20051388 Ver 1_Complete File_20050725

of W ATF9
Michael F. Easley, Govcmor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 29, 2005
DWQ Project # 05-1388
Haywood County
Jack Horton, County Manager
Haywood County
Courthouse
215 North Main Street
Waynesville NC 28786
AUG 8 2005
' DEER.
ItiEnA?6s slc ; QUAU7Y
Subject Property: Junkyard Site - East Fork Pigeon River (HC-10iPrERSU;CH
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Horton:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill within or otherwise impact 1,425 feet of streams for the purpose of
streambank stabilization at the subject properties, as described within your application
received by the N.C. Division of Water Quality (DWQ) on July 25, 2005. After reviewing
your application, we have decided that the impacts are covered by General Water
Quality Certification Number(s) 3367 (3367). The Certification (s) allows you to use
Nationwide Permit(s) 37 when issued by the US Army Corps of Engineers (USACE). In
addition, you should obtain or otherwise comply with any other required federal, state or
local permits before you go ahead with your project including (but not limited to) Erosion
and Sediment Control, Non-discharge, and stormwater regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters
as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval is for the purpose that you described in your application. If you change
your project beyond that authorized below, you must notify us and you may be required
to send us a new application. If the property is sold, the new owner must be given a
copy of this Certification and approval letter and is thereby responsible for complying
with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] Internet http://h2o.enr.sta!e nc.usJncwetlands
NofthCarolina
.Aatrrrally
An Equal Opportunity/Affirmative Action Employer- 501% Recycled/101,o Post Consumer Paper
Haywood County:
Page 2 of 6
July 29, 2005
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific
and general conditions of this Certification (or Isolated Wetland Permit) are met.
No other impacts are approved including incidental impacts:
Amount
Approved Units Plan Location or Reference
Stream 1,425 feet East Fork Pigeon River
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all
specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to protect surface
waters standards:
a. The erosion and sediment control measures for the project must be
designed, installed, operated, and maintained in accordance with the most
recent version of the North Carolina Sediment and Erosion Control Planning
and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and
erosion control measures must be such that they equal, or exceed, the
requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on
all construction sites, borrow sites, and waste pile (spoil) projects, including
contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be
designed, installed, operated, and maintained in accordance with the most
recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the
reclamation in accordance with the requirements of the Sedimentation
Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian
areas beyond the footprint of the impacts depicted in the Pre-Construction
Notification. All construction activities, including the design, installation, operation,
and maintenance of sediment and erosion control Best Management Practices,
shall be performed so that no violations of state water quality standards, statutes,
or rules occur.
Haywood County:
Page 3 of 6
July 29, 2005
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters
to the maximum extent practicable. If placement of sediment and erosion control
devices in wetlands and waters is unavoidable, they shall be removed and the
natural grade restored within six months of the date that the Division of Land
Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification
or applicable Buffer Rules, and any subsequent modifications, the applicant is
required to return the attached certificate of completion to the 401/Wetlands Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650.
6. Construction in this creek and disturbance within a 25-foot trout buffer should be
avoided during the January 1 to April 15 rainbow trout spawning period to avoid
adverse effects of sediment on eggs and larvae. However, Wildlife Resources
Commission will not object to construction of Natural Resources Conservation
Service "urgent and compelling" sites during the spawning period provided these
projects are, to the extent appropriate and practical, constructed by: (1) using flow
diversion structures such as sand bags, (2) placing large-sized rock toes and filter
cloth backing for stabilization sites before backfilling, and (3) excavating new
channel alignments in dry areas. Construction at the other non-"urgent and
compelling" sites should not occur during the spawning period to minimize the
potential adverse effects of multiple construction activities on trout resources in this
creek.
7. Sediment and erosion control measures must be implemented prior to construction
and maintained on the sites to minimize sediment in downstream areas. Seeding for
a temporary cover of wheat, millet, or similar annual grain or permanent herbaceous
cover should occur on all bare soil within five (5) days of ground disturbing activities
to provide long-term erosion control. The projects should be accomplished in stages
instead of leaving large tracts exposed to further storm events. Erosion control
matting should be used in conjunction with appropriate seeding on disturbed soils in
steep slope and riparian areas. Matting should be secured in place with staples,
stakes, or, wherever possible, live stakes of native trees. Straw mulch and tall
fescue should not be used in riparian areas. In addition, because of an anticipated
difficulty in establishing ground cover during the winter, reseeding should be
conducted, as necessary, in the spring-time with a native annual and perennial seed
mix with a temporary nursery crop of wheat, millet or other grain.
8. All structures (berms, levees, etc...) preventing stream access to its floodplain shall
be removed.
Haywood County:
Page 4 of 6
July 29, 2005
9. Only clean, large, angular rock, large woody material, or other natural stream design
materials and techniques should be used for bank stabilization. Rock should not be
placed in the stream channel in a manner that constricts stream flow or that will
impede aquatic life movements during low flow conditions. Filter cloth should be
placed behind large rock that is used for bank stabilization. Properly designed rock
vanes should be constructed wherever appropriate on bank stabilization and
channel realignment stream reaches to improve channel stability and to improve
aquatic habitat. Root wads should be installed low enough in the bank so that a
significant portion (at least one-third) the root wad is inundated during normal flows.
10.The channel should be restored to a more stable condition. However, under no
circumstances should river rock, sand or other materials be dredged from the stream
channel under authorization of this permit except, if necessary, in the immediate
vicinity of the eroding banks for the explicit purpose of anchoring stabilizing or
flow/grade control structures or for reestablishing the natural and more stable stream
channel dimensions. Stream bed materials are unstable in flowing-water situations
and are unsuitable for bank stabilization. In stream dredging has catastrophic effects
on aquatic life and disturbance of the natural form of the stream channel can cause
downstream erosion problems. The natural dimension, pattern, and profile of the
stream upstream and downstream of the permitted area should not be modified by
widening the stream channel or changing its depth.
11. Stabilization measures should only be applied on or near existing erosion sites,
leaving other stable stream bank areas in a natural condition. Grading and
backfilling should be minimized and tree and shrub growth should be retained where
possible to ensure long term availability of stream bank cover for aquatic life and
wildlife. Backfill materials should be obtained from upland sites except in cases
where excess stream bed materials are available. Berms should not be permitted
because they block the floodplain, constrict and accelerate flood flows, and often fail
and sometimes impede drainage during large flood events.
12. Repairs to eroded banks should be conducted in a dry work area where possible.
Sandbags or other clean diversion structures should be used where possible to
minimize excavation in flowing water. Channel realignments should be constructed
by excavating the new channel from downstream to upstream before connecting it to
the old channel.
13. Heavy equipment should be operated from the bank whenever possible. All
mechanized equipment operated near surface waters should be inspected and
maintained regularly to prevent contamination of stream waters from fuels,
lubricants, hydraulic fluids or other toxic materials. Equipment used in stream
channel must be clean, new or low hour equipment.
14. Disturbed stream banks and a 25-foot vegetated zone, or the widest width that is
practical under the site conditions, should be restored where possible along the
construction sites to natural riparian conditions with native trees and shrubs (e.g.,
silky dogwood, rhododendron, dog hobble, red maple, silky willow, tag alder, black
willow, sycamore) to provide long-term bank stability and stream shading. Note,
silky dogwood, silky willow and black willow can be planted as live stakes collected
during the dormant growing season. Cuttings should be randomly planted on four
Haywood County:
Page 5 of 6
July 29, 2005
(4) foot centers from the waters edge to the top of the bank. Trees should be planted
on ten (10) to twelve (12) foot centers. Stream banks in these areas should also be
seeded with a native annual and perennial seed mix with a temporary nursery crop
of wheat, millet or other grain.
15. If pasture along the stream is to be used for grazing, a fence must be constructed
outside of the riparian zone and the stream to prevent livestock from entering these
areas.
16. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained
as diffuse flow at non-erosive velocities through the protected riparian zones
such that it will not re-concentrate before discharging into a stream. If this is not
possible, it may be necessary to provide stormwater facilities that are considered
to remove nitrogen. This may require additional approval from this Office.
17. Riparian Zone Replanting
Replanting of vegetation within disturbed areas located within 25 feet of the
streambank associated with any land disturbing activity, repair, replacement
and/or maintenance must be done in a manner consistant with the Guidelines
for Riparian Buffer Restoration immediately following construction. (Please
see attached.)
18. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective woody riparian zones in order to
assure compliance for future wetland, water and buffer impact. These
mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization
Certificate. A sample deed notification can be downloaded from the
401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetiands. The text of
the sample deed notification may be modified as appropriate to suit to this
project.
19. Turbidity Standard
The turbidity standard of 10 NTUs (Nephelometric Turbidity Units) shall not be
exceeded as described in 15 A NCAC 2B. .0200. Appropriate sediment and
erosion control practices must be used to meet this standard.
20. No Sediment and Erosion Control Measures in Wetlands
Sediment and erosion control measures shall not be placed in wetlands or waters
to the maximum extent practicable. If placement of sediment and erosion control
devices in wetlands and waters is unavoidable, they shall be removed and the
natural grade restored within six months of the date that the Division of Land
Resources or locally delegated program has released the project.
Haywood County:
Page 6 of 6
July 29, 2005
Violations of any condition herein set forth may result in revocation of this Certification
and may result in criminal and/or civil penalties. The authorization to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application and
as authorized by this Certification, shall expire upon expiration of the 404 or CAMA
Permit.
If you do not accept any of the conditions of this Certification (associated with the
approved wetland or stream impacts), 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, which 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 Cyndi Karoly in the
Central Office in Raleigh at 919-733-9721 or Mr. Kevin Barnett in the DWQ Asheville
Regional Office at 828-296-4657.
Sincerely,
J
Alan W. Klimek, P.E., Director
Division of Water Quality
AW Klkhb
Enclosures: GC 3367
Certificate of Completion
Guidelines for Riparian Buffer Restoration
cc: Ken Futreal, Southwestern NC R & D Council
367 Dellwood Road
Building E, Suite 3
Waynesville, NC 28786
USACE Asheville Regulatory Field Office
DWQ 401 Unit - Central Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 05-1388.EW P.JunkyardSite-EastForkPigeonRiver.Approval

