20041924 Ver 1_Complete File_20050306

i F \NA
(b? Michael F. Easley, Governor
9 William G. Ross Jr., Secretary
t- North Carolina Department of Environment and Natural Resources
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p - Alan W. Klimek, P.E. Director
' Division of Water Quality
February 11, 2005
DWQ Project # 04-1924
Yancey County
Michele Lawhern, County Manager
Yancey County
Room 11, Courthouse
Burnsville, NC 29714
Subject Property: Bowlens Creek EWP 2004-06, EWP 2004-07
Reissue of Approval of 401 Water Quality Certification with Additional Conditions
Dear Mrs. Lawhern:
In order to correct clerical errors and'`address concerns expressed in regards to this
document, you have our approval through this re-issued authorization, in accordance
with the attached conditions and those listed below, to place fill within or otherwise
impact 2,175 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 December 21, 2004. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Number(s)
3376 (3376). 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 and design that you described in your application. If
you change your project, 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:!lh2o.enr.state,nc.us/ncwetlands
o One
NhCarolma
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Yancey County:
Page 2 of 5
February 11, 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 2, 1 75 feet Bowlens Creek
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.
r Yancey County:
Page 3 of 5
February 11, 2005
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.
7. 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.
8. The channel must 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. 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.
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.
6. 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, unless authorized under Division of Land Resources
Erosion and Sediment Control approval. 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.
Yancey County:
Page 4 of 5
February 11, 2005
9. 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 are not permitted because
they block the floodplain, constrict and accelerate flood flows, and often fail or
impede drainage during large flood events.
10. 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.
11. 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.
12.As long-term stream stability is a concern with -this type of work, it is strongly
recommended that woody vegetation be established along stream banks where
possible. Any riparian vegetation planting should be performed in accordance with
the Guidelines for Riparian Buffer Restoration.
(http://h2o.enr.state.ne.us/wrp/pdf/buffers.pdf )
13. Monitoring
The Permittee shall examine the stabilization work done under this Certification
on an annual basis for three (3) years following the completion of the restoration
efforts. This field evaluation should note the condition and stability of the
measures installed and how well the repair is holding up. A written report must
be provided to DWQ's Asheville Regional Office by June 1St of each year. The
report must describe inspection results, include digital photographs, list the date
of inspection, and describe any needed repairs or corrections.
13.The permittee will provide on-site supervision of stability work including, but not
limited to bank re-sloping, in-stream structure placement, and riparian zone re-
establishment, by an appropriately trained individual.
14.1f pasture along the stream is to be used for grazing, the permittee must inform the
appropriate landowners that cattle should be prohibited from damaging riparian
areas and from de-stabilizing the stream banks and channel.
15. Diffuse Flow
1
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.

Yancey County:
Page 5 of 5
February 11, 2005
16.Water Quality Certification Notifications
The permittee must provide a copy of this issued Water Quality Certification and
attached cover letter to each property owner where the approved work will be
performed.
16.Turbidity Standard
The turbidity standard of 50 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.
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,
Alan W. Klimek, P.E.
AW K/khb
Enclosures: GC 3376
Certificate of Completion
Guidelines for Riparian Buffer Restoration
i
cc: USACE Asheville Regulatory Field Office
DWQ Asheville Regional Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 04-1924.EWP.BowlensCreek.Approval.Reissued.V5
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: -Barnett. Kevin
WQ Supervisor: Forrest WPstall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Yancey County : Bowlens Creek EWP
Project',Number 04 1924
Recvd From APP
Received Date 12/1/04 Recvd By Region
Project Type clearing and debris removal, stream channel
County Yancey
County2
Region Asheville
Certificates Stream
Permit Wetland Wetland- Wetland Stream Class Acres Feet
Type ` Type Impact , Score Index Prim. Supp. Basin Req. Req.
37 _F F Stream PT -@N 7-3-14-3-(1 WSII HQW 40,306. ? 2,175.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y pO N Did you request more info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y Q0 N
Is Mitigation required? p Y I0 N Recommendation: Q Issue I* Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issued-01/10/2005 - ARO - KHB,
cc: Regional Office Page Number 1
Central Office
Facility Name Yancey County : Bowlens Creek EWP
Project Number 04 1924
Comments (continued from page 1):
County Yancey
Regional Contact: Barnett, Kevin
Date:
cc: Regional Office Page Number 2
Central Office
Triage Check List
) la
Date: Projelct Name: ?Je5Z4, A"I_ 6 Z'/Z? !?
DWQ#: C..? q Z I 2!V-
County: To: ARO Kevin Barnett ? WaRO Tom Steffens and Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
? RRO Mike Hor "
From: 12 12 ?' TelePhone : (919)
The file attached is being forwarded to our for your evaluation.
Please call if you need as4stance.
`1
:Stream length impacted 'k
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
6 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: t e L° Y 1?` - ?T hie.-j
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PJVi S J`? ? ? f?,f rz ? ??J ?? ?
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E N G I N E E R I N G & H Y D R O G E O L O G Y
50 COLLEGE STREET, ASHEVILLE, NC 28801
TEL. [phone] FAc.828.281.3351
www.altamontenvironmental.com
December 20, 2004
Ms. Cyndi Caroly
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
DLI-
Subject: Bowlens Creek Revised Pre-Construction Notification Application
Yancey County, North Carolina
Dear Ms. Caroly:
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Attached are six copies of the Bowlens Creek revised Pre-Construction Notification Application for
Section 404 nationwide permit 37, and corresponding DWQ 401 water quality certification. An
additional copy has been delivered to Mr. Kevin Barnett in the North Carolina Department of
Environment and Natural Resources (DENR) Asheville regional office. Exigency work applied for in
this permit includes stream bank stabilization, debris removal, and channel relocation. The primary goal
in conducting the exigency work is to protect property, and to return the channel to pre-flood conditions.
Please note that the application is signed by myself as an authorized agent for Yancey County.
Altamont appreciates the opportunity to provide this revised application. If you would like additional
information, please contact me.
Sincerely,
Stuart A. Ryman, P.G.
Enclosures: PCN - Bowlens Creek
CC: Kevin Barnett-NCDENR Asheville Regional Office
Michele Lawhern - Yancey County Manager
Cliff Vinson - District Conservation Officer NRCS
P:\Yancey County\NRCS EWP\Correspondence\DWQ Bowlens permit letter 122004.doc
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ENGINE'ERIN:G HY.D,ROGE.O
50 COLLEGE STREET, ASHEVILLE, NC 28801
TEL. [phone] FAc.828.281.3351
www.altamontenvironmental.com
December 17, 2004
Mr. Scott McClendon .
US Army Corps of Engineers
151 Patton Avenue
Room 208
Asheville, NC 28801-5006
Subject: Bowlens Creek Revised Pre-Construction Notification Application
Yancey County, North Carolina
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Dear Mr. McClendon:
Altamont Environmental, Inc. (Altamont) is submitting the enclosed information on behalf of Yancey County
(County) in response to your letter dated December 9, 2004; and verbal requests for additional information
during our December 13, 2004 meeting. In your letter you requested plan view sketches and proposed finished
cross-sections for stream reaches that will be relocated as part of the proposed Emergency Watershed
Protection work You also requested that channels not be relocated to the inside of meander bends. Finally,
you requested natural channel design and planting with woody vegetation. In our subsequent meeting you
requested a table with property owner names, extent of work to be done on each land parcel, and design details
for proposed in-stream structures. The enclosed Pre-Construction Notification Application form (PCN) for the
Bowlens Creek site (EWP2004-06 and EWP2004-07) has been revised to address your comments.
Channel relocation is proposed for two sections of Bowlens Creek. Attached to the PCN are figures that
illustrate the proposed Bowlens Creek channel relocation sites. The figures illustrate the approximate pre-flood
channel location and post-flood channel location at the two sections where relocation will occur, as well as
proposed in stream structures. The goal of the channel relocation is to emulate pre-flood channel location and
conditions. Approximate Global Positioning System (GPS) coordinates of pre-flood and post-flood channels
are included on a table in the attached PCN. Before work begins, Altamont will field verify and flag
approximate pre-flood condition center of channel on 25-floot centers, using handheld GPS equipment with an
estimated precision of plus or minus one meter. Typical channel width will be flagged at the same frequency.
Upstream and downstream channel cross-sections and regional curve data for North Carolina Mountains will
be used to define size and shape of channel reconstruction. During construction, Altamont will direct the
contractor's activities to confirm that the channel is being relocated as flagged. Channel cross-sections taken
from upstream and downstream of the discrete channel relocation sections, as well as a target cross-section that
takes into account drainage area and regional curve data are included in the PCN.
Post-flood streambanks upstream and downstream of the sites are steep and unstable. Reconstructed stream
banks will be shaped in a stable manner, keeping channel dimensions generally consistent with existing
upstream and downstream channel cross-sections, as well as the target cross-section. Following construction,
the streambanks will be vegetated to improve stability and reduce erosion. Woody vegetation and native plants
will be utilized where feasible.
On December 10, 2004 NRCS personnel toured various Yancey County EWP sites with representatives of the
County and Altamont. During that tour, the NRCS determined that displaced channels would not be relocated
to the inside of meander bends, provided that this meets the approval of all adjacent property owners. In
P:\Yancey County\NRCS EW Torrespondence\ACOE permit addendum cover letter.doc

