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
GIS/MAPPING DEPARTMENT WEBSITE. IS
DO NOT USE FOR CONSTRUCTION ECOSYSTEM ENHANCEMENT PROGRAM
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NOTE.-PROPERTY BOUNDARIES OBTAINED
COURTESY OF lREDEU COUNTY
GISIMAPPING DEPARTMENT wEBSITE.

A R CAD 1:53
PRELIMINARY PLANS
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
00 NOT USE FOR CONSTRUCTION ECOSYSTEM ENHANCEMENT PROGRAM
'
G & M of North Carolina, Inc. S

20 O
40' WWW.ARCADIS-US.COM
3 FIVE-MILE BRANCH
I? 801 Corporate Center Drive, Suite 300
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NOTE-PROPERTY BOUNDARIES OBTAINED NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
G!S/MAPPING COURTESY OF PART l COUNTY I D I III I N PRELIMINARY PLANS ECOSYSTEM ENHANCEMENT PROGRAM
DEPARTMENT WEBSITE.
ARCA 00 NOT USE FOR CONSTRUCTION
G & M of North Carolina, Inc. 5
20' 0 40' WWW.ARCADIS-US.COM 801 Corporate Center Drive, Suite 300 ; FIVE-MILE BRANCH
2 REB 9/41/05 FINAL RESTORATION PLAN IREDELL COUNTY, NORTH CAROLINA
PLAN
SCALE Tel: Raleigh, NC 919/854-1282 27607-Fox: 5073 919/854-5448 I Am +rvos CRAFT RESraRATgN
DE9CN ENCWIR BY DATE DESCRPTION 01 REVISWN GRADING PLAN SHEET No. GR4

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N 76151524 N 76748473
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E1=72300 EI=723DO N 7614482
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Flood Plain Pool near Ea. Q® 00 -PR T1H°
NOTE: PROPERTY BOUNDARIES OBTAlNEO NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
COURTESY OF IREDELL COUNTY PRELIMINARY PLANS
GIS/MAPPING DEPARTMENT WEBSITE. RCAD13 DO NOT USE FOR CONSTRUCTION ECOSYSTEM ENHANCEMENT PROGRAM
3
G & M of North Carolina, Inc. 5
WWW.ARCADIS-US.COM
200 40' 801 Corporate Center Drive, Suite 300 3 FIVE-MILE BRANCH
? Raleigh, NC 27607-5073 2 REB 114105 FINAL RESTORATION RAN IREDELL COUNTY, NORTH CAROLINA
of SCALE Tel: [phone] Fax: [phone] ' REB +nio5 BRUT RESTORATION RAN
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z NOTE: PROPERTY BOUNDARIES OBTAINED
COURTESY OF IREDELL COUNTY Afmw PRELIMINARY PLANS NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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ARCADE15 DO NOT USE FOR CONSTRUCTION ECOSYSTEM ENHANCEMENT PROGRAM
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20. O 40' WWW.ARCADIS-US.COM -MILE BRANCH
I 801 Corporate Center Drive, Suite 300 FIVE
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os SCALE Tel: [phone] Fox: 919/854-5448 1 RES 4/2/05 DRAFT RESTORATION PLAN
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GISIMAPPING DEPARTMENT WEBSITE.

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PRELIMINARY PLANS
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20
0 40 3 FIVE-MILE BRANCH
801Ccrporate Center Drive, Suite 300
NC NC 27 27601-5073
Raleigh 2 REB t/A/DS FMly RESTORATION PLAN IREOELL COUNTY, NORTH CAROLINA
E SCALE . ,
Tel; 919/854-1282 Fax: [phone] ' RES +n?os DRAFT RESTORATION RAN
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G & M of North Carolina, Inc. 5
WWW.ARCADIS-US.COM
50' 0 100' 801 Corporote Center Drive, Suite 300 3 FIVE-MILE BRANCH
Raleigh, NC 27607-5073 2 REB 1/4/05 FINAL RESTORATIM PLAN IREDELL COUNTY, NORTH CAROLINA
SCALE Tel: [phone] Fax: [phone] I REB 412/05 DRAFT RESTORATION PLAN
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COURTESY Of IREDEU COUNTY PRELIMINARY PLANS NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
GISIMAPPING DEPARTMENT WEBSITE. ARCADIS ? DO NOT USE FOR CONSTRUCTION ECOSYSTEM ENHANCEMENT PROGRAM
G & M of North Carolina, Inc. 5
WWW.ARCADIS-US.COM
500' 801 Corporate Center Drive, Suite 300 3 FIVE-MILE BRANCH
Raleigh, NC 27607-5073 a RED 1I FNAL RESTORATION PLAN IREDELL COUNTY, NORTH CAROLINA
SCALE Tel: [phone] Fax: [phone] I RED 412105 DRAFT RESTORATION PLAN
DESIGN ENGNEER DY DATE DESCRPTION OF REVISION PLANTING PLAN SHEET N0. PP2

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NOTE. PROPERTY BOUNDARIES OBTAINED
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GISIMAPPING DEPARTMENT WEBSIT
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G & M of North Carolina, Inc, 5
WWW.ARCADIS-US.COM 4 FIVE-MILE BRANCH
801 Corporate Center Drive, Suite 300
Raleigh, NC 27607 5073 2 NEB 1/1/05 FINN. RESTORATION PLAN IREDELL COUNTY, NORTH CAROLINA
1 RE'S 1/2/05 DRAFT RESTORATOH PLAN
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COURTESY OF 1REDECL COUNTY Ar% DA '0
PRELIMINARY PLANS
GIS/MAPPING DEPARTMENT WEBSITE.
cft 'a"i"'A' Do NOT USE FOR CONSTRUCTION ECOSYSTEM ENHANCEMENT PROGRAM
50' 0 100'
SCALE
G & M of North Corolino, Inc.
WWW.ARCADIS-US.COM
801 Corporate Center Drive, Suite 300
Raleigh, NC 27607-5073
Tel: [phone] Fax: [phone]
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7
2 REB 111I105 FINAL RESTDRATON PLAN
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FIVE-MILE BRANCH
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