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Project Number: 120051388 Version: 1 Status: Issued LastACtio nDesc: Projectissued
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Project Name. Haywood County EWP Junkyard Site
'Project type: IStream Restoration 1 Creallon
ProjectDesc: EWP
"Owner: Horton, Jack Details.
'Received From: IAppllcant COE ID: 'Primary County: (Haywood
DOTTIP: 'Admin Region: (Asheville as

Received DI, 07/2512005 aw
Reviewer: Ikevin.barnett
Issued Dt: 0712912005
_ *Secondary County
Statutory Dt: 0912312005
CAMA NEPAISEPARecelvedDt:
DCM Ortice: I SW Plan Received Dt
COE Office: iieville Regulatory Field Once - SW Plan Approved Dt I Public Notice Published Dt
Last Updated By: rob.ridings SW Plan Location: Public Notice Received Dt:
Last Updated On 0 712 612 0 0 5 Sewage Disposal: P N Comment Period Ends Dt:
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Triage Check Dist
Date: 07/27/05
Kevin Barnett, Asheville Regional Office
To:
60-day Processing Time: 7/25/05 to 9/23/05
From: Cyndi Karoly Telephone: [phone]
Junkyard Site
DWQ #:05-1388
County: Haywood
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 (Neuse, 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!
Project Name: Haywood County EWP