Mr. Scott McClendon
December 17, 2004
Page 2 of 2
addition, the NRCS concurs with the U.S. Army Corps of Engineers recommendation to utilize rock vanes and
large angular stone to stabilize the channels and banks in these areas, and to utilize natural channel design
where feasible. The anticipated locations for these structures are shown on the figures and construction details
for in-stream structures attached to the revised PCN.
During various conversations regarding this project you indicated that the U.S. Army Corps of Engineers
requires a list of all affected property owners. During our subsequent meeting on December 13, 2004 you
further indicated that you would like the list to include specific work we propose to undertake on individual
parcels. Table 1 of the PCN lists the affected property owners, mailing addresses, and proposed work on each
property.
To assist you in your review of this application we have also enclosed copies of all correspondence we have
received from the USFW, NCWC, Cultural Resources, and DWQ regarding this project.
If you would like additional information, please contact me at [phone].
Sincerely,
Stuart A. Ryman, P.G.
enclosures: Revised PCN and Associated Figures and Tables
Site Environmental Review Checklists and Associated Correspondence
cc: Michele Lawhern - Yancey County Manager .
Cliff Vinson - District Conservation Officer NRCS
PAYancey County\NRCS EWP\Correspondence\ACOE permit addendum cover letter.doc
Michele P. Lawhern, County Manager
John Renfro, Chairman
Dean Hicks,
Y-A.NCEY COUNTY Blainne
Whitson, Commissioner
County Courthouse, Room 11 • Burnsville, North Carolina 28714
PHONE: [phone] • FAX: [phone] • EMAIL: [e-mail]
November 10, 2004
Altamont Environmental, Inc.
50 College Street
Asheville, North Carolina 28801
Stu,
At the regular monthly meeting of the Yancey County Board of Commissioners last
evening, the enclosed contract for professional services was executed, relative to EWP
Section 216 work. Pursuant to, or in the spirit of the further intent of this contract, this
Yancey County Local Government hereby authorizes Altamont Environmental, Inc. to
sign and execute all necessary permits and coordinate communications with said
i regulatory agencies.
If there should be any questions about the above, please feel free to call me at any time.
Zhe el y,
le P. Law hem
Yancey County Manager
Work: 828/682-3971; Cellular 828/284-0746
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(It any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. 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
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Michele Lawhern, Yancey C91M Manager
Mailing Address: Room 11, Courthouse
Burnsville, NC 29714
Telephone Number: [phone] Fax Number: (828) 6824301
E-mail Address: m.lawhemgcoun manager.yance ct?org
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: Stuart A. Ryman
Company Affiliation: Altamont Environmental, Inc
Mailing Address: 50 College Street
Asheville NC 28801
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: srman(2altamontenvironmental.com
Page 5 of 15
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as toNvns, rimers, 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
draxvinQs 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: Bowlens Creek EWP 2004-06 EWP 2004-07
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): See attached Table 1
4. Location
County: Yancey County Nearest Town: Burnsville
Subdivision name (include phasellot number): N/A
Directions to site (include road numbers, landmarks, etc.): Follow Highway 19E East through
Burnsville After passing Ingles and Texaco on the right turn right on NC Highway 197
South After approximately one mile turn left on Bowlens Creek Road. The project site
begins on the right after approximately 0.5 miles and continues approximately 2 more miles
until the intersection with Stanley's Trail See attached Figure 1.
5. Site coordinates, if available (UTM or Lat/Long): 35° 53'24"N/82' 16' 56" W (approximate
center of project area)
(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. Property size (acres): Multiple - See attached Table 1
7. Nearest body of water (stream/river/sound/ocean/lake): Bowlens Creek
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 http•//h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 15
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The proposed project site consists of light residential, and
agricultural uses. The stream and stream banks were heavily impacted during Tropical
Storms Frances and Ivan. The stream is clogged with woody, rock, and non-native
debris. In some cases the channel has moved significantly from its original location and is
threatening an adjacent property. Additionally, extensive stream bank erosion threatens
the stability of existing structures including houses and bridges.
9. Describe the overall project in detail, including the type of equipment to be used:
Clearing and Debris Removal
Fallen trees limbs dislodged brush and non-native material within the cross section of the
existing or original channel up to and including the debris line shall be removed. Any
foreign debris will be removed. Trees whose near term fall is apparent will be removed.
Live trees designated for removal will be cut three feet above the ground surface, and the
root masses will be left. Disturbance of channel bottom and banks, and equipment access
areas shall be held to the minimum necessary to allow the construction equipment to
remove debris All areas disturbed due to debris removal and equipment access shall be
reshaped and reseeded Access to the channel will be perpendicular to the channel so cutting
of trees is held to a minimum with precaution taken to protect mast production and stream
canopy trees. Dead trees that provide den habitat and are determined to pose no hazard to
the channel shall be protected. A stream area debris conceptual drawing is attached as
Figure 2.
Stream Channel and Streambank Restoration
When possible excavation equipment will access deposition areas at a safe distance from
the streambank and do not need to track into the stream channel. Material excavated from
these deposition areas can generally be placed with only one motion of the excavation
equipment. Most of these sites include a steep eroded streambank opposite or adjacent to
the deposition area. Where there does exist an eroded streambank in the vicinity of these
deposit areas the material removed from this area will be used to stabilize the streambank.
Where suitable material is available rock vanes and root wads will be installed in the
restored bank section to. reduce bank stress and provide stability to the unconsolidated fill
(typical structure cross-sections and plan views are included in Figure re 3). At sites where
there is no eroded streambank in the immediate vicinity, the excavated material will be used
to strengthen the natural berm of the streambank or will be hauled off site. In no case shall
the deposited material be placed at an elevation higher than the existing streambanks.
In cases when the channel has relocated it will be necessary to re-establish the stream
channel to its pre-flood location and capacity. The post-flood and pre-flood channel
locations for the Bowlens Creek site are shown in Figure 4. Two proposed channel
relocation sites are shown in plan view with associated structures and channel locations in
Figures 5 and 6. Work in these cases shall proceed from downstream to upstream to reduce
sediment loading. Target restored channel dimensions have been established using regional
reference data from appropriate, nearby stable or nearly stable sections. The restored profile
and facet slopes will be established in the field using site elevation data and appropriate
Page 7 of 15
nearby reference profile data The restored channel pattern will be determined using field
indicators aerial photographs and interviews with landowners. Where suitable material is
available rock vanes and root wads will be installed in the restored bank section to reduce
bank stress and provide stability to the unconsolidated fill. In several cases where a major
channel shift has occurred all streamflow can be diverted into the flood channel allowing
for all restoration work to be performed in the dry bed of the original channel. In cases
where the original and flood channels overlay work shall begin by re-establishing a narrow
diversion channel at the approximate location of the original channel. Excavation of the
channel shall begin at the downstream edge of the deposition area and will progress
upstream Material excavated from this channel will be placed at the waters edge between
the existing stream flow and the new channel. Care will be taken to maintain an adequate
berm area to prevent the flow of the stream from entering the channel being excavated.
When the excavation reaches the upstream edge of the deposition area the stream flow shall
be turned into the re-established channel. A berm will then be established to block as much
of the flow as possible from moving through the flood scoured channel. Once flow is
diverted to the re-established channel and the flood scoured channel is reduced to a
minimum flow the re-establishment of the full original capacity of the stream and
stabilization of the eroded streambank will begin. Beginning at the most downstream point
of the deposition area. the material will be moved to the outside of the curve to re-establish
the original stream location and capacity. Care shall be taken to move the material in such a
manner as to minimize sedimentation As the material is moved to its final position on the
outside of the curie the streambank shall be sloped to a stable slope. Large rock
encountered during this phase of the excavation shall be placed at the toe of the slope, used
to construct vane structures or used to anchor root wads to protect unconsolidated fill. As a
fmal operation the berm placed at the upstream end of the channel shall be removed.
At no time will excavation proceed below the normal channel bottom depth. To avoid
overdeeping the channel the contractor will determine grade control by surveying channel
elevations upstream and downstream of the subject reach prior to beginning repair work.
The maximum allowable depth of excavation in the affected reach will be determined based
on these reference elevations During construction the contractor will be required to
maintain grade control to avoid excavating deeper than the approved maximum depth.
A typical existing upstream and downstream cross-section for those channel sections that
will be relocated is included in Figure 7 The cross sections depict conditions within
channel areas that are immediately outside the reach that will relocated. A target post-
restoration cross-section is included in Figure 8. Target channel dimensions were derived
by determining the drainage area (approximately 4.5 square miles) and using regional
curves found in "Bank-full Regional Curves for North Carolina Mountain Streams"
(HarmanW.A. et a] 2002) Using the referenced information a watercourse in the North
Carolina Mountains with a drainage area of approximately 4.5 square miles, has a typical
cross sectional area at bankfull stage is between 37-43 square feet, a bankfull width of
approximately 18-22 feet and a typical bankfull mean depth of 1.7 - 2 feet. Channel
dimensions have been chosen such that the cross-sectional area is within the aforementioned
Page 8 of 15
range. The specific channel width and depth will be dependent on physical constraints such
as roads and existing streambanks.
Equipment that may be used to accomplish the above listed tasks include; Rubber tired
skidders, 15 ton dump truck, hydraulic track mounted excavator with thumb, and chainsaws.
10. Explain the purpose of the proposed work:
Exigency work to protect existing property and structures. Stabilize streambanks to
prevent further erosion and sedimentation.
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.
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.
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.
1. Provide a written description of the proposed impacts:
Page 9 of 15
Proposed impacts include limited streambed disturbance, debris removal, and stream bank
stabilization.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

I
I
i 1
i
I
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading,
excavation, flooding, ditchino`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 FENIA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htta ',%%iNiv.femarov.
*** List a «etland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bos etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: None
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Average Width
Stream Impact Length of of Stream
Site Number Impact (linear Stream Before Impact Perennial or
indicate on ma Type of Impact* feet Name" ft Intermittent?
Stream Bank Stabilization, Bowlens
1 Debris Removal 100 Creek 25 Perennial
Stream Bank Stabilization,
Channel Realignment, Bowlens
2 Debris Removal 300 Creek 25 Perennial
Bowlens
3 Stream Bank Stabilization 100 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
4 Channel Realignment 400 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
5 Debris Removal 300 Creek 25 Perennial
Bowlens
6 Debris Removal 100 Creek 25 Perennial
Page 10 of 15
Stream Bank Stabilization, Bowlens
7 Debris Removal 200 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
8 Debris Removal 200 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
9 Debris Removal 50 Creek 25 Perennial
Bowlens
10 Stream Bank Stabilization 75 Creek 25 Perennial
Bowlens
11 Debris Removal 100 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
12 Debris Removal 150 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
s
13 Debris Removal 100 Creek 25 Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.Qov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tooozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 2,175
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.
Page 11 of 15
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-dovvn 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 INUnimization)
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.
When at all possible equipment will be kept out of the stream channel, stream crossings will be
minimized and no excavation will be done below the existing channel bed. When at all
possible stream material will be moved from dry areas to banks minimizing the movement of
wet (or below water line) stream material Restored channel dimensions and profile will be
determined by evaluating appropriate nearby stable or nearly stable reference sections, regional
curve information and suitable reference data from the consultants reference library. Specific
attention will be given to the establishment of bankfull benches and appropriate bedform
sequencing throughout the restored areas. The temptation to create a wide shallow channel
will be avoided Any channel relocation activities shall be limited to returning the channel to
pre-storm conditions Temporary and/or permanent herbaceous vegetation shall be planted on
all bare soil within 15 days of ground disturbing activities Rocky material shall not be used for
bank stabilization above the normal high water mark.
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
andror upland vegetated buffers to protect open waters such as streams; and replacing losses of
Page 12 of 15
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.ne.us/ncwetlands/strmgide.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.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 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 (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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)?
Page 13 of 15
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 ',\TEPA 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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NC AC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 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.
XI. Stormwater (required by DWQ)
Page 14 of 15
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.
Impervious acreage will not change.
Erosion and sedimentation prevention and control will be maintained throughout this project
primarily through pier water management construction sequencing proper staging an
stockpiling of materials, and the maintenance at all times of suitable channel capacity for
expected flow events. No equipment fuels lubricants or other potential sources of water
pollution will be stored in areas that could be flooded during this project
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.
Portable facilities shall be provided at the work site.
XM. Violations (required by DWQ)
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).
N/A
-L--*- "' - I /_ I // ZZ 17,Lo
Applicant/Agent's Signat re Date
(Agent's signature is valid only if authorization letter from the applicant is provided.)
Page 15 of 15
Table 1
Affected Parcels
Bowlens Creek
Yancey County, North Carolina
MAP ID OWNER ADDRESS CITY STATE ZIP CHANNEL STEAMBANK ROCK DEBRIS WOODY DEBRIS COMMENTS
REALIGNMENT STABILIZATION REMOVAL REMOVAL
9 YOUNG FLORENCE 1175 Clear Creek Road Marion NC 28752 • • 50-feet of streambank
50 BANKS JOHN C & RUTH P.O. Box 634 Burnsville NC 28714 300-feet of channel realignment
• • • • and installation of J Hooks and
Cross Vanes
51 BANKS KENNETH L & IRENE O 534 Bolens Creek Road Burnsville NC 28714 North side of Bowlens Creek
• • • • from Parcel ID 50 (see Map ID
50 comments)
52 HENSLEY EDGAR B 638 Bolens Creek Road Burnsville NC 28714 400-feet of streambank
• •
stabilization on left bank (L.B.)
54 BANKS IRENE 534 Bolens Creek Road Burnsville NC 28714 80-feet of streambank
• •
stabilization on L.B.
55 COX LOLA MRS VIRGIL 201 Hummingbird Lane Burnsville NC 28714 • • _
• • 25-feet of channel realignment
65 BUCHANAN BELINDA HENSLEY 108 Harvest Drive Burnsville NC 28714 30-feet of channel realignment
• • • and installation of Cross Vanes
66 HENSLEY VANCE ESTATE P.O. Box 63 Burnsville NC 28714 400-feet of channel realignment
• • • and installation of Cross Vanes
69 RAY NORMAN & JULIA A QUINN 1928 Bolens Creek Road Burnsville NC 28714 100-feet of streambank
ETAL • • • stabilization on L.B.
75 RAY ROY 901 Bolens Creek Road Burnsville NC 28714 100-feet of streambank
• • •
stabilization on R.B.
90 PULVER P JAY & BEATRICE P 11201 80th Avenue, Apt. 210 Seminole FL 33772 50-feet of streambank
• •
stabilization on L.B.
95 JOHNSON BURDETTE c/o Jerry Johnson, 249 Burnsville NC 28714 50-feet of streambank
Johnson Cove Road • • stabilization on R.B.
105 PULVER P JAY & WIFE 11201 80th Avenue, Apt. 210 Seminole FL 33772 50-feet of streambank
• •
stabilization on RB and LB
113 HONEYCUTT HARVEY KERMIT & 48 Sage Lane Burnsville NC 28714 150-feet of streambank
BARBARA C • • stabilization on RB and LB
141 MCFARLING JOHN M & LINDA K 39 Pisgah Mine Road Burnsville NC 28714 50-feet of streambank
• stabilization on RB and LB
146 BOLENS CREEK BAPTIST CHRUCH Bolens Creek Road Burnsville NC 28714 50-feet of streambank
•
stabilization on RB and LB
148 HUBBERT GERALDINE R & BETTY 10287 Hwy 197 South Burnsville NC 28714

RUTH WIL •
Wood debris removal
153 HALL DEWEY HUGH Bolens Creek Road Burnsville NC 28714 • Woody debris removal
168 KOCH THOMAS B 1604 Bolens Creek Road Burnsville NC 28714 50-feet of streambank
• •
stabilization on RB and LB
169 BANKS EVA C 636 Bolens Creek Road Burnsville NC 28714 50-feet of streambank
• •
stabilization on RB and LB
195 SILVERS DONALD D & CAROLYN Rt. 6, Box 274 Burnsville NC 28714 100-feet of streambank
• •
stabilization on LB
199 LASSITER DAVID Rt. 6, Box 275 Burnsville NC 28714 50-feet of streambank
• •
stabilization on RB
200 RAY JAMES M & VIRGINIA 1928 Bolens Creek Road Burnsville NC 28714 _ 50-feet of streambank
• • stabilization on LB
P:\Yancey County\NRCS EWP\Emergency Repairs\Bowlens Creek\parcels_bowlens_acoe Page 1 of 1
Table 2
Coordinates of Proposed Stream Realignment
Bowlens Creek
Yancey County, North Carolina
Stream Impact Site No. 2
STATION EASTING NORTHING
25 1025497.37 798479.10
50 1025509.32 798456.79
75 1025520.49 798433.68
100 1025535.61 798414.56
125 1025556.33 798399.42
150- 1025573.06 798385.87
175 1025585.01 798361.97
200 1025595.37 798339.66
225 1025607.33 798318.94
250 1025621.67 798299.02
275 1025637.60 798278.30
300 1025657.52 798263.96
325 1025678.24 798250.42
350 1025702.14 798242.45
11 375 1025726.85 798234.48
Stream Impact Site No. 4

25 1026302.48 798110.51
50 1026314.42 798089.01
75 1026320.75 798068.71
100 1026339.50 798046.01
125 1026352.64 798024.52
150 1026364.58 798001.82
175 1026372.94 797980.33
200 1026388.47 797960.01
225 1026399.21 797936.14
250 1026408.77 797918.22
275 1026421.91 797893.14
300 1026429.07 797877.62
325 1026441.01 797857.31
350 1026448.18 797832.23
375 1026457.74 797809.54
400 1026468.48 797785.66
425 1026476.84 797761.77
450 1026488.79 _ 797740.27
475 1026498.34 797718.77
500 1026509.09 797694.89
525 1026521.03 797674.58
550 1026532.98 7 7650. 0
Notes: 1) Coordinates represent points on 25-foot longitudinal centers from pre-storm chann
as interpreted from aerial photography.
2) Coordinates are in North Carolina State Plane feet.
P:\Yancey County\Analytical Data\stream_coords_bowlens Page 1 of 1
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Numbers
December 17, 2004 E N G I N E E R I N- G & H' Y O. R O G E O' L O G Y
USGS Burnsville Quadrangle 50 COLLEGE STREET, AsHEVR.LE, NC 28801
TEL. [phone] FAc.828.281.3351
Bowlens Scale 1 inch = 20 Creek feet www.altamontenvironmental.com
Yancev Countv. North Carolina
PATemplatesTigures in WordTigure Border.doc
PRE-STORM CONDITION
(I NORMAL WATER LEVEL
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i ORIGINAL STREAM BOTTOM
AFTER-STORM CONDITION

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50 COLLEGE STREET, ASHEVILLE, TIC 28801
TEL.[phone] FAC.828.281.3351
wevw. alt amontenvironmental. com
DRAWN BY: ZAN PRICE
PROJECT MANAGER: STUART RYMAN SCALE
CLIENT: YANCEY COUNTY NOT TO SCALE
DATE: NOVEMBER 11, 2004
STREAM AREA DEBRIS FIGURE
REMOVAL CONCEPTUAL
EMERGENCY WATERSHED PROTECTION 2
YANCEY COUNTY, NORTH CAROLINA
CROSS SECTION VIEW
PROFILE VIEW
TYPICAL J HOOK DETAIL
NOT TO SCALE
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50 COLLEGE STREET, ASIIE%TLLE, NC 28801
TEL.[phone] FAC.828.281.3351
ww .allamontenvfronmental.wm
SOURCE: APPLIED ECOLOGICAL SERVICES, INC
DATE
DRAWN BY: ZAN PRICE
PROJECT MANAGER: STUART A. RYMAN
CLIENT: YANCEY COUNTY
DESCRIPTION BY CHK APV DATE: DECEMBER 17, 2004
SCALE:
NOT TO SCALE
TRENCHED IN 3' MIN.
AND COVERED
SILL MUST BE TIED IN TO
BANKFULL ELEVATION
TYPICAL J HOOK AND
CROSS VANE DETAILS
FIGURE
EMERGENCY WATERSHED PROTECTION
BOWLENS CREEK
YANCEY COUNTY, NC
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LEGEND Figure 4
^f- Surface water ENVIRONMENTAL, ALTAMONT - - I - - Approximate post-flood stream location Bowlens Creek E N G I N E E R I N G & H Y D R O G E O L O G Y
Road EWP Project Area so COLLEGE sT1irET, ASHEVILLE, NC 28801
TEL. [phone] I- AC. 828.281.3351
Property boundary of affected parcels EWP 2004-06 and EWP 2004-07 s+ ww.altamontenvironmental.com
0 500 1,000 2,o?eet Yancey County, North Carolina y y >; t
P:\Yance Count Ti ures\Bowlens_ parcels 12-07-04

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Proposed cross vane
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LEGEND Figure j
-mot. Proposed channel realignment Bowlens Creek ALTAMO - NT ENVIRONMENTAL, INC.
Approximate post-flood stream location E N G I N E E R I N G & H Y D R O G E O L O G Y
Road Proposed Channel Realignment 50 COLLEGE STREET. ASHEVILLE, NC 28801
TEL. [phone] FAC.828.281.3351
Property boundary Stream Impact Site No. 2 www.altan,antenvuonn,eiitaLcorn
P:\1'ancey County\Figures\I3owlens_parcels 12-07-04
0 50 100 20Feet Yancey County, North Carolina

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LEGEND Figure 6
--r - Proposed channel realignment Bowlens Creek ALTAMONT ENVIRONMENTAL, INC.:!
Approximate post-flood stream location
E N G I N E E R I N G & H Y D R 0 G E O L O G Y
Road Proposed Channel Realignment 50 COLLEGE STREET, ASIfEVILLE, NC 28801
TEL. [phone] FAC.828.281.3351
Property boundary Stream Impact Site No. 4 www.altamontenviromnental.com
0 50 100 200
Feet Yancey County, North Carolina P.\Yancey County Tigui-es\Bowlens_pareels 12.07.04
Figure 7. Existing Channel Cross-Section on Bowlens Creek
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Width (feet)
P:\Yancey CountyWRCS EWP\
Emergency Repairs\Bowlens Creek\Cross Sections.As Altamont Environmental, Inc Page 1 of 1
Figure 8. Target Post-Construction Cross Section of Bowlens Creek
14
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PAYancey County\NRCS EWP\
Emergency Repairs\Bowlens Creek\Cross Sections.As Altamont Environmental, Inc Page 1 of 1
E N G I N E E R I N G & H Y D R O G E O L O G Y
50 COLLEGE STREET, ASHEVILLE, NC 28801
TEL. [phone] FAc.828.281.3351
www.altamontenvironmental.com
November 18, 2004 0
Ms. Cyndi Caroly DEC o 2004
Division of Water Quality r Lea"r"< QUALITY
401 Wetlands Unit a"meTL #;; "'n ??O,r?,;lQgAL Br gy?H
1650 Mail Service Center 0419 2 4
Raleigh, NC 27699-1650
Subject: Yancey County EWP Pre-Construction Notification Applications
Dear Ms. Caroly:
Attached are six applications for Section 404 nationwide permit 37, and corresponding DWQ 401 water
quality certification. Exigency work applied for in these permits includes stream bank stabilization,
debris removal, and channel relocation. The primary goal in conducting the exigency work is to protect
property, and to return the channel to pre-flood conditions. Please note that the applications are signed
by myself as an authorized agent for Yancey County. A letter of authorization will follow.
Altamont appreciates the opportunity to provide these applications. If you would like additional
information, please contact me.
Sincerely,
PAYIN11 ENT
RECEIVED
Stuart A. Ryman, P.G.
Enclosures: PCN -White ak Creek
PCN - Long Branch
PCN - Cane River
PCN - Cattail Creek
PCN - Bowlens Creek
PCN - Ayles Creek
CC: Michele Lawhern - Yancey County Manager
Cliff Vinson - District Conservation Officer NRCS
P:\Yancey County\NRCS EWP\Correspondence\DWQ permit cover letter.doc
FILE CDPV
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ N041924
\+i -.Y FU UL UICU 1LG111 1J 11U1 UPP11000X to uus project, please enter -Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
p ® Section 404 Permit ? Riparian or Watershed Buffer Rules
RA,? i PJENT ? Section 10 Permit
? Isolated Wetland Permit from DWQ
RECEIVED ® 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: ?
H. Applicant Information
Owner/Applicant Information
Name:
Y
a??
Telephone Number: [phone] Fax Number: (828) 6824301
E-mail Address:_ m.lawhem@countymaner ya cg cy ounty ors
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/app i
Name: Stuart A. Rvman IA( ? L n ??
Company Affiliation: Altamont Environmental, Inc
Mailing Address: 50 College Street 1 2QQ4
Asheville NC 28801 ?,.
?ET1,;r:CSf?'dD 7r,? ?a,UAU7-y
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: srymangaltamontenvironmental.com
Page 5 of 15
Mailing Address: Room 11, Courthouse 9 2004
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: Bowlens Creek EWP 2004-06 EWP 2004-07
2. T.I.P. Project Number or State Project Number (NCDOT Only): NIA
3. Property Identification Number (Tax PIN): See attached Table 1
4. Location
County: Yancey County Nearest Town: Burnsville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Follow Hi_hwy y 19E East through
Burnsville After passing_Ingles and Texaco on the right turn right on NC Highway 197
South After approximately one mile turn left on Bowlens Creek Road. The project site
begins on the ri4ht after approximately 0.5 miles and continues approximately 2 more miles
until the intersection with Stanley's Trail See attached Figure 1
5. Site coordinates, if available (UTM or Lat/Long): 35° 53' 24" N/82° 16' 56" W (approximate
center of project area)
(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. Property size (acres): :Multiple - See attached Table 1
7. Nearest body of water (stream/river/sound/ocean/lake): Bowlens Creek
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 http //h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 15
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:The proposed project site consists of light residential, and
agricultural uses. The stream and stream banks were heavily impacted during Hurricanes
Frances and Ivan. The stream is clogged with woody, rock, and non-native debris. In
some cases the channel has moved significantly from its original location and is
threatening an adjacent property. Additionally, extensive stream bank erosion threatens
the stability of existing structures including houses and bridges.
9. Describe the overall project in detail, including the type of equipment to be used:
Clearing and Debris Removal
Fallen trees, limbs and dislodged brush within the cross section of the existing or original
channel up to and including the debris line shall be removed. Any foreign debris will be
removed. Trees whose near term fall is apparent will be removed. Live trees designated for
removal will be cut three feet above the ground surface, and the root masses will be left.
Disturbance of channel bottom and banks, and equipment access areas shall be held to the
minimum necessary to allow the construction equipment to remove debris. All areas
disturbed due to debris removal and equipment access shall be reshaped and reseeded.
Access to the channel will be perpendicular to the channel so cutting of trees is held to a
minimum with precaution taken to protect mast production and stream canopy trees. Dead
trees that provide den habitat and are determined to pose no hazard to the channel shall be
protected. A stream area debris conceptual drawing is attached as Figure
Stream Channel and Streambank Restoration
When possible excavation equipment will access deposition areas at a safe distance from
the streambank and do not need to track into the stream channel. Material excavated from
these deposition areas can generally be placed with only one motion of the excavation
equipment. Most of these sites include a steep eroded streambank opposite or adjacent to
the deposition area. Where there does exist an eroded streambank in the vicinity of these
deposit areas, the material removed from this area will be used to stabilize the streambank.
Where suitable material is available rock vanes and root wads will be installed in the
restored bank section to reduce bank stress and provide stability to the unconsolidated fill.
At sites where there is no eroded streambank in the immediate vicinity, the excavated
material will be used to strengthen the natural berm of the streambank or will be hauled off
site. In no case shall the deposited material be placed at an elevation higher than the
existing streambanks.
In cases when the channel has relocated it will be necessary to re-establish the stream
channel to its pre-flood location and capacity. Work in these cases shall proceed from
downstream to upstream to reduce sediment loading. Restored channel dimensions will be
established in the field using reference data from appropriate, nearby stable or nearly table
sections. The restored profile and facet slopes will be established in the field using site
elevation data and appropriate nearby reference profile data. The restored channel pattern
will be determined using field indicators, aerial photographs, and interviews with
landowners. Where suitable material is available rock vanes and root wads will be installed
in the restored bank section to reduce bank stress and provide stability to the unconsolidated
fill. In several cases where a major channel shift has occurred, all streamflow can be
Page 7 of 15
diverted into the flood channel allowing for all restoration work to be performed in the dry
bed of the ori_inal channel In cases where the original and flood channels overlap, work
shall begin by re-establishing a narrow diversion channel at the approximate location of the
original channel Excavation of the channel shall begin at the downstream edge of the
deposition area and will progress upstream Material excavated from this channel will be
placed at the waters edge between the existing, stream flow and the new channel. Care will
be taken to maintain an adequate berm area to prevent the flow of the stream from entering
the channel being_ excavated When the excavation reaches the upstream edge of the
deposition area. the stream flow shall be turned into the re-established channel. A berm will
then be established to block as much of the flow as possible from moving through the flood
scoured channel. Once flow is diverted to the re-established channel and the flood scoured
channel is reduced to a minimum flow the re-establishment of the full original capacity of
the stream and stabilization of the eroded streambank will begin. Beginning at t he most
downstream point of the deposition area the material will be moved to the outside of the
curve to re-establish the original stream location and capacity. Care shall be taken to move
the material in such a manner as to minimize sedimentation. As the material is moved to its
final position on the outside of the curve the streambank shall be sloped to a stable slope.
Large rock encountered during this phase of the excavation shall be placed at the toe of the
slope used to construct vane structures or used to anchor root wads to protect
unconsolidated fill As a final operation the berm placed at the upstream end of the channel
shall be removed At no time will excavation proceed below the normal channel bottom
depth-
A stream channel and streambank restoration conceptual drawing is attached as Figure 3.
Equipment that may be used to accomplish the above listed tasks include; Rubber tired
skidders 15 ton dump truck hydraulic track mounted excavator with thumb, and chainsaws.
10. Explain the purpose of the proposed work:
Exigency work to protect existing, property and structures. Stabilize streambanks to
prevent further erosion and sedimentation.
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.
NIA
Page 8 of 15
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.
No
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.
1. Provide a written description of the proposed impacts:
Proposed impacts include limited streambed disturbance debris removal and stream bank
stabilization.
2. Individually list wetland impacts below:
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 hqp://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.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: None
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Page 9 of 15
Average Width
Stream Impact Length of of Stream
Site Number impact (linear Stream Before Impact Perennial or
indicate on ma Type of Im act* feet Name" ft Intermittent?