Office Use Only: Form Vcrsion March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 37
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
l
R Lq 0W
Owner/Applicant Information jI ! I. 9. 5 ?005
ger
Name: Haywood Count Jack Horton County Marine
Mailing Address: 215 N. Main Street - Ail _l vUALiTY
Waynesville N.C. 28786 bl? i-, RAA'H
Telephone Number: 828.452.6625 Fax Number:
E-mail Address: jhorton(anhaywoodnc net
2. Agent/Consultant 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: Kenneth R. Futreal
Company Affiliation: Southwestern NC RC&D Council
Mailing Address: 367 Dellwood Road
Buildinf E Suite 3
P.O. Box 1230
Waynesville N.C. 28786
Telephone Number: 828.400.3279 Fax Number: 828.452.0829
E-mail Address: kfutrealoa yahoo com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Haywood County Emergency Watershed Protection Program
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): See attachment
4. Location
County: Haywood Nearest Town: Canton, N.C.
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.):
Approximate 3 miles East of the Junction of US HM 276 and NC Hwy 215 on US Hwy 276
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 035.2745 ON 082.5125 °W
6. Property size (acres): 20
7. Name of nearest receiving body of water: East Fork of the Pigeon River
8. River Basin: French Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htth://h2o.enr.state.nc.us/admin/maw.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The stream bank is eroding causing an increased sediment
Load in the stream. The land use is commercial and agricultural.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The stream bank will be stabilized using rock vanes toe stabilization and fill. Equipment
Will be track hoe (excavators) bulldozer and dump trucks.
11. Explain the purpose of the proposed work: The stream bank repair and stabilization is
Urgent and compelling -under the Natural Resources Conservation Services (MRCS)
Emergency Watershed Protection (EWP to protect existing property and structures.
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.
None Anticipated
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Page 7 of 12
2. Individually list wetland impacts. Types of 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.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placernent of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
I East Fork Fill Perennial 110 1425 .75
Of the Pigeon

Total Stream Impact (by length and acreage)
Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres)
Page 8 of 12
6. List t
he cumulative impact to all Waters of the U.S. resulting from the project
Stream Impact (acres):
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The stream bank on the North side of the stream is Beverly eroding, and is need of stabilization
Where possibe e construction will be from the bank. The are will be planted to permanent
Vegetation when construction is completed
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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
littp://li2o enr state nc.us/iicNvetlands/strm(i(i .html.
1. 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.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at htt )://li2o.enr.st ite.nc.us/carp/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
r
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes 0 No ?
2. 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 ,]
3. 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 (required by DWQ)
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No Z
2. If "yes", 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.
I I Zone* Impact I Multiplier I Required
(sauare feed Mitieation
I 1 3 (2 for Catawba)
2 1.5
Total I I I
' Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or .0260.
Page 1 I of 12

XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
1T /A
XII. Sewage Disposal (required by DWQ)
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.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No ,J
Is this an after-the-fact permit application? Yes ? No 0
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://li2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. 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).
Due to Federal Regulations regarding the use of EWP funding construction of all EWP work
Must be under constructionby September, 2005
-o?z?
'---ApGcant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Pin #
8654154582
8654156621
8654251642
8654058070
Owner
Hall, Deborah B.
Blaylock, Phillip
Blaylock, Denver Ralph
Harkins, Rubye H.
. f ! _f
f

Office Use Only:
USACE Action ID No.
(If any particular item is not a
1. Processing
Form Vcmion March 05
DWQ No.
cable to this project, please enter "Not Applicable" or "N/A".)
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 37
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Mana f
Environmental Concern (see the top of page 2 for further details), c T RO:?
H. Applicant Information JUL 2- 5 2005
1. Owner/Applicant Information e?oS aAo STGRii A ER V1C1
Name: Haywood County, Jack Horton, Count Wt er
Mailing Address: 215 N. Main Street
Waynesville N.C. 28786
Telephone Number: 828.452.6625 Fax Number:
E-mail Address: jhortonnhaywoodnc.net
2. Agent/Consultant 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: Kenneth R. Futreal
Company Affiliation: Southwestern NC RC&D Council
Mailing Address: 367 Dellwood Road
Buildin, E Suite 3
P.O. Box 1230
Waynesville N.C. 28786
Telephone Number: 828.400.3279 Fax Number: 828.452.0829
E-mail Address: kfutrealnyahoo.com
Page 5 of 12
r ?
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: Haywood County Emergency Watershed Protection Program
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): See attachment
4. Location
County: Haywood Nearest Town: Canton, N.C.
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.):
Approximate 3 miles East of the Junction of US Hwy 276 and NC Hwy 215 on US Hwy 276
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 035.2745 ON 082.5125 °W
6. Property size (acres):
7. Name of nearest receiving body of water: East Fork of the Pigeon River
8. River Basin: French Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://ii2o.enr.st ite.nc.us/a(imin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The stream bank is eroding causing an increased sediment
Load in the stream. The land use is commercial and aericultural.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The stream bank will be stabilized using rock vanes toe stabilization and fill. _Equipment
Will be track hoe (excavators) bulldozer and dump trucks.
11. Explain the purpose of the proposed work: The stream bank repair and stabilization is
Urgent and compelling under the Natural Resources Conservation Services (MRCS)
Emergency Watershed Protection (EWP) to protect existing property and structures.
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.
None Anticipated
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list impacts due to both structure and floodin T.
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplar
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cernent walls, rip-rap, crib
walls, 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 he included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
1 East Fork Fill Perennial 110 1425 .75
Of the Pigeon

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill- excavation- dredr?ine. floodina. drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on map) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres

Total Open Water Impact (acres)
Page 8 of 12
6. List t
he cumulative impact to all Waters of the U.S. resulting from the project
Stream Impact (acres):
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes )Z No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The stream bank on the North side of the stream is severly eroding and is need of stabilization
Where possibe e construction will be from the bank. The are will be planted to permanent
Vegetation when construction is completed.
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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
litti)://li20 eiii' state iic.tis/iicwetiands/sti-iiip?lde.litill1.
1. 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.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at littp11h2o.enr state.nc.u,,/wrl)/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes 0 No ?
2. 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 ,2
3. 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 (required by DWQ)
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No M
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact ]Multiplier Required
I (souare feet) Mitieation
I 1 I I 3 (2 for Catawba)
2 1.5
Total
' Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260.
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
XII. Sewage Disposal (required by DWQ)
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.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No g
Is this an after-the-fact permit application? Yes ? No 0
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No 4
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. 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).
Due to Federal Regulations re ag rding_the use of EWP funding construction of all EWP work
Must be under constructionby September, 2005