Stream Bank Stabilization, Bowlens
1 Debris Removal 100 Creek 25 Perennial
Stream Bank Stabilization,
Channel Realignment, Bowlens
2 Debris Removal 300 Creek 25 Perennial

( Bowlens
3 I Stream Bank Stabilization 100 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
i 4 Channel Realignment 400 Creek 25 Perennial
t
Stream Bank Stabilization,
Bowlens
5 Debris Removal 300 Creek 25 Perennial
Bowlens
6 Debris Removal 100 Creek 25 Perennial

Stream Bank Stabilization, Bowlens
7 Debris Removal 200 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
8 Debris Removal 200 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
9 Debris Removal 50 Creek 25 Perennial
Bowlens
10 Stream Bank Stabilization 75 Creek 25 Perennial
Bowlens
11 Debris Removal 100 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
12 Debris Removal 150 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
13 Debris Removal 100 Creek 25 Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
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.
** Str= 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
w.tilt.us.oov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
v.-%v%v.^_arguestcem etc.).
Page 10 of 15
Cumulative impacts (linear distance in feet) to all streams on site: 2,175
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma
( )
Type of Impact* Area of
Impact

(acres)
(if Name applicable) Water) 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.
5. 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.
When at all possible equipment will be kept out of the stream channel, stream crossings will be
minimized, and no excavation will be done below the existing channel bed. When at all
possible stream material will be moved from dry areas to banks, minimizing the movement of
wet (or below water line) stream material. Restored channel dimensions and profile will be
determined by evaluating appropriate, nearby stable or nearly stable reference sections, regional
curve information, and suitable reference data from the consultants reference librm. Specific
attention will be given to the establishment of bankfull benches and appropriate bedform
sequencing throughout the restored areas. The temptation to create a wide shallow channel
Page I I of 15
will be avoided Any channel relocation activities shall be limited to returning the channel to
pre storm conditions Temporary and/or permanent herbaceous vegetation shall be planted on
all bare soil within 15 days of around disturbing activities Rocky material shall not be used for
bank stabilization above the normal hip-h water mark.
VM. Alitioation
71.1
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/strmu?ide.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.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
Page 12 of 15
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 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 (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 (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.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
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 13 of 15
Zone* Impact
(square feet) Multiplier Required
Miti ation
f 1 3
2 i 1.5
Total
" 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 2B .0212 or .0260.
M. Stormwater (required by DWQ)
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.
Impervious acreage will not change
Erosion and sedimentation prevention and control will be maintained throughout this project
primarily through proper water management construction sequencing proper staging and
stockpiling of materials and the maintenance at all times of suitable channel capacity for
expected flow events No equipment fuels lubricants or other potential sources of water
pollution will be stored in areas that could be flooded during this project
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.
Portable facilities shall be provided at the work site
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 14 of 15
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).
/9-d Y
Applicant/Agent'd Signature Date
(Agent's signature is vali? only if an authorization letter from the applicant is provided.)
Page 15 of 15
Table 1- Bowlens Creek Property Owner Information
PARCEL ID PIN OWNER AREA
42 072900581433000 BANKS MICHAEL D & BEVERLY B 1.97
50 072900583282000 BANKS JOHN C & RUTH 2.77
51 072900586262000 BANKS KENNETH L & IRENE O 0.76
52 072900577678000 HENSLEY EDGAR B 6.56
54 072900588181000 BANKS IRENE 0.73
55 072900573641000 COX LOLA MRS VIRGIL 13.75
57 072900681210000 RICKER DORIS JEAN 0.06
65 072900673467000 BUCHANAN BELINDA HENSLEY 2.38
66 072900577264000 HENSLEY VANCE ESTATE 17.71
67 072900678655000 WALLACE LOUISE S TRUSTEE 4.02
69 072900663511000 RAY NORMAN & JULIA A QUINN ETAL 31.23
70 072900569603000 DIVERS MARY E 16.86
71 072900773922000 BULLOCK JAMES R & DIANNE RICHARDSON 12.22
73 072900771319000 RICHARDSON DAINNE ADAMS 1.00
75 072900777976000 RAY ROY 17.79
90 072900761710000 PULVER P JAY & BEATRICE P 1.23
95 072900766832000 JOHNSON BURDETTE 2.23
105 072900760467000 PULVER P JAY & WIFE 3.36
113 072900753971000 HONEYCUTT HARVEY KERMIT & BARBARA C 16.52
132 072900759861000 STRICKLIN STEPHEN & KATHY 1.73
133 072900850500000 UNCAPHER SCOTT R & BONITA J 0.96
141 072900855152000 MCFARLING JOHN M & LINDA K 22.31
142 072900758340000 BOLENS CREEK BAPTIST CHURCH 0.97
145 072900643373000 RAY ROY & JAMES ETAL 33.31
146 072900747990000 BOLENS CREEK BAPTIST CHRUCH 2.00
148 072900745484000 HUBBERT GERALDINE R & BETTY RUTH WIL 12.50
153 072900841418000 HALL DEWEY HUGH 1.38
159 072900539592000 RIDDLE BILLY RAY 61.43
166 072900747192000 KOCH SUSAN WARNER & THOMAS BRYANT 1.82
167 072900732801000 RAY ROY & JAMES ETAL 2.87
168 072900735811000 KOCH THOMAS B 3.50
169 072900738815000 BANKS EVA C 0.85
173 072900739180000 ANGLIN DAN L & DON G ANGLIN 15.29
181 072900734452000 HALL JARROD D & VANESSA R 0.53
182 072900733123000 RIDDLE BILL & -JUDY 3.37
188 072900730086000 RAY OLETA LIFE ESTATE 0.66
191 072900629985000 RAY OLETA LIFE ESTATE 0.73
192 072900730086000 RAY OLETA LIFE ESTATE 0.66
193 072900629985000 RAY OLETA LIFE ESTATE 0.73
195 072900627783000 SILVERS DONALD D & CAROLYN 0.67
199 072900629560000 LASSITER DAVID 1.23
200 072900623456000 RAY JAMES M & VIRGINIA 10.88
215 072900616820000 RIDDLE VERNON M & ENA K 13.59
219 072900618980000 DAILEY WILLIAM J SR & CAROL ANN TRUS 0.60
236 072900616820000 RIDDLE VERNON M & ENA K 13.59
257 072900615065000 RIDDLE VERNON M & ENA K 23.83
262 072900711392000 RIDDLE BEN & DOROTHY 2.40
267 072900712111000 SUTTON CLIFFORD L & BARBARA C TRUSTE 1.71
286 072900700997000 HOGAN WILLIAM V & SANDRA L 0.89
288 072900710050000 ANGLIN JULIA MRS 0.07
291 072900700823000 RIDDLE BEN & DOROTHY 0.53
298 072900700659000 RIDDLE JOHN C 0.61
310 072900700588000 PRESNELL JACK 0.57
315 072900700497000 PRESNELL FAYE 0.55
319 072900701400000 PRESNELL FAYE 0.14
322 072900703151000 PRESNELL JACK 1.52
C3

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Figure 1
Site Location Map with Stream Impact Site
Numbers
November 12,2004 ENGINEERING & H Y D R 0 G E 0 L 0 G Y
USGS Burnsville Quadrangle 50 COLLEGE STREET, ASHEviLLE, NC 28801
Scale 1 inch = 2000 feet TEL. [phone] FAc.828.281.3351
Bowlens Creek www.altamontenvironmental.com
Yancev Countv, North Carolina
PATemplatesTigures in WordTigure Border.doc
/ PRE-STORM CONDITION
CHANNEL TOP OF BANK

z " ROCK DEBRIS
- z
r ?
V1 RESTORED CONDITION
1 fa
RESTORED STREAM BOlT01`1
I
t
TYPICAL CROSS SECTION
SOURCE: USDA NRCS CONSTRUCTION SPECIFICATION 400 - STREAM AREA DEBRIS REMOVAL
fflff
STREAM AREA DEBRIS FIGURE
E-N'G-IN E E. R I N G •.&.° -Y D.-R'O G EA LREMOVAL CONCEPTUAL
50 COLLEGE STREET, ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351
w,,vw.altamontenvironmental.com
DRAWN BY: ZAN PRICE
PROJECT MANAGER: STUART RYMAN SCALE
CLIENT: YANCEY COUNTY NOT TO SCALE
DATE: NOVEMBER 11, 2004
EMERGENCY WATERSHED PROTECTION 2
YANCEY COUNTY, NORTH CAROLINA
Channel Bank
1
Original Stream Bottom
Rock Erasion Debris
Eroded Area
BEFORE
Restored Stream Bottom Eroded Rock Debris Backfill1 Q QQOQ O
1.5 O O O
o 0000
00 00
OOo QOO
AFTER
TYPICAL CROSS SECTION
SOURCE: USDA NRCS CONSTRUCTION SPECIFICATION 480 - STREAM CHANNEL AND STREAMBANK RESTORATION
STREAM CHANNEL AND FIGURE
ENGIN.EE'R.INO.FB,:<HYOR OEE.OL'OGY STREAM BANK RESTORATION
50 COLLEGE STREET, ASHEVILLE, NC 28801 CONCEPTUAL
TEL.[phone] FAC.828.281.3351
www.altamontenvironmental. com
EMERGENCY WATERSHED PROTECTION
DRAWN BY: ZAN PRICE YANCEY COUNTY, NORTH CAROLINA
PROJECT MANAGER: STUART RYMAN SCALE
CLIENT: YANCEY COUNTY NOT TO SCALE
DATE: NOVEMBER II, 2004
Office Use Only: 041924 Form Version May 2002
USACE Action ID No. DWQ No.
kally P41 «uular uetn is not appllcaole to tors project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
N Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
N 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 Wetlands Restoration Program (NC)ARP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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

Owner/Applicant Information JLW'`5Lr'? V
Name: Michele jAmterri, Yance Co in Manager D
Mailing Address: Room 11, Courthouse
Burnsville NC 29714 vx- RE - WAT
?MYVgTER gRe ,?,?
Telephone Number: [phone] Fax Number: (828) 6824301
E-mail Address: m.lawhein@countymanaaenyanceycounty ors
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/al c-???
Name: Stuart A. R an
a
Company Affiliation: Altamont Environmental Inc
Mailing Address: 50 College Street 1 2004
Asheville NC 28801
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 5 of 15
M. 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: Bowlens Creek EWP 2004-06 EWP 2004-07
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): See attached Table 1
4. Location
County: Yancey County Nearest Town: Burnsville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Follow Highway 19E East through
Burnsville After passing Ingles and Texaco on the right turn right on NC Highway 197
South After approximately one mile turn left on Bowlens Creek Road. The project site
begins on the right after approximately 0.5 miles and continues approximately 2 more miles
until the intersection with Stanley's Trail See attached Figure 1
5. Site coordinates, if available (IT Ivf or Lat/Long): 35° 53' 24" N/82° 16' 56" W (approximate
center of project area)
(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. Property size (acres): Multiple - See attached Table 1
7. Nearest body of water (stream/river/sound/ocean/lake): Bowlens Creek
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 http://h2o.enr.state.ne.us/admin/map-/.)
Page 6 of 15
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:The proposed project site consists of light residential and
agricultural uses. The stream and stream banks were heavily impacted during Hurricanes
Frances and Ivan. The stream is clogged with woody, rock and non-native debris In
some cases the channel has moved significantly from its original location and is
threatening an adjacent property. Additionally, extensive stream bank erosion threatens
the stability of existing structures including houses and bridges
9. Describe the overall project in detail, including the type of equipment to be used:
Clearing and Debris Removal
Fallen trees, limbs and dislodged brush within the cross section of the existing or original
channel up to and including the debris line shall be removed Any foreign debris will be
removed. Trees whose near term fall is apparent will be removed Live trees designated for
removal will be cut three feet above the ground surface and the root masses will be left
Disturbance of channel bottom and banks and equipment access areas shall be held to the
minimum necessary to allow the construction equipment to remove debris All areas
disturbed due to debris removal and equipment access shall be reshaped and reseeded
Access to the channel will be perpendicular to the channel so cutting of trees is held to a
minimum with precaution taken to protect mast production and stream canopy trees Dead
trees that provide den habitat and are determined to pose no hazard to the channel shall be
protected. A stream area debris conceptual drawing is attached as Figure 2
Stream Channel and Streambank Restoration
When possible excavation equipment will access deposition areas at a safe distance from
the streambank and do not need to track into the stream channel. Material excavated from
these deposition areas can generally be placed with only one motion of the excavation
equipment. Most of these sites include a steep eroded streambank opposite or adjacent to
the deposition area. Where there does exist an eroded streambank in the vicinity of these
deposit areas, the material removed from this area will be used to stabilize the streambank
Where suitable material is available, rock vanes and root wads will be installed in the
restored bank section to reduce bank stress and provide stability to the unconsolidated fill
At sites where there is no eroded streambank in the immediate vicinity, the excavated
material will be used to strengthen the natural berm of the streambank or will be hauled off
site. In no case shall the deposited material be placed at an elevation higher than the
existing streambanks.
In cases when the channel has relocated it will be necessary to re-establish the stream
channel to its pre-flood location and capacity. Work in these cases shall proceed from
downstream to upstream to reduce sediment loading Restored channel dimensions will be
established in the field using reference data from appropriate nearby stable or nearly stable
sections. The restored profile and facet slopes will be established in the field using site
elevation data and appropriate nearby reference profile data The restored channel pattern
will be determined using field indicators aerial photographs and interviews with
landowners. Where suitable material is available, rock vanes and root wads will be installed
in the restored bank section to reduce bank stress and provide stability to the unconsolidated
fill. In several cases where a major channel shift has occurred all streamflow can be
Page 7 of 15
diverted into the flood channel allowing for all restoration work to be performed in the dry
bed of the on2inal channel In cases where the original and flood channels overlap, work
shall begin by re-establishing a narrow diversion channel at the approximate location of the
original channel Excavation of the channel shall begin at the downstream edge of the
deposition area and will progress upstream Material excavated from this channel will be
placed at the waters edge between the existing stream flow and the new channel. Care will
be taken to maintain an adequate berm area to prevent the flow of the stream from entering
the channel being _excavated. When the excavation reaches the upstream edge of the
deposition areas the stream flow shall be turned into the re-established channel. A berm will
then be established to block as much of the flow as possible from moving through the flood
scoured channel. Once flow is diverted to the re-established channel and the flood scoured
channel is reduced to a minimum flow, the re-establishment of the full original capacity of
the stream and stabilization of the eroded streambank will beg_in Beginning at t he most
downstream point of the deposition are the material will be moved to the outside of the
curve to re-establish the original stream location and capacity. Care shall be taken to move
the material in such a manner as to minimize sedimentation. As the material is moved to its
final position on the outside of the curve the streambank shall be sloped to a stable slope.
Large rock encountered during this phase of the excavation shall be placed at the toe of the
slope used to construct vane structures or used to anchor root wads to protect
unconsolidated fill As a final operation the berm placed at the upstream end of the channel
shall be removed At no time ivill excavation proceed below the normal channel bottom
depth.
A stream channel and streambank restoration conceptual drawing is attached as Figure 3.
Equipment that maybe used to accomplish the above listed tasks include; Rubber tired
skidders 15 ton dump truck hydraulic track mounted excavator with thumb, and chainsaws._
10. Explain the purpose of the proposed work:
Exigencv work to protect existing property and structures. Stabilize streambanks to
prevent further erosion and sedimentation.
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.
Page 8 of 15
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.
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.
1. Provide a written description of the proposed impacts:
Proposed impacts include limited streambed disturbance debris removal and stream bank
stabilization.
2. Individually list wetland impacts below:
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.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: None
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Page 9 of 15
Average Width
Stream Impact Length of of Stream
Site Number Impact (linear Stream Before Impact Perennial or
indicate on ma Type of Im act* feet Name** ft Intermittent?

Stream Bank Stabilization, Bowlens
1 Debris Removal 100 Creek 25 Perennial
Stream Bank Stabilization,
Channel Realignment, Bowlens
2 Debris Removal 300 Creek 25 Perennial
Bowlens
3 Stream Bank Stabilization 100 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
4 Channel Realignment 400 Creek 25 Perennial

Stream Bank Stabilization, Bowlens
5 Debris Removal 300 Creek 25 Perennial
Bowlens
6 Debris Removal 100 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
7 Debris Removal 200 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
8 Debris Removal 200 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
9 Debris Removal 50 Creek 25 Perennial
Bowlens
10 Stream Bank Stabilization 75 Creek 25 Perennial
Bowlens
11 Debris Removal 100 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
12 Debris Removal 150 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
13 Debris Removal 100 Creek 25 Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
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.
** Su= names c---l be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
dovmstre,.-n named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
w%?w.usgs.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
w?1c•.mapquest.com, etc.).
Page 10 of 15
Cumulative impacts (linear distance in feet) to all streams on site: 2,175
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name Waterbody
)
(if applicable) Type of Waterbody
(lake and estuary,
bay, ocean, etc sound,

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.
When at all possible equipment will be kept out of the stream channel, stream crossings will be
minimized, and no excavation will be done below the existing channel bed. When at all
possible stream material will be moved from dry areas to banks, minimizing the movement of
wet or below water line) stream material. Restored channel dimensions and profile will be
determined by evaluating appropriate, nearby stable or nearly stable reference sections, regional
curve information, and suitable reference data from the consultants reference library. Specific
attention will be given to the establishment of bankfull benches and appropriate bedfonn
sequencing throughout the restored areas. The temptation to create a wide, shallow channel
Page 11 of 15
vJ11 be avoided Any channel relocation activities shall be limited to returning the channel to
pre-storm conditions Temporary and/or permanent herbaceous vegetation shall be planted on
all bare soil within 15 days of eround disturbing activities Rocky material shall not be used for
bank stabilization above the normal hip-h water mark.
VUL 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
hqp:/ih2o.enr.state.ne.us/ncwetlands/strmgide.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.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
Page 12 of 15
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 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 (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 (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.
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 V
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 13 of 15
Zone* Impact
(square feet) Multiplier Required
Miti ation
1 3
2 1.5
Total
* 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 2B .0242 or .0260.
M. Stormwater (required by DWQ)
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.
Impervious acreage will not change
Erosion and sedimentation prevention and control will be maintained throughout this project
primarily through proper water management construction sequencing proper staging and
stockpiling of materials and the maintenance at all times of suitable channel capacity for
expected flow events No equipment, fuels lubricants or other potential sources of water
pollution will be stored in areas that could be flooded during this project.
XI. 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.
Portable facilities shall be provided at the work site
XM Violations (required by D`VQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 14 of 15
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).
NI
-1,3-dY
Applicant/Agent? Signature Date
(Agent's signature is vali only if an authorization letter from the applicant is provided.)
Page 15 of 15
Table 1- Bowlens Creek Property Owner Information
PARCEL ID PIN OWNER AREA
42 072900581433000 BANKS MICHAEL D & BEVERLY B 1.97
50 072900583282000 BANKS JOHN C & RUTH 2.77
51 072900586262000 BANKS KENNETH L & IRENE O 0.76
52 072900577678000 HENSLEY EDGAR B 6.56
54 072900588181000 BANKS IRENE 0.73
55 072900573641000 COX LOLA MRS VIRGIL 13.75
57 0729OC681210000 RICKER DORIS JEAN 0.06
65 072900673467000 BUCHANAN BELINDA HENSLEY 2.38
66 072900577264000 HENSLEY VANCE ESTATE 17.71
67 072900678655000 WALLACE LOUISE S TRUSTEE 4.02
69 072900663511000 RAY NORMAN & JULIA A QUINN ETAL 31.23
70 072900569603000 DIVERS MARY E 16.86
71 072900773922000 BULLOCK JAMES R & DIANNE RICHARDSON 12.22
73 072900771319000 RICHARDSON DAINNE ADAMS 1.00
75 072900777976000 RAY ROY 17.79
90 072900761710000 PULVER P JAY & BEATRICE P 1.23
95 072900766832000 JOHNSON BURDEI TE 2.23
105 072900760467000 PULVER P JAY & WIFE 3.36
113 072900753971000 HONEYCUTT HARVEY KERMIT & BARBARA C 16.52
132 072900759861000 STRICKLIN STEPHEN & KATHY 1.73
133 072900850500000 UNCAPHER SCOTT R & BONITA J 0.96
141 072900855152000 MCFARLING JOHN M & LINDA K 22.31
142 072900758340000 BOLENS CREEK BAPTIST CHURCH 0.97
145 072900643373000 RAY ROY & JAMES ETAL 33.31
146 072900747990000 BOLENS CREEK BAPTIST CHRUCH 2.00
148 072900745484000 HUBBERT GERALDINE R & BETTY RUTH WIL 12.50
153 072900841418000 HALL DEWEY HUGH 1.38
159 072900539592000 RIDDLE BILLY RAY 61.43
166 072900747192000 KOCH SUSAN WARNER & THOMAS BRYANT 1.82
167 072900732801000 RAY ROY & JAMES ETAL 2.87
168 072900735811000 KOCH THOMAS B 3.50
169 072900738815000 BANKS EVA C 0.85
173 072900739180000 ANGLIN DAN L & DON G ANGLIN 15.29
181 072900734452000 HALL JARROD D & VANESSA R 0.53
182 072900733123000 RIDDLE BILL & JUDY 3.37
188 072900730086000 RAY OLETA LIFE ESTATE 0.66
191 072900629985000 RAY OLETA LIFE ESTATE 0.73
192 072900730086000 RAY OLETA LIFE ESTATE 0.66
193 072900629985000 RAY OLETA LIFE ESTATE 0.73
195 072900627783000 SILVERS DONALD D & CAROLYN 0.67
199 072900629560000 LASSITER DAVID 1.23
200 072900623456000 RAY JAMES M & VIRGINIA 10.88
215 072900616820000 RIDDLE VERNON M & ENA K 13.59
219 072900618980000 DAILEY WILLIAM J SR & CAROL ANN TRUS 0.60
236 072900616820000 RIDDLE VERNON M & ENA K 13.59
257 072900615065000 RIDDLE VERNON M & ENA K 23.83
262 072900711392000 RIDDLE BEN & DOROTHY 2.40
267 072900712111000 SUTTON CLIFFORD L & BARBARA C TRUSTE 1.71
286 072900700997000 HOGAN WILLIAM V & SANDRA L 0.89
288 072900710050000 ANGLIN JULIA MRS 0.07
291 072900700823000 RIDDLE BEN & DOROTHY 0.53
298 072900700659000 RIDDLE JOHN C 0.61
310 072900700588000 PRESNELL JACK 0.57
315 072900700497000 PRESNELL FAYE 0.55
319 072900701400000 PRESNELL FAYE 0.14
322 072900703151000 PRESNELL JACK 1.52
''.'- >-?'>. t'- '! ) ?? '? ? `.i ? r.?• +?" \ ? ^?? ? ? , , `?..a? f ?? Ili} 4-
W N, E
!! x ? I
r .
??
_C f ?`X Downstream
zr's5 ?a Project Limits
+ 1 '' ??Aa ? t?'.YC?,??? _
'N.4NbCS(N r'/ I !?fj?'?1 ?/ i1? Y{ { + !
f its II f ?+ t` ?? 1 ?+ j
V' j'
?? ?t t ?•?`? 274D,'
?,A ter.,. A J?- t \ .. V ?. r • .y / O r lI1 a _
In LY&
l "
-Z- ree
1 ?.
4 L H 82 lr ? ? , r \ \,
`.\v\1 / 1/U)/??! JM1%;-f Iti!llili\\?\{ JA))UI)II R.\\\U\\tll????w????? {/\ll\i\l\i?-'l\\U?\l ??
Figure 1
Site Location Map with Stream Impact Site
Numbers
November 12,2004 ENG INEERI NG & HYDROGEOLOGY
USGS Burnsville Quadrangle 50 COLLEGE STREET, ASHEVILLE, NC 28801
Scale 1 inch = 2000 feet TEL. [phone] FAc.828.281.3351
Bowlens Creek www.altamontenvironmental.com
Yancey County, North Carolina
PATemplatesTigures in WordTigure Bordendoe
I PRE-STOR.Ni CONDITION
CHANNEL TOP OF BANK
! NORMAL WATER LEVEL
' i
ORIGINAL STREAM BOTTOM 1
! ,ti , II
.I •AFTER-STORI,i CONDITION 1VOODYiOTHER DEBRIS
V
7 `.. : ROCK DEBRIS
f ?
??• ' RESTORED CONDITION
I
I
I
RESTORED STREAM 1301701,-1
I
TYPICAL CROSS SECTION
SOURCE: USDA NRCS CONSTRUCTION SPECIFICATION 400 - STREAM AREA DEBRIS REMOVAL
m-m STREAM AREA DEBRIS FIGURE
ENGIZN'EERjNG •& YDWGGErOLOG-Y REMOVAL CONCEPTUAL
50 COLLEGE STREET, AsHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351
www.altamontenvimnmentaLcom
EMERGENCY WATERSHED PROTECTION
DRAWN BY: ZAN PRICE SCALE YANCEY COUNTY, NORTH CAROLINA
PROJECT MANAGER: STUART RYMAN
CLIENT: YANCEY COUNTY NOT TO SCALE
DATE: NOVEMBER II, 2004
Channel Bank `
I
,Original Stream Bottom
Rock Erosion Debris
Eroded Area
Restored Stream Bottom
N
BEFORE
y
O 0 Q
Eroded Rock Debris Backfill1 Q 00
7.5
O Q O O Q
t?
o OOQO
To- OQ O
O O a
AFTER
TYPICAL CROSS SECTION
SOURCE: USDA NRCS CONSTRUCTION SPECIFICATION 480 - STREAM CHANNEL AND STREAMBANK RESTORATION
STREAM CHANNEL AND FIGURE
E N'G I N G N &,H Y D R O G"E O L G_Y STREAMBANK RESTORATION
50 COLLEGE STREET, ASHEVII LE, NC 28801 CONCEPTUAL
TEL.[phone] FAC.828.281.3351
www.altamontenvironmental.com EMERGENCY WATERSHED PROTECTION
DRAWN BY: ZAN PRICE YANCEY COUNTY, NORTH CAROLINA
PROJECT MANAGER: STUART RYMAN SCALE
CLIENT: YANCEY COUNTY NOT TO SCALE
DATE: NOVEMBER II, 2004