'-,-App rieant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Pin #
8654154582
8654156621
8654251642
8654058070
Owner
Hall, Deborah B.
Blaylock, Phillip
Blaylock, Denver Ralph
Harkins, Rubye H.
BOARD OF COMMISSIONERS
MARK S. SWANGER, CHAIRMAN
MARY ANN ENLOE, VICE CHAIRMAN
LARRY R. AMMONS
L. KEVIN ENSLEY
J. W. "KIRK" KIRKPATRICK, 111
Mr. Scott McLendon
Asheville Regulatory Field Office Chief
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue
Room 208
Asheville, N.C. 28801-5006
Ms. Cyndi Karoly, Supervisor
401 Oversight and Express Permits Unit
2321 Boulevard
Raleigh, N. C. 27699-1650
R.E.: 404/401 Permit Application for Haywood County
Dear Mr. McLendon and Ms. Karoly:
5
JUL 2 5 200
DENR •1D STS nA?gVt+CH
YrEIt?IOS At
COUNTY MANAGER
C. JACK HORTON
COUNTY ATTORNEY
LEON M. KILLIAN, III
Attached please find the subject applications for two (2) EWP sites in Haywood County (Junk Yard Site
on the East Fork of the Pigeon River and the Runway Site South of Lake Logan on the West Fork of the
Pigeon River). The information included with these applications has been developed in cooperation with
the Natural Resource Conservation Service (NRCS), the Haywood County Soil and Water Conservation
District, and the North Carolina Department of Environment and Natural Resources. This is Haywood
County's submission for critical EWP sites on the East Fork and West Fork of the Pigeon River . There are
no Endangered Species located in the areas of the proposed works of improvement.
We are looking forward to being able to proceed with this work. Please let me, or our coordinator, Kenneth
R. Futreal (828.400.3279), know of any issues of consideration that we need to make to secure approval for
this planned work. We are submitting a copy of the proposal directly to DWQ's Regional 401 Office (Mr.
Kevin Barnett) in Asheville, N.C. In addition, since the State of North Carolina has "waived" fees for these
EWP 401's, we have not included any permit fees.
Thank you for your attention to these applications. We are looking forward to timely regulatory action and
approval of these repair plans, so this work can be accomplished.
AortonSin
Haywood County Manager
Enclosures
Cc: Kevin Barnett, w/enclosures
cc: Kenneth Futreal

July 22, 2005
215 NORTH MAIN STREET • COURTHOUSE ANNEX • WAYNESVILLE, NORTH CAROLINA 28786
PHONE: [phone] • FAX: [phone]
EMERGENCY WATERSHED PROTECTION
STREAMBANK STABILIZATION PROJECT
PREPARED BY:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
IN COOPERATION WITH
HAYWOOD SOIL AND WATER CONSERVATION DISTRICT
USDA - NATURAL RESOURCES CONSERVATION SERVICE

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SITE LOCATION MAP
SCALE: NO SCALE
EAST FORK PIGEON RIVER @ JUNKYARD
SITE
HAYWOOD COUNTY, NORTH CAROLINA
COUNTY, STATE
CONTENTS:
1. Title Sheet and Location Map
2. Site Plan
3. Streambank Stabilization Measures V?
4. Channel Cross Section #1 V
5. Channel Cross Section #2 JU/ 52005
6. Channel Cross Section #3 7. "J" Hook Rock Vane Detail ' "'R- "r?pQ?gc/r
8. Vegetation and Mulching Specifications ?q?RBN
PROJEC, ,,CQP,RDINATES
N 35
W 82 ? o,'?
• SEAL
i 021676
APPROVED BY
AS BUILT CERTIFIED BY:

DATE: 01 0
,•.,_.. DATE:
J
150 0 150 300 450
A
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF SOIL AND WATER CONSERVATION
ASHEVILLE REGIONAL OFFICE
2M US HIGHWAY 70, SWANNAN0A NC 28778 PHONE: [phone]
Scale: 1" =150'
STREAMBANK STABILIZATION PROJECT
SITE MAP
HAYWOOD COUNTY, NORTH CAROLINA
STREAM CHANNEL CLASMCATON
Stream Name: East Fork Pigeon River
Basin Name: French Broad
Drainage Area: 302W acres (47.2 square miles)
Latitude: 35° 2r 44.56'
Longitude: 82° 51'25.37'
Bankfuli Width: 90 feet
Mean Depth: 3.1 feet
Benkfuli Cross Section Area: 280 square feet
Width /Depth Rago: 29
Maximum Depth: 5.5 feet
Width of Flood Prone Area: 180 feat
Entrenchment Ratio: 1.8
Channel Materials (D50): 170 mm
Water Surface Slope: 0.002
Channel SinuosRy 1.4
STREAM TYPE: Bic
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REVISIONS MOJECT EWPJUNKYARD SCALE: 1 INCH 150 FEET
DFaGiImION
DRAWN BY: J. YOUNG DATE: JULY20,2005
CHECKED BY: DATE: -
SHEET NO. 2 OF 8 FILENAME SrTEMAPDWG
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STREAM CHANNEL CLASSIFICATON
Stream Name: East Fork Pigeon River
Basin Name: French Broad
Drainage Area: 30,208 aces (472 square miles)
Latitude: 35° 27'44.66*
Longitude: 82° 51'25.37'
Banidull Width: 90 feet
Mean Depth: 3,1 feet
Bankfull Crass Section Area: 280 square feet
Wdth I Depth Ratio: 29
Maximum Depth: 5.5 feet
Width of Flood Prone Area: 160 feet
Entrenchment Ratio: 1.8
Channel Materials (D50): 170 mm
Water Surface Slope: 0.002
Channel Sinuosity: 1.4
STREAM TYPE: Bic
Ilk -.11s),
54
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?D 150 0 150 300 450 Y
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.+ Scale: 1" =150'
REVISIONS FAOJECT# E"-JUNKYARD SCALE: 11NCN=160 FEET SCRFT STATE OF NORTH CAROLINA STREAMBANK STABILIZATION PROJECT By ?? ? °"
DRAWN BY: J. YOUNG DATE: JULY 20, 9106
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES 2
DIVISION OF SOIL AND WATER CONSERVATION BANKFULL BENCHES AND "J" HOOK ROCK VANES 3 CHECKED BY: DATE:
ASHEVILLE REGIONAL OFFICE 4
2090 US HIGHWAY 70, SWANNANOA, NC 28770 PHONE. [phone] HAYWOOD COUNTY, NORTH CAROLINA 6 SHEFNO. 3 OF 8 FILENAME: STABLESTrP.EAM
TOP OF BANK
EL = 27120 FEET
BANKFULL B
EL=2706.5
BANKFULL STAGE
STREAM BED ELEVATION @ TOE = 2703.0 FEET
CHANNEL CROSS SECTION @ STA 5+60
1
3
ROCK TOE PROTECTION
FIELD STONE OR UNHEWN QUARRY STONE
INTERMEDIATE AXIS LENGTH = 36 INCHES OR LARGER
,? ,? r ?FESSIp?ti9
02676
V,.
y
yNEppJ?
FYL?
FILL
STATE OF NORTH CAROLINA STREAMBANK STABILIZATION PROJECT No, By LATE REVISKNJS ° °" PROJECT# EWP-JUNKYARD SCALE: NOT70SCALE
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DRAWN BY J. YOUNG DATE 3Lnv 20, 2005
DIVISION OF SOIL AND WATER CONSERVATION CHANNEL CROSS SECTION #1 3 CHECKED BY: DATE:
ASHEVILLE REGIONAL OFFICE
HAYWOOD COUNTY, NORTH CAROLINA
2090 US HIGHWAY 70, SWANNAN00. NC 28778 PHONE: (62B) 29&4500 5 SHEET NO. 4 OF 8 FH.f,WSff: %SECTKII
BANKFULL BENCH
EL = 2705.0 FEET
TOP OF BANK
EL = 2707.5 FEET
20'
3
VL-COMPACTED FILL
STREAMBED
EL = 2701.4 FEET ROCK TOE PROTECTION
FIELD STONE OR QUARRY STONE
INTERMEDIATE AXIS LENGTH = 36 INCHES (OR LARGER)
CHANNEL CROSS SECTION 0 STA 11 +90
• STATE OF NORTH CAROLINA STREAMBANK STABILIZATION PROJECT
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVIS[ON OF SOIL AND WATER CONSERVATION CHANNEL CROSS SECTION #2
ASHEVILLE REGIONAL OFFICE
20W US HIGHWAY 70, SWANNANOAq NC 28M PHONE (am) 2%45W HAYWOOD COUNTY, NORTH CAROLINA
``??•?SSlptis9
i 02i?76
I UL??I (NvJ
REVISIONS III PROJECT* EWP.NINKYAAD1 SCALE: NOTTOSCAtE
DRAWN BY: J. YOUNG
CHECKEDBY:
SHEET NO. 5 OF 8
DATE JULY 20,2005
DATE:
FILENAME
3
a=Zn2.1 FEET
POCK i0EPB0IF
Sf gUARY UAF
IN1EP.'ECLITE AA9IFtWTN - M
iNCNE90P URGED
CHANNEL CROSS SECTION @ STA 15+90
;? ??•?F?SS10??9 ?:
J'?il 11! i Q`-u'N
FlLL-TEP

.• • STATE OF NORTH CAROLINA
STREAMBANK STABILIZATION PROJECT
GATE rctviJiVrvJ
°E9QUPTKN PROJECT * PWPJUNKYARD SCALE: NOT TO SCALE
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DRAWN BY: J. YOUNG DATE: JULY 20,M
DIVISION OF SOIL AND WATER CONSERVATION CHANNEL CROSS SECTION #3

ASHEVILLE REGIONAL OFFICE
` 3 CHECKED BY: DATE:
`? 2OW US HIGHWAY 70, SWANNANOA, NC 28"8 PHONE: (M)296-4500 HAYWOOD COUNTY, NORTH CAROLINA 4 SHEET NO. 6 OFS RLENa1JE zS=_CT`ON_3.DW
"J" HOOK ROCK VANE
Right Edge
of Water

W W
Footer Rock -
?

W W y
Pool
y
W W y y /
y y
`I,
W ?/ y y
?
y y /
y y
?w y
PLAN VIEW
e- STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF SOIL AND WATER CONSERVATION

208 ASHEVILLE REGIONAL OFFICE
0 US HIGHWAY 70, SWANNANOA, NC 28778 PHONE', [phone]

W ?
Rock
Sill
80'
Top of Bankfull Bench 112 Bankfull
Water
W
y y y y y y y V Surface
y V ! M y y
Flow _ y g°o
y y y y y y , 3t' y y y y y y y
Thalweg ._._?
L Excavated
Nonwoven Scour
Geotextile PROFILE VIEW Pool
STREAMBANK STABILIZATION PROJECT
"J" HOOK ROCK VANE DETAIL
HAYWOOD COUNTY, NORTH CAROLINA
?%`((????V?(//
??4?FESS1p*%?S
- j SEA < }
J 0 16
?'; GIN OJ ???
i l l ?lit.i,.
f ucyZd? Z??
REVISIONS PROJECT%.. EWPJUNKYARD SCALE: NOTTOSCALE
DESCPW
DRAWN BY.. J. YOUNG DATE: JULY 20, 2005
CHECKED BY DATE:
SHEET NO. 7 OF B FILENAME: 1HOOK.DWG
Left Edge
of Water
?--- Top of Bank
20 Degrees
Foo 4
\4'

SLOPE INSTALLATION

MATERIAL SPECIFICATION
ALL SLOPES GREATER THAN 2:1 SHALL BE SEEDED WITH HYDROSEEDING EQUIPMENT. STEEP
SLOPES SHALL HAVE SCARIFIED SURFACES WITH TRENCHES 1.2 INCHES DEEP AND 6.12 INCHES Erosion control blanket shall be a machine-produced 100% biodegradable mat with an
APART ACROSS THE SLOPE IN WHICH THE SEED CAN LODGE AND GERMINATE agricultural straw fiber matrix The blanket shall be of consistent thickness with
the straw evenly distributed over the entire area of the mat The blanket shall be
PLANTING MIXTURE NORTH covered on the top and bottom sides with 100% biodegradable woven natural fiber netting.
AMERICAN The netting shall consist of machine directional strands formed from two intertwined
Tall Fescue: 40-60 pounds I acre GREEN yams with cross directional strands interwoven through the twisted machine strands
Annual Rye: 25.30 pounds / acre (commonly referred to as a Lena weave) to form an approximate 0.50 inch x 1.00 inch

2 (127 x 2.54 cm) mesh. The blanket shall be sewn on 1.50 inch (3.81 cm) centers
LIME AND FERTILIZER" (b (50 stitches per roil width) with biodegradable thread. The blanket shall be manufactured
with a colored line or thread stitched along both outer edges (approximately 2-5 inches
Lime: 2,000 pounds / acre of finely ground, dolomitic limestone (5, 31y7, I [5-125 cm] from the edge} to ensure proper material overlapping.
Fertilizer. 400 pounds / acre of 10-10-10 or equivalent rye °A?
The straw erosion control blanket shall be S150 BN as manufactured by North American
"These rates also apply when hydroseeding 1, ® Its , 1 © Green, or equivalent The blanket shall have the following properties:
MULCHING Material Content
All slopes greater than 2:1 OR below top of bank (stream channels) shall be mulched with an erosion control a Matrix 100% Straw Fiber (0.50 lbsiyd2) (0.27 kg(m2)
blanket (North American Green SC-1506 or equivalent). Blankets shall be anchored in accordance with
manufacturer's specifications. Netting Both sides, Lena woven 100% biodegradable organic jute fiber

ss (9.30lbs11,000 f12 [4.50 kg/100 m2) approximate weight)
Fla

unch or hay free straw

Flatter surfaces ma
may be mulched with dTY? oPDed, unweathered small grain raw o Y ee of seeds o f
r

®3'
competing plants. Spread at the rate of 1-2 tons per acre depending upon the season. Evenly spread mulch over
Thread Biodegradable
the area by hand or mechanical equipment Apply mulch uniformly so that 25% of the ground surface is visible-
> ......:::::. ........ Specifications (per roll)
Physical

Width 6.67 ft
Length 108.00 It
Weight 53.50lbs
Area 80.00 yd2
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LaIE, FERTILIZER. AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOr SEED PREPARED AREA CELL-O-SEED ML5T BE INSTALLED WITH PAPER SIDE DOWN.
'
Stitch Spacing 1.50 inches
(15cm) WIDE TRENCH
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A C (15cm) DEEP X 6
WITH APPROXIMATELY 12' (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION 0 THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STZES .APPROXIMATELY 12' (30cm APART IN THE BOTTOM OF THE TRENCH.
BA,CKFlLL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED 0 COMPACTED SOIL AND FOLD REMAINING 12' (30cm)
PORTION OF BLANKET HACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12' (30cm) APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE MARKETS ) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE TTY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM', STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2'-5' f5cm125cm) OVERLAP DEPENDING
;
4
UAPPKIG BLANKET (BIANKIE7 BEING
ON BLANKET TYPE TO ENSURE PROPER SEAL AGNIMENT, PLACE THE EDGE OF THE OV
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM sTRCH7oN THE PREVIOUSLY INSTALLED BLANKET. V•
A
Q/AAA?
CroT

5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
APPROXIMATELY 12' (30c m) APART ACROSS ENTIRE
7 Sc
) OVERLAP
STAPLE THROUGH OVERLAPPED AREA ,
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t
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,
"
m
KET WIDTH. ;mo
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4 JJ J

NOTE-
MN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LEJCiHS GREATER THAN a' (15cm) MAY BE NECESSARY TO Q0 y9lt

IV
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PROPERLY SECURE THE BLANKETS 1
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REVISIONS
T05CAE
5 NOT
STATE OF NORTH CAROLINA
DESCFUPTKN
STREAMBANK STABILIZATION PROJECT I DRAWN BY
J
YOUNG DAT' JULY 20,205
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES .
.
DIVISION OF SOIL AND WATER CONSERVATION VEGETATION SPECIFICATIONS 3 CHECKED BY: DATE:
LJ
•,` ASHEVILLE REGIONAL OFFICE
4
290 U8 HIGHWAY 70. SWANNANOA, NC 28778 PHONE: [phone] HAYWOOD COUNTY, NORTH CAROLINA SHEET NO. 8 OF 8 FILENAME: VEGETA110N.OW
EMERGENCY WATERSHED PROTECTION
STREAMBANK STABILIZATION PROJECT
PREPARED BY:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
IN COOPERATION WITH
HAYWOOD SOIL AND WATER CONSERVATION DISTRICT
USDA - NATURAL RESOURCES CONSERVATION SERVICE
EAST FORK PIGEON RIVER (&- JUNKYARD
lap,
M y
1.'?1 ?}l f ` j. f
4 + t?fr
2725. ,
14
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1 .
yt
TAB
SITE LOCATION MAP
SCALE: NO SCALE
HAYWOOD COUNTY, NORTH CAROLINA
COUNTY, STATE
CONTENTS:
1. Title Sheet and Location Map
2. Site Plan
3. Streambank Stabilization Measures
4. Channel Cross Section #1
5. Channel Cross Section #2
6. Channel Cross Section #3
7. "J" Hook Rock Vane Detail
8. Vegetation and Mulching Specifications
PROJEC XOPRDINATES
N 35°
W 822 ? Sloti99
SEAL
021676
APPROVED BY:(-,
AS BUILT CERTIFIED BY:
0 ?? M
2 s ?dos
s4v
°?wqr? rN
DATE: p9 0
" ' DATE:

5(A1,.90
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01
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s
"i
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF SOIL AND WATER CONSERVATION
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70, SWANNANOA, NC 28778 PHONE: [phone]M
150 0 150 300 450
Scale: 1"= 150'
STREAMBANK STABILIZATION PROJECT
SITE MAP
HAYWOOD COUNTY, NORTH CAROLINA