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ NJ04 1924
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. 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
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: ?
H. Applicant Information
1. Owner/Applicant Information
;Zk
RR(OIROVIE
Name: Michele Lawhem, Yance Colin er VNIanag
Mailing Address: Room 11, Courthouse NOV 1 1 9 2=4
Burnsville, NC 29714 "VUT
DENR - WATER QUALiTy
UKWATER BRANCH
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: m.lawhern@countymanager yanceycounty org
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/appli
Name: Stuart A. R an 1 ,
• ? Company Affiliation: Altamont Environmental, Inc . [Al
Mailing Address: 50 College Street OFF 0 T 2

Asheville NC 28801 -94
DENR - "'ATER QUALITY
o NA0YIA t JCH
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: snMangaltamontenvironmental.com
Page 5 of 15
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
US ACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, D`'VQ 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: Bowlens Creek EWP 2004-06 EWP 2004-07
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): See attached Table 1
4. Location
County: Yancey County Nearest Town: Burnsville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Follow Highway 19E East through
Burnsville After passing Ingles and Texaco on the right turn right on NC Highway 197
South After approximately one mile turn left on Bowlens Creek Road. The project site
begins on the right after a_ppproximately 0.5 miles and continues approximately 2 more miles
until the intersection with Stanley's Traii See attached Figure 1
5. Site coordinates, if available (UTM or Lat/Long): 35° 53' 24" N/82° 16' 56" W (approximate
center of project area)
(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. Property size (acres): Multiple - See attached Table 1
7. Nearest body of water (stream/river/sound/ocean/lake): Bowlens Creek
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 http•//h2o.enr.state.nc.us/admin/map-I
Page 6 of 15
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:The proposed project site consists of light residential and
agricultural uses. The stream and stream banks were heavily impacted during Hurricanes
Frances and Ivan. The stream is clogged with woody, rock and non-native debris In
some cases the channel has moved significantly from its original location and is
threatening an adjacent property. Additionally, extensive stream bank erosion threatens
the stability of existing structures including houses and bridges.
9. Describe the overall project in detail, including the type of equipment to be used:
Clearing and Debris Removal
Fallen trees, limbs and dislodged brush within the cross section of the existing or original
channel up to and including the debris line shall be removed. Any foreign debris will be
removed. Trees whose near term fall is apparent will be removed. Live trees designated for
removal will be cut three feet above the ground surface and the root masses will be left
Disturbance of channel bottom and banks, and equipment access areas shall be held to the
minimum necessary to allow the construction equipment to remove debris. All areas
disturbed due to debris removal and equipment access shall be reshaped and reseeded.
Access to the channel will be perpendicular to the channel so cutting of trees is held to a
minimum with precaution taken to protect mast production and stream canopy trees Dead
trees that provide den habitat and are determined to pose no hazard to the channel shall be
protected. A stream area debris conceptual drawing is attached as Figure 2
Stream Channel and Streambank Restoration
When possible excavation equipment will access deposition areas at a safe distance from
the streambank and do not need to track into the stream channel. Material excavated from
these deposition areas can generally be placed with only one motion of the excavation
equipment. Most of these sites include a steep eroded streambank opposite or adjacent to
the deposition area. Where there does exist an eroded streambank in the vicinity of these
posit areas, the material removed from this area will be used to stabilize the streambank
Where suitable material is available, rock vanes and root wads will be installed in the
restored bank section to reduce bank stress and provide stability to the unconsolidated fill
At sites where there is no eroded streambank in the immediate vicinity, the excavated
material will be used to strengthen the natural berm of the streambank or will be hauled off
site. In no case shall the deposited material be placed at an elevation higher than the
existing streambanks.
In cases when the channel has relocated it will be necessary to re-establish the stream
channel to its pre-flood location and capacity. Work in these cases shall proceed from
downstream to upstream to reduce sediment loading. Restored channel dimensions will be
established in the field using reference data from appropriate nearby stable or nearly stable
sections. The restored profile and facet slopes will be established in the field using site
elevation data and appropriate nearby reference profile data. The restored channel pattern
will be determined using field indicators, aerial photographs and interviews with
landowners. Where suitable material is available, rock vanes and root wads will be installed
in the restored bank section to reduce bank stress and provide stability to the unconsolidated
fill. In several cases where a major channel shift has occurred all streamflow can be
Page 7 of 15
diverted into the flood channel allowing for all restoration work to be performed in the dry
bed of the oriainal channel In cases where the original and flood channels overlap, work
shall begin by re establishin¢ a narrow diversion channel at the approximate location of the
original channel Excavation of the channel shall begin at the downstream edge of the
deposition area and will progress stream Material excavated from this channel will be
placed at the waters edge between the existing stream flow and the new channel. Care will
be taken to maintain an adequate berm area to prevent the flow of the stream from entering
the channel beina excavated When the excavation reaches the upstream edge of the
deposition area, the stream flow shall be turned into the re-established channel. A berm will
then be established to block as much of the flow as possible from moving through the flood
scoured channel. Once flow is diverted to the re-established channel and the flood scoured
channel is reduced to a minimum flow, the re-establishment of the full original capacity of
the stream and stabilization of the eroded streambank will begin Beginning at t he most
downstream point of the deposition area, the material will be moved to the outside of the
curve to re-establish the original stream location and capacity. Care shall be taken to move
the material in such a manner as to minimize sedimentation. As the material is moved to its
final position on the outside of the curve the streambank shall be sloped to a stable slope.
Large rock encountered during this phase of the excavation shall be placed at the toe of the
slope used to construct vane structures or used to anchor root wads to protect
unconsolidated fill As a final operation the berm placed at the upstream end of the channel
shall be removed At no time will excavation proceed below the normal channel bottom
depth.
A stream channel and streambank restoration conceptual drawing is attached as Figure 3.
Equipment that may be used to accomplish the above listed tasks include, Rubber tired
skidders, 15 ton dump truck hydraulic track mounted excavator with thumb, and chainsaws.
10. Explain the purpose of the proposed work:
Exigency work to protect existing property and structures. Stabilize streambanks to
prevent further erosion and sedimentation.
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
Page 8 of 15
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.
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.
1. Provide a written description of the proposed impacts:
Proposed impacts include limited streambed disturbance debris removal and stream bank
stabilization.
2. Individually list wetland impacts below:
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.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: None
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Page 9 of 15
Average Width
Stream Impact
Site Number
indicate on ma

Type of Im act* Length of
Impact (linear
feet
Stream
Name** of Stream
Before Impact
ft
Perennial or
Intermittent?

p
1 Stream Bank Stabilization,
Debris Removal
100 Bowlens
Creek
25
Perennial

f Stream Bank Stabilization,

2 Channel Realignment,
Debris Removal
300 Bowlens
Creek
25
Perennial

Bowlens
3 Stream Bank Stabilization 100 Creek 25 Perennial

4 Stream Bank Stabilization,
Channel Realignment
400 Bowlens
Creek
25
Perennial

5 Stream Bank Stabilization,
Debris Removal
300 Bowlens
Creek
25
Perennial
Bowlens
6 Debris Removal 100 Creek 25 Perennial

7 Stream Bank Stabilization,
Debris Removal
200 Bowlens
Creek
25
Perennial

8 Stream Bank Stabilization,
Debris Removal
200 Bowlens
Creek
25
Perennial

9 Stream Bank Stabilization,
Debris Removal
50 Bowlens
Creek
25
Perennial

Bowlens
10 Stream Bank Stabilization 75 Creek 25 Perennial

Bowlens
11 Debris Removal 100 Creek 25 Perennial

12 Stream Bank Stabilization,
Debris Removal
150 Bowlens
Creek
25
Perennial

13 Stream Bank Stabilization,
Debris Removal
100 Bowlens
Creek
25
Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stzbiliz:tion 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
dow==am named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
«ticzc.uso,s.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
wzti-Nv.magNuest. com etc.).
Page 10 of 15
Cumulative impacts (linear distance in feet) to all streams on site: 2,175
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number