STREAM CHANNEL CLASSWICATON
Stream Name: East Fak Pigeon River
Basin Name: French Broad
Drainage Area: 30,200 acres (47.2 square miles)
Latitude: 35° 2T 44.66'
Longitude: 82° 51' 25.37-
BanMuR Width: 90 feet
Mean Depth: 3.1 feet
BaNdull Cross Section Area: 280 square feet
Width I Depth Rado: 29
Maximum Depth: 5.5 feet
Width of Flood Prone Area 160 feet
Entrenchment Ratio: 1.8
Channel Materials (050): 170 mm
Water Surface Slope: 0.002
Charnel Sinuosity. 1.4
STREAM TYPE: Bic
ESS 9
SEAS i -
>r 0 6
?Y •L ?1• ``` r
u tHttur.N
i SLY'
VISIONS pgggCTB; EWPJUNKYAfm SCALE: 181CH•150 FEET
aescaw wa
DRAWN BY: J. YOUNG DATE: JULY20, 2005
CHECKED BY: DATE:
SHEET NO. 2 OF 8 1 FILENAME: SRElUP.DWG
rxwxwocvvnra ? / ?t
pmniw / NI} .
STAf '?I
31? l?' OF ILL wrnr6w lsal
moa
ua ercxo,?
J

STREAM CHANNEL CLASSIFlCATON
Stream Name: East Fork Pigeon River
Basin Name: French Broad
Drainage Area: 30,200 acres (47.2 square miles)
Latitude: 35° 2T 44.66'
Longitude: 82° 51' 25.37'
Banidu6 Wtdfh: 90 feet
Mean Depth: 3.1 feet
Bankfull Cross Section Area: 280 square feet
Width I Depth Ratio: 29
Maximum Depth: 5.5 feet
WkM of Flood Prom Area: 160 feet
Entrenchment Ratio: 1.8
Charm Materials (D50): 170 mm
Water Surface Slope: 0.002
Channel Sinuosity. 1.4
STREAM TYPE: 63c
Uzz
SEA ? -
00 ?
150 0 150 300 450 EY L
ILA.
r Scale: 1" =150'
REVISIONS PROJECT 1t EWPJUNIttARD SCALE: 1INCH =160 FEET
i,ia STATE OF NORTH CAROLINA STREAMBANK STABILIZATION PROJECT BY °?n "°" AND DRAWN BY: J. rauNC DATE: JULY 20, mob
DEPARTMENT
OF SOIL AID ATER CONSRAL RESOURCES 0 CHECKED BY: DATE:
BANKFULL BENCHES AND "J" HOOK ROCK VANES 3
ASHEVILLE REGIONAL OFFICE
m90 us xICHWAY70, SWANNANOA NC 28TM PHONE:, [phone] HAYWOOD COUNTY, NORTH CAROLINA 5 SHEET NO. 3 OF 8 FILENAME sTPBIE_S78EUA
TOP OF BANK
EL=27120 FEET
BANKFULL BENCH
EL= 2708.5 FEET
i
3
SANKFULL STAGE
STREAMBE0 ELEVATION O TOE = 2703.0
CHANNEL CROSS SECTION @ STA 5+60
STATE OF NORTH CAROLINA STREAMBANK STABILIZATION PROJECT
DEPARTMENT NATURAL RESOURCES
DIVISION OF SOIL AND WATER CONSERVATION
CHANNEL CROSS SECTION #1
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70, SWANNANOA NC 28778 PrONE:(828)296450 HAYWOOD COUNTY, NORTH CAROLINA
ROCK TOE PROTECTION
FIELD STONE OR UNHEWN QUARRY STONE
INTERMEDIATE ADDS LENGTH = 38 INCHES OR LARGER
02 676
FILL
REVISIONS PROJECT t. ENPJUNKYARD SCALE:, NOTTOSCALE
DESCRWTIOv
DRAWN BY: J. YOUNG DATE: JULY 20, 2005
CHECKED BY'. DATE:
SHEET NO. 4 OF 8 FILENAME: X SECTIOI
BANKFULL BENCH
EL = 2705.0 FEET
TOP OF BANK
EL = 2707.5 FEET
8' (MIN)
IF 3
STAGE
FILL
STREAMBED_/
EL = 2701.4 FEET ROCK TOE PROTECTION
FIELD STONE OR QUARRY STONE
INTERMEDIATE AXIS LENGTH = 36 INCHES (OR LARGER)
CHANNEL CROSS SECTION @ STA 11+90
A C.
Z<.?o4?5Sl?titi9
I -
fiY q'

STATE OF NORTH CAROLINA

STREAMBANK STABILIZATION PROJECT
?TF REVISIONS
PROJECT. EWPJUNKYARD
SCALE: NOTTOSCALE
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES ? DRAWN BV: J. YOUNG DATE: JULY N, 2f05
DIVISION OF SOIL AND WATER CONSERVATION
CHANNEL CROSS SECTION #2
J
CHECKED BY
DATE:
ASHEVILLE REGIONAL OFFICE

HAYWOOD COUNTY, NORTH CAROLINA 4
SHEET NO
5 OF8
FILENAME xSECTION2.D1
2090 US HIGHWAY 70, SWANNANOA, NO 28778 PHONE (M) 2964500 5 .
EL
a=Z70
CHANNEL CROSS SECTION @ STA 15+90
FlE1D STONE OR QUORY STONE
INTEFNMITEA lF - M INCHES OR UPS,9i
,? Z???FESS py
MITERUI.

.• •
STATE
OF
NORTH
CAROLINA

STREAMBANK STABILIZATION PROJECT

°? REVISIONS

"p" PROJECT* EWPJ[IN(YARD SCALE: NOTTOSCALE
DEPARTMENT
ENVIRONMENT
OF
AND NATURAL
RESOURCES i DRAWN BY: J. YOUNG DATE: JULY 20, 2(105

DIVISION OF SOIL AND WATER CONSERVATION
CHANNEL CROSS SECTION #3 2
D
3 CHECKE
BY, DATE:
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70,, SWANNANDA NC 28778 PHONE [phone]
HAYWOOD COUNT(, NORTH CAROLINA 4
_
SHEETNO. 6 OF 8
RLENA.ME: x S=_Cn0N_3.0
"J" HOOK ROCK VANE
Right Edge
of Water

W W
Footer Rock

W ?Y y
Pool
y
W W y W /
y y
W
Y W /

?y y
PLAN VIEW
,,,yyyyyy-? STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF SOIL AND WATER CONSERVATION
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70, SWANNANOA. NC 28778 PHONE: [phone]
o