indicate on ma)
Type of Impact* Area of
Impact

(acres)
(if Name p Waterbody
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.
5. 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.
When at all possible equipment will be kept out of the stream channel, stream crossings will be
minimized, and no excavation will be done below the existing channel bed. When at all
possible stream material will be moved from dry areas to banks, minimizing the movement of
wet (or below water line) stream material. Restored channel dimensions and profile will be
determined by evaluating appropriate, nearby stable or nearly stable reference sections regional
curve information, and suitable reference data from the consultants reference librar. Specific
attention will be given to the establishment of bankfull benches and appropriate bedform
sequencing throughout the restored areas. The temptation to create a wide shallow channel
Page I 1 of 15
will be avoided Any channel relocation activities shall be limited to returning the channel to
pre storm conditions Temporary and/or permanent herbaceous vegetation shall be planted on
all bare soil within 15 das of ground disturbing activities Rocky material shall not be used for
bank stabilization above the normal high water mark.
VIII. illitigation
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
ide.html.
hLtp://h2o.enr.state.ne.us/ne-vvetlands/strmg
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.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
Page 12 of 15
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 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 (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 (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.
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 )?
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 13 of 15
Zone# Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
:dditiona120 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
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.
Impervious acreage will not change
Erosion and sedimentation prevention and control will be maintained throughout this project
primarily through proper water management construction sequencing proper staging and
stockpiling of materials and the maintenance at all times of suitable channel capacity for
expected flow events No equipment, fuels lubricants or other potential sources of water
pollution will be stored in areas that could be flooded during this project.
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.
Portable facilities shall be provided at the work site
XIII. Violations (required by DWQ)
Is this site in violation of D`VQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 14 of 15
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).
N/A
- /g-6 Y
Applicant/Agent' Signature Date
(Agent's signature is vali only if an authorization letter from the applicant is provided.)
Page 15 of 15
Table I- Bowlens Creek Property Owner Information
PARCEL ID PIN OWNER AREA
42 072900581433000 BANKS MICHAEL--D & BEVERLY B 1.97
50 072900583282000 BANKS JOHN C & RUTH 2.77
51 072900586262000 BANKS KENNETH L & IRENE O 0.76
52 072900577678000 HENSLEY EDGAR B 6.56
54 072900588181000 BANKS IRENE 0.73
55 072900573641000 COX LOLA MRS VIRGIL 13.75
57 072900681210000 RICKER DORIS JEAN 0.06
65 072900673467000 BUCHANAN BELINDA HENSLEY 2.38
66 072900577264000 HENSLEY VANCE ESTATE 17.71
67 072900678655000 WALLACE LOUISE S TRUSTEE 4.02
69 072900663511000 RAY NORMAN & JULIA A QUINN ETAL 31.23
70 072900569603000 DIVERS MARY E 16.86
71 072900773922000 BULLOCK JAMES R & DAANNE RICHARDSON 12.22
73 072900771319000 RICHARDSON DAINNE ADAMS 1.00
75 072900777976000 RAY ROY 17.79
90 072900761710000 PULVER P JAY & BEATRICE P 1.23
95 072900766832000 JOHNSON BURDETTE 2.23
105 072900760467000 PULVER P JAY & WIFE 3.36
113 072900753971000 HONEYCUTT HARVEY KERMIT & BARBARA C 16.52
132 072900759861000 STRICKLIN STEPHEN & KATHY 1.73
133 072900850500000 UNCAPHER SCOTT R & BONITA J 0.96
141 072900855152000 MCFARLING JOHN M & LINDA K 22.31
142 072900758340000 BOLENS CREEK BAPTIST CHURCH 0.97
145 072900643373000 RAY ROY & JAMES ETAL 33.31
146 072900747990000 SOLENS CREEK BAPTIST CHRUCH 2.00
148 072900745484000 HUBBERT GERALDINE R & BETTY RUTH WIL 12.50
153 072900841418000 HALL DEWEY HUGH 1.38
159 072900539592000 RIDDLE BILLY RAY 61.43
166 072900747192000 KOCH SUSAN WARNER & THOMAS BRYANT 1.82
167 072900732801000 RAY ROY & JAMES ETAL 2.87
168 072900735811000 KOCH THOMAS B 3.50
169 072900738815000 BANKS EVA C 0.85
173 072900739180000 ANGLIN DAN L & DON G ANGLIN 15.29
181 072900734452000 HALL JARROD D & VANESSA R 0.53
182 072900733123000 RIDDLE BILL & JUDY 3.37
188 072900730086000 RAY OLETA LIFE ESTATE 0.66
191 072900629985000 RAY OLETA LIFE ESTATE 0.73
192 072900730086000 RAY OLETA LIFE ESTATE 0.66
193 072900629985000 RAY OLETA LIFE ESTATE 0.73
195 072900627783000 SILVERS DONALD D & CAROLYN 0.67
199 072900629560000 LASSITER DAVID 1.23
200 072900623456000 RAY JAMES M & VIRGINIA 10.88
215 072900616820000 RIDDLE VERNON M & ENA K 13.59
219 072900618980000 DAILEY WILLIAM J SR & CAROL ANN TRUS 0.60
236 072900616820000 RIDDLE VERNON M & ENA K 13.59
257 072900615065000 RIDDLE VERNON M & ENA K 23.83
262 072900711392000 RIDDLE BEN & DOROTHY 2.40
267 072900712111000 SUTTON CLIFFORD L & BARBARA C TRUSTE 1.71
286 072900700997000 HOGAN WILLIAM V & SANDRA L 0.89
288 072900710050000 ANGLIN JULIA MRS 0.07
291 072900700823000 RIDDLE BEN & DOROTHY 0.53
298 072900700659000 RIDDLE JOHN C 0.61
310 072900700588000 PRESNELL JACK 0.57
315 072900700497000 PRESNELL FAYE 0.55
319 072900701400000 PRESNELL FAYE
1 0.14
322 072900703151000 PRESNELLJACK 1.52
- . .?l ; 4 t t F t ?' r ? `ter •?' ?' / r ?- i ?is? r }
P, k,
f / r ^
?, ?u, '?,. ?• '?..y-- ``;,? ,. t ? 1 1 tit-. ? ? t . ?„ , ? , ?°, , ? : ? ? ;?l "1 '? ??'??i- , ..? ,
Downstream i ` ?' :•- .
Project Limits
Creek
rr :- t 1
i
f . 1 r I
fit
0, ,
Utz ..?. i r.- 'i ?? ?. ?? . , ,. ? '.??1 . tr? f• ? ,# p ?? ? "' ? r 1?11?? .. t ?"
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CJ
iL;
11t_ :'."\NM ';E, /. :914r?t;'?r f -'. %!? ?:; ??i . "; rr - 4°r?. `` '?

Figure 1
Site Location Map with Stream Impact Site
Numbers
November 12, 2004 ENGINEERING & HYDROGEOLOGY
USGS Burnsville Quadrangle 50 COLLEGE STREET, ASHEVILLE, NC 28801
Scale 1 inch = 2000 feet TEL. [phone] FAc.828.281.3351
Bowlens Creek www.altamontenvironmental.com
Yancev Countv. North Carolina
PATemplatesTigures in WordTigure Border.doe
PRE-STORM CONDITION
! l I NORMAL WATER LEVEL
ORIGINAL STREAM BOT 0M
I
CHANNEL TOP OF BANK
~' i / WOODYiOTHER DEBRIS j
!NFTER-STORXI CONDITION
z '?:ROCK DEBRIS ._ ^-?- .;...I .
Z_
C-4
Q
RESTORED CONDITION
I
RESTORED STREAM BOTTOt,1
TYPICAL CROSS SECTION
SOURCE: USDA NRCS CONSTRUCTION SPECIFICATION 400 - STREAM AREA DEBRIS REMOVAL
ffimmm STREAM AREA DEBRIS FIGURE
ENGI-NEE'RI'NG &,'HYDR0GECLoaY REMOVAL CONCEPTUAL
50 COLLEGE STREET, ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351
www.altamontenvironmental.com
EMERGENCY WATERSHED PROTECTION
DRAWN BY: ZAN PRICE SCALE YANCEY COUNTY, NORTH CAROLINA
PROJECT MANAGER: STUART RYrtAN
CLIENT: YANCEY COUNTY NOT TO SCALE
DATE: NOVEMBER II, 2004
Channel Bank
`I
/ Original Stream Bottom
? Rock Erosion Debris
Eroded Area
BEFORE
,r
O o O
Restored Stream Bottom Eroded Rock Debris Backfill 0 O 0
1.5 O 0 O
t? O O
a O 0 00
OOOOOO O
o_ o
AFTER
TYPICAL CROSS SECTION
SOURCE: USDA NRCS CONSTRUCTION SPECIFICATION 480 - STREAM CHANNEL AND STREAMBANK RESTORATION
STREAM CHANNEL AND FIGURE
ENGINEERING & H•YDROGEOLO<3Y STREAMBANK RESTORATION
50 COLLEGE STREET, ASHEVILLE, NC 28801 CONCEPTUAL
TEL.[phone] FAc.828.281.3351
www.altamontenviroranental.com
EMERGENCY WATERSHED PROTECTION
DRAWN BY: ZAN PRICE SCALE YANCEY COUNTY, NORTH CAROLINA
PROJECT MANAGER: STUART RYMAN
CLIENT: YANCEY. COUNTY NOT TO SCALE
DATE: NOVEMBER II, 2004
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 041924
(If any particular item is not aDDlicable to this nroiect_ nlease enter "Not Annlinshle" nr "N/A" 1
I.
.J •r"1
II.
Processing
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
N 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: ?
Applicant Information
mac' ? U
1. Owner/Applicant Information N
Name: Michele Lawhem, Yancey County Manager 19 2004
Mailing Address: Room 11, Courthouse DEN .
Burnsville, NC 29714 savosrowal? Rln" Rove,
Telephone Number: [phone] Fax Number: (828) 6824301
E-mail Address: m.lawhem@coLm=ma-ger.yancaco!pty.org
ounty.org
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 o ta? L''
Name: Stuart A. Rvman t `? nh
Company Affiliation: Altamont Environmental Inc
f 2604
Mailing Address: 50 College Street
Asheville NC 28801 C! NCR _ WA--
rat NiiS&ND57Uit,"NATER6WICH
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 5 of 15
M. 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: Bowlens Creek EWP 2004-06. EWP 2004-07
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): See attached Table 1
4. Location
County: Yancey County Nearest Town: Burnsville
Subdivision name (include phasellot number): N/A
Directions to site (include road numbers, landmarks, etc.): Follow Highway 19E East through
Burnsville After passing Ingles and Texaco on the right, turn right on NC Highway 197
South After approximately one mile turn left on Bowlens Creek Road. The project site
begins on the right after approximately 0.5 miles and continues approximately 2 more miles
until the intersection with Stanley's Trail. See attached Figure 1
5. Site coordinates, if available (UTM or Lat/Long): 35° 53' 24" N/82° 16' 56" W (approximate
center of project area)
(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. Property size (acres): Multiple - See attached Table 1
7. Nearest body of water (stream/river/sound/ocean/lake): Bowlens Creek
8. River Basin: French Broad
(Tote - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
Page 6 of 15
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:The proposed project site consists of light residential, and
agricultural uses. The stream and stream banks were heavily impacted during Hurricanes
Frances and Ivan. The stream is clogged with woody, rock, and non-native debris. In
some cases the channel has moved significantly from its original location and is
threatening an adjacent property. Additionally, extensive stream bank erosion threatens
the stability of existing structures including houses and bridges.
9. Describe the overall project in detail, including the type of equipment to be used:
Clearing and Debris Removal
Fallen trees, limbs and dislodged brush within the cross section of the existing or original
channel up to and including; the debris line shall be removed. An foreign debris will be
removed. Trees whose near term fall is apparent will be removed. Live trees designated for
removal will be cut three feet above the ground surface, and the root masses will be left.
Disturbance of channel bottom and banks, and equipment access areas shall be held to the
minimum necessary to allow the construction equipment to remove debris. All areas
disturbed due to debris removal and equipment access shall be reshaped and reseeded.
Access to the channel will be perpendicular to the channel so cutting of trees is held to a
minimum with precaution taken to protect mast production and stream canopy trees. Dead
trees that provide den habitat and are determined to pose no hazard to the channel shall be
protected. A stream area debris conceptual drawing is attached as Figure 2
Stream Channel and Streambank Restoration
When possible excavation eauipment will access deposition areas at a safe distance from
the streambank and do not need to track into the stream channel. Material excavated from
these deposition areas can generally be placed with only one motion of the excavation
equipment. Most of these sites include a steep eroded streambank opposite or adjacent to
the deposition area. Where there does exist an eroded streambank in the vicinity of these
deposit areas, the material removed from this area will be used to stabilize the streambank.
Where suitable material is available rock vanes and root wads will be installed in the
restored bank section to reduce bank stress and provide stability to the unconsolidated fill.
At sites where there is no eroded streambank in the immediate vicinity, the excavated
material will be used to strengthen the natural berm of the streambank or will be hauled off
site. In no case shall the deposited material be placed at an elevation higher than the
existing streambanks.
In cases when the channel has relocated it will be necessary to re-establish the stream
channel to its pre-flood location and capacity. Work in these cases shall proceed from
downstream to upstream to reduce sediment loading. Restored channel dimensions will be
established in the field using reference data from appropriate, nearby stable or nearly stable
sections. The restored profile and facet slopes will be established in the field using site
elevation data and appropriate nearby reference profile data. The restored channel pattern
will be determined using field indicators, aerial photographs, and interviews with
landowners. Where suitable material is available rock vanes and root wads will be installed
in the restored bank section to reduce bank stress and provide stability to the unconsolidated
fill. In several cases where a major channel shift has occurred, all streamflow can be
Page 7 of 15

diverted into the flood channel allowing for all restoration work to be performed in the dry
bed of the original channel. In cases where the original and flood channels overlap, work
shall begin by re-establishing a narrow diversion channel at the approximate location of the
original channel. Excavation of the channel shall begin at the downstream edge of the
deposition area and will progress upstream Material excavated from this channel will be
placed at the waters edge between the existing stream flow and the new channel. Care will
be taken to maintain an adequate berm area to prevent the flow of the stream from entering
the channel being excavated. When the excavation reaches the upstream edge of the
deposition area. the stream flow shall be turned into the re-established channel. A berm will
then be established to block as much of the flow as possible from moving through the flood
scoured channel. Once flow is diverted to the re-established channel and the flood scoured
channel is reduced to a minimum flow, the re-establishment of the full original capacity of
the stream and stabilization of the eroded streambank will begin. Beginning at t he most
downstream point of the deposition area, the material will be moved to the outside of the
curve to re-establish the original stream location and capacity. Care shall be taken to move
the material in such a manner as to minimize sedimentation. As the material is moved to its
final position on the outside of the curve. the streambank shall be sloped to a stable slope.
Large rock encountered during this phase of the excavation shall be placed at the toe of the
slope used to construct vane structures or used to anchor root wads to protect
unconsolidated fill. As a final operation the berm placed at the upstream end of the channel
shall be removed. At no time will excavation proceed below the normal channel bottom
depth.
A stream channel and streambank restoration conceptual drawing is attached as Figure 3.
Equipment that may be used to accomplish the above listed tasks include; Rubber tired
skidders 15 ton dump truck. hydraulic track mounted excavator with thumb, and chainsaws.
10. Explain the purpose of the proposed work:
Exigency work to protect existing property and structures. Stabilize streambanks to
prevent further erosion and sedimentation.
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.
Page. 8 of 15
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.
No
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.
1. Provide a written description of the proposed impacts:
Proposed impacts include limited streambed disturbance, debris removal, and stream bank
stabilization.
2. Individually list wetland impacts below:
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.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: None
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Page 9 of 15
Average Width
Stream Impact Length of of Stream
Site Number Impact (linear Stream Before Impact Perennial or
indicate on ma Type of Im act* feet Name** ft Intermittent?
Stream Bank Stabilization, Bowlens
1 Debris Removal 100 Creek 25 Perennial
Stream Bank Stabilization,
Channel Realignment, Bowlens
2 Debris Removal 300 Creek 25 Perennial
Bowlens
3 Stream Bank Stabilization 100 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
4 Channel Realignment 400 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
5 Debris Removal 300 Creek 25 Perennial
Bowlens
6 Debris Removal 100 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
7 Debris Removal 200 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
8 Debris Removal 200 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
9 Debris Removal 50 Creek 25 Perennial
Bowlens
10 Stream Bank Stabilization 75 Creek 25 Perennial
Bowlens
11 Debris Removal 100 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
12 Debris Removal 150 Creek 25 Perennial
Stream Bank Stabilization, Bowlens
13 Debris Removal 100 Creek 25 Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
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
NVNVW.u5Zs.aoy. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
%v%vw.maP9uest_corn. etc.).
Page 10 of 15
Cumulative impacts (linear distance in feet) to all streams on site: 2,175
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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., damlembankment, 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.
When at all possible eauinment will be kept out of the stream channel. stream crossings will be
minimized, and no excavation will be done below the existing channel bed. When at all
possible stream material will be moved from drv areas to banks, minimizing the movement of
wet (or below water line) stream material. Restored channel dimensions and profile will be
determined by evaluating appropriate, nearby stable or nearly stable reference sections, regional
curve information, and suitable reference data from the consultants reference library. Specific
attention will be Given to the establishment of bankfull benches and appropriate bedform
sequencing throughout the restored areas. The temptation to create a wide, shallow channel
Page I 1 of 15
,vill be avoided. Any channel relocation activities shall be limited to returning the channel to
pre-storm conditions Temporary and/or permanent herbaceous vegetation shall be planted on
all bare soil within 15 days of ground disturbing activities. Rocky material shall not be used for
bank stabilization above the normal high water mark.
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 -,-.ill 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/strm.-,ide.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.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
Page 12 of 15
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wry/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 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 (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 (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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
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 13 of 15

Zone*
Impact
(square feet)
Multiplier Required

Mitigation
1 3
2 1.5
Total
* Zone I 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 2B.0242 or.0260.
M. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormtivater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Impervious acreage will not change.
Erosion and sedimentation prevention and control will be maintained throughout this project
primarily through proper water management. construction sequencing, proper staging and
stockpiling of materials and the maintenance. at all times of suitable channel capacity for
expected flow events No equipment fuels lubricants or other potential sources of water
pollution will be stored in areas that could be flooded during this project.
XH. 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.
Portable facilities shall be provided at the work site.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 14 of 15
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).
N/A

Applicant/Agent? Signature Date
(Agent's signature is vali only if an authorization letter from the applicant is provided.)
Page 15 of 15
Table I- Bowlens Creek Property Owner Information
PARCEL ID PIN OWNER AREA
42 072900581433000 BANKS MICHAEL D & BEVERLY B 1.97
50 072900583282000 BANKS JOHN C & RUTH 2.77
51 072900586262000 BANKS KENNETH L & IRENE O 0.76
52 072900577678000 HENSLEY EDGAR B 6.56
54 072900588181000 BANKS IRENE 0.73
55 072900573641000 COX LOLA MRS VIRGIL 13.75
57 072900681210000 RICKER DORIS JEAN 0.06
65 072900673467000 BUCHANAN BELINDA HENSLEY 2.38
66 072900577264000 HENSLEY VANCE ESTATE 17.71
67 072900678655000 WALLACE LOUISE S TRUSTEE 4.02
69 072900663511000 RAY NORMAN & JULIA A QUINN ETAL 31.23
70 072900569603000 DIVERS MARY E 16.86
71 072900773922000 BULLOCK JAMES R & DIANNE RICHARDSON 12.22
73 072900771319000 RICHARDSON DAINNE ADAMS 1.00
75 072900777976000 RAY ROY 17.79
90 072900761710000 PULVER P JAY & BEATRICE P 1.23
95 072900766832000 JOHNSON BURDETTE 2.23
105 072900760467000 PULVER P JAY & WIFE 3.36
113 072900753971000 HONEYCUTT HARVEY KERMIT & BARBARA C 16.52
132 072900759861000 STRICKLIN STEPHEN & KATHY 1.73
133 072900850500000 UNCAPHER SCOTT R & BONITA J 0.96
141 072900855152000 MCFARLING JOHN M & LINDA K 22.31
142 072900758340000 BOLENS CREEK BAPTIST CHURCH 0.97
145 072900643373000 RAY ROY & JAMES ETAL 33.31
146 072900747990000 BOLENS CREEK BAPTIST CHRUCH 2.00
148 072900745484000 HUBBERT GERALDINE R & BETTY RUTH WIL 12.50
153 072900841418000 HALL DEWEY HUGH 1.38
159 072900539592000 RIDDLE BILLY RAY 61.43
166 072900747192000 KOCH SUSAN WARNER & THOMAS BRYANT 1.82
167 072900732801000 RAY ROY & JAMES ETAL 2.87
168 072900735811000 KOCH THOMAS B 3.50
169 072900738815000 BANKS EVA C 0.85
173 072900739180000 ANGLIN DAN L & DON G ANGLIN 15.29
181 072900734452000 HALL JARROD D & VANESSA R 0.53
182 072900733123000 RIDDLE BILL & JUDY 3.37
188 072900730086000 RAY OLETA LIFE ESTATE 0.66
191 072900629985000 RAY OLETA LIFE ESTATE 0.73
192 072900730086000 RAY OLETA LIFE ESTATE 0.66
193 072900629985000 RAY OLETA LIFE ESTATE 0.73
195 072900627783000 SILVERS DONALD D & CAROLYN 0.67
199 072900629560000 LASSITER DAVID 1.23
200 072900623456000 RAY JAMES M & VIRGINIA 10.88
215 072900616820000 RIDDLE VERNON M & ENA K 13.59
219 072900618980000 DAILEY WILLIAM J SR & CAROL ANN TRUS 0.60
236 072900616820000 RIDDLE VERNON M & ENA K 13.59
257 072900615065000 RIDDLE VERNON M & ENA K 23.83
262 072900711392000 RIDDLE BEN & DOROTHY 2.40
267 072900712111000 SUTTON CLIFFORD L & BARBARA C TRUSTE 1.71
286 072900700997000 HOGAN WILLIAM V & SANDRA L 0.89
288 072900710050000 ANGLIN JULIA MRS 0.07
291 072900700823000 RIDDLE BEN & DOROTHY 0.53
298 072900700659000 RIDDLE JOHN C 0.61
310 072900700588000 PRESNELL JACK 0.57
315 072900700497000 PRESNELL FAYE 0.55
319 072900701400000 PRESNELL FAYE
1 0.14
322 072900703151000 PRESNELL JACK 1.52
"'?i, w?e _/ fir A?','i ? ,ir t / e ?? ? ?' 7 k /. .,• ,???,
y ?r _ .°?? '? HI Std v i ! ?? Downstrea111
?? 1 f
Project Limits
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( i ? 1 I ? ?:l ? / \ ?? 1 ?°i _. ? L ? 1, ? ? ? ?? !? ??p i ?,
I i ; 1 1 S r'?i "t ? '.v ? i 27001\ ? ACV v ? - ??? w ? : ;
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_,,,`.tii t {{ ,i^: `.?, ??/,? -. (1 I c - ~ r ? '? \r^•. ? w j . f ? r--" i - I / ffi + i '`• ? \+ i
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Figure 1
Site Location Map with Stream Impact Site
Numbers
November 12, 2004 ENGINEERING & HYDROGEOLOGY
USGS Burnsville Quadrangle 50 COLLEGE STREET, AstEvu,LE, NC 28801
Scale 1 inch = 2000 feet TEL. [phone] FAc.828.281.3351
www.altamontenvironmental.com
Bowlens Creek
Yancev County, North Carolina
PATemplatesTigures in WordTigure Border.doc
r+
PRE-STORM CONDITION
CHANNEL TOP OF BANK
! I I NORMAL \VFTER LEVEL
i ORIGINAL STREAM BOTTOM
j
? /AFTER-STORM CONDITION \\ OODY;OTHER DEBRIS
z _.ROCK DEBRIS- u .
z
C
.1 q
RESTORED CONDITION
I
RESTORED STREAi f BOTTOM
I
TYPICAL CROSS SECTION
SOURCE: USDA NRCS CONSTRUCTION SPECIFICATION 400 - STREAM AREA DEBRIS REMOVAL
STRE`A'AMI AREA DEBRIS
ALTANIONT ENVIRONMENTAL, INC. ii
E!. N G IN E ER i N G& H YD R O G E-0 L O G Y R E M O V" L C O N C E f T UAL
50 COLLEGE STREET, ASHEVILLE, NC 28801
TEL.[phone] FAC.828.281.3351
www. altamontenvironmental. com
DRAWN BY: ZAN PRICE
PROJECT MANAGER: STUART RYMAN SCALE
CLIENT: YANCEY COUNTY NOT TO SCALE
DATE: NOVEMBER II, 2004
EMERGENCY WATERSHED PROTECTION
YANCEY COUNTY, NORTH CAROLINA
FIGURE I
2
Channel Bank
.l
Original Stream Bottom
Rack Erosion Debris
Eroded Area
Restored Stream Bottom
O
Eroded Rock Debris Backfill' Q O 0
O O
1.5 0 0 O 0
t?
o O 000
DOOOOO
O 00 a
AFTER
TYPICAL CROSS SECTION
SOURCE: USDA NRCS CONSTRUCTION SPECIFICATION 480 - STREAM CHANNEL AND STREAMBANK RESTORATION
STREAM CHANNEL AND FIGURE
ENGINEERING& HYDROGEOLOGY STREAMBANK RESTORATION
50 COLLEGE STREET, ASHEV ILLE, TIC 28801 CONCEPTUAL
TEL.[phone] FAC.828.281.3351
w?rtiv.altamontenvironmental.com
EMERGENCY WATERSHED PROTECTION
DRAWN BY: ZAN PRICE YANCEY COUNTY, NORTH CAROLINA
PROJECT MANAGER: STUART RYMAN SCALE
CLIENT: YANCEY COUNTY NOT TO SCALE
DATE: NOVEMBER II, 2004
BEFORE
ALTAMUNT ENVIRONMENTAL, INC.
NC DWQ 11/29/2004
Date Type Reference Original Amt. Balance Due Discount Payment
10/04/2004 Bill 475.00 475.00 475.00
Check Amount 475.00
DEC 0 1 2004
?M° NZWATE
T MR VAQUALITY
TER ERANCH
BB&T- Business Checking 475.00
44'e-