J--?
W \
Rock
Sill
80'
Top of Bankfull Bench 112 Bankfull
Water
W W
VV? Surface
Y W +V WL W M' 0l0 ,Y J W Y
Flout -- 0 $1
W W y W 4, W A' W yI W y W y W
Thalweg
Excavated
Nonwoven Scour
Geotextile PROFILE VIEW Pool
STREAMBANK STABILIZATION PROJECT
"J" HOOK ROCK VANE DETAIL
HAYWOOD COUNTY, NORTH CAROLINA
L L, •.,,+,+1j?
off,,.......,
j?;.??FESSIp,%
SEA
16
REVISIONS PROJECT#'. EWP-JUNKYARD SCALE. NOTTOSCALE
DRAWN BY J. YOUNG DATE JULY 20, 2005
CHECKEDBY GATE:
SHEET NO. 7 OF 5 FILENAME JHOOK.DWG
Left Edge
of Water
?- Top of Bank
W ?
20 Degrees
I ? \
4

SLOPE INSTALLATION

MATERIAL SPECIFICATION
ALL SLOPES GREATER THAN 2:1 SHALL BE SEEDED WITH HYDROSEEDING EQUIPMENT. STEEP
SLOPES SHALL HAVE SCARIFIED SURFACES WITH TRENCHES 1-2 INCHES DEEP AND 6.12 INCHES Erosion control blanket shall be a machine-produced 100% biodegradable mat with an
APART ACROSS THE SLOPE IN WHICH THE SEED CAN LODGE AND GERMINATE. agricultural straw fiber mat x. The blanket shall be of consistent thickness with
the straw evenly distributed over the entire area of the mat The blanket shall be
PLANTING MIXTURE NORTH covered on the top and bottom sides with 100% biodegradable woven natural fiber netting.
AMERICAN The netting shall consist of machine directional strands formed from two irderNnned
Tall Fescue: 40-60 pounds / acre GREEN yams with cross directional strands interwoven through the twisted machine strands
Annual Rye: 25.30 pounds / acre (commonly referred to as a Lena weave) to farm an approximate 0.50 inch x 1.00 inch

2 (1.27 x 2.54 cm) mesh. The blanket shag be sewn on 1.50 inott (3.81 cm) centers
LIME AND FERTILIZER" (50 stitches per roll width) with biodegradable thread. The blanket shall be manufactured
with a colored line or thread stitched along both outer edges (approximately 2-5 inches
Lime: 2,000 pounds I acre of finely ground, dolomitic limestone e.
(xn-1x5am) a [5-12-5 an] from the edge) to ensure proper material overlapping.
Fertilizer: 400 pounds 1 acre of 10-10.10 or equivalent (1e
The straw erosion control blanket shall be S150 BN as manufactured by North American
"These rates also apply when hydroseeding 1, ® (15 ?) © Green, or equivalent The blanket shall have the following properties:
MULCHING Material Content
All slopes greater than 2:1 OR below tap of bank (stream channels) shall be mulched with an erosion control 3s Matrix 100% Straw Fiber (0.50 Ibslyd2) (0.27 kg1m2)
blanket (North American Green SC-150B or equivalent). Blankets shall be anchored in accordance with
manufacturers specifications. - Netting Both sides, Leno woven 100% biodegradable organic jute fiber
(9.30 Ibs/1,0OD ft2 [4.50 kg/100 m2J approximate weight)
Flatter surfaces may be mulched with dry, unchupped, unweathered small grain straw or hay free of seeds of
.
.
competing plants. Spread at the rate of 1.2 tans per acre depending upon the season. Evenly spread mulch over sA
. . Thread Biodegradable
the area by hand or mechanical equipment. Apply mulch uniformly so that 25% of the ground surface is visible.
............. s ...... ... . ......... . ..............
:::::..............
;:::rsr=;:> ::::::::........ 5
Physical Specifications per roll)
"';
<
. Width 6.67 ft
Length 108.00 ft
Weight 53.50 Ibs
Area 80.00 yd2
1. PREPARE SOIL BEFORE INSTAl11NC BLANKETS, INCLUDING ANY NECESSARY APPUGTION OF LIME FERTILIZER, AND S®.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA CELL-O-SIEO MUST BE INSTALLED WITH PAPER SIDE DOWN.
'
'
Stitch Spacing 1b0 inches
(15cm) WIDE TRENCH
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6
(15cm) DEEP X 6
P
0 THE TRENCH
ANCHOR THE
•
D T
OPE PORT
O
-SL
.
WITH APPROXIMATELY 12
HE U
I
N
(3f0cm) OF BLANKET EXTENDED BEYON
BLANKET WITH A ROW OF SSTAKES APPROXIMAY 12-
OF THE TRENCH
APART IN THE
?
.
APPLY SEID TO C
OMPACTED SAND FOLD RE*WNRJC 12' (30cm)
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12' (30an) APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL Wml APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLWKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY RACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEMI STARES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2'-5' (5=-12.5cm) OVERLAP DEPENDING
'

IANKET (BIAIKET BEING
ON BLANKET TYPE
TO ENSURE
PER SEAM ALI
GNMENT, PLACE
OF THE
O

A
INSTALLED ON TOP) EVEN WITH THE
COLORED SEAM i ON THE PREmOuSLY INSTALLED BLANKET
`'
CAR

5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
'
' ,
?N ••
?
• ~•
'
(7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12
(30cm) APART ACROSS ENTIRE
3
BLANKET WIDTH. i
?
'•
i
j•?
SSss/ •S
,
?
? ?

NOTE:
IN LOOSE SOL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN e' (15an) MAY BE NECESSARY To
PROPERLY SECURE THE BLANKETS. 9S
Q
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O 76 +

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14949 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 V
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USA 1-800-772-2a40 cAwLa 11-e00-448-2040
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yZz,
REVISIONS PROJECT* eNP-n4xYARO SCALE: NoTTOSCALE
• STATE OF NORTH CAROLINA W. a.,E ?SCRFTM
STREAMBANK STABILIZATION PROJECT
' DRAWN BY
J
YOUNG DATE: JULY 20, 2005
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
2 .
.
DIVISION OF SOIL AND WATER CONSERVATION VEGETATION SPECIFICATIONS 3 CHECKED 9Y: DATE:
ASHEVILLE REGIONAL OFFICE

D
T
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