20051687 Ver 1_Complete File_20070825

O?O? W AT ?9
Michael F. Easley, Govcmor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of WaterQuality
September 9, 2005
Jon Creighton
Buncombe County Government
205 College Street
DWQ Project # 05-1687
Buncombe County
Asheville, NC 28801
_ V D
Subject Property: Swannanoa River, North Fork, & UT to BeeTreeneek/EWP
(Site: 30, 191, 192, 214, & 138) SEP 2 0 2005
Approval of 401 Water Quality Certification with Additional Con ditipr?D,IED"SANDSTTUNW QUALITY
Dear Mr. Creighton:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill within or otherwise impact approximately 530 linear 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 August 1,
2005. 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 that you described in your application. As "stable"
and "pre-storm" are not interchangeable terms, all work must be to ensure
stability, regardless of channel location. Additionally, channels cannot be
returned to it's pre-storm location unless there is documented instability is
submitted and approved as part of the application package. Additionally, nothing
in this authorization allows for the removal of any mid-channel depositions of
rock unless it is documented as part of the application and hydraulics analysis
indicate that the hydraulic capacity on the channel does not fall within the
regional curve. If you change your project beyond the activities authorized below, you
must notify us and you may be required to send us a new application. If the property is
sold, the new owner must be given a copy of this Certification and approval letter and is
thereby responsible for complying with all conditions. If total fills for this project (now or
in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet http://h2o enr.state.nc.us/ncwetlands
Nei e hCarolma
Iatura!!if
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Buncombe County:
Paget of 6
September 9, 2005
requires you to follow the conditions listed in the attached certification and any
additional conditions listed below.
The Additional Conditions of the Certification are:
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 Plan Location or Reference
Approved (Units)
Stream 530 (feet) Swannanoa River, North Fork,
& Beetree 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,
Buncombe County:
Page3 of6
September 9, 2005
shall be performed so that no violations of state water quality standards, statutes,
or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters
to the maximum extent practicable. If placement of sediment and erosion control
devices in wetlands and waters is unavoidable, they shall be removed and the
natural grade restored within six months of the date that the Division of Land
Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification
or applicable Buffer Rules, and any subsequent modifications, the applicant is
required to return the attached certificate of completion to the 401/Wetlands Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650.
6. 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.
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 (excavated)
from the stream channel under authorization of this permit except, if necessary, in
Buncombe County:
Page 4 of 6
September 9, 2005
the immediate vicinity of the eroding banks for the explicit purpose of anchoring
stabilizing or flow/grade control structures or for re-establishing the natural and more
stable stream channel dimensions. Streambed 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.
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. Riparian Zone Replanting
Replanting of vegetation within disturbed areas located within 25 feet of the
streambank associated with any land disturbing activity, repair, replacement
and/or maintenance must be done in a manner consistant with the Guidelines
for Riparian Buffer Restoration immediately following construction. (Please
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.
Buncombe County:
Page 5 of 6
September 9, 2005
14. If 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
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.
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.
18. Turbidity Standard
The turbidity standard of 10 NTUs (Nephelometric Turbidity Units) shall not be
exceeded as described in 15 A NCAC 2B. .0200. Appropriate sediment and
erosion control practices must be used to meet this standard.
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.
Buncombe Ccunty:
Page 6 of 6
September 9, 2005
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,
cglo X L
Alan W. Klimek, P.E., Director
Division of Water Quality
AW K/khb
Enclosures: GC 3376
Certificate of Completion
Guidelines for Riparian Buffer Restoration
cc: Mike D. Lovoy., Civil Design Concepts
Post Office Box 5432
Asheville, NC 28813
USACE Asheville Regulatory Field Office
DWQ 401/Wetlands Central Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 05-1687. EWP.Swan nanoa, N. Fork, &UTBeetree.Approval
Triage Check List
Date: 09/07/05 Project Name: Buncombe County EWP- Swannanoa River
N. Fork and UT, and Beetree Creels
DWQ #:05-1687
Kevin Barnett, Asheville Regional Office County: Buncombe
To:
60-day Processing Time: 9/06/05 to 11/04/05
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
cae?:7
CIVIL DESIGN CONCEPTS, PA
August 29, 2005
Rebekah Newton
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue
Room 208
Asheville, NC 28801-5006
Dear Ms. Newton,
f l?
20051687
?p05
SEP 6
?EpS ? p SS4RtJM Al RBRPtaCH
Y{EN?
Re: Emergency Watershed Project
(Stream Restoration)
CDC Project No. 10512
Please find enclosed a USACE permit application(Scction 401 and 404), a copy of the
Landowners Access Agreement application, a set of 8.5x11 plans , and a USGS Map excerpt
of the subject site for your review and approval.
The proposed project is a restoration effort in conjunction with the Emergency
Watershed Project to rebuild and stabilize various locally damaged streams to prevent further
erosion control problems to existing property and structures. Restoration for these projects will
consist of minimal strcambcd disturbance, debris removal and stream bank stabilization.
In an effort to be in construction as soon as possible and not jeopardize the funding for
these projects, we appreciate your expedited review of this application. We also welcome
comments by phone so that we can address your comments quickly and get into construction as
soon as possible.
Please call if you have any questions or desire any additional information.
Since 1 ,
C
Michael D. Lovoy,
Civil Design Concepts, P.A.
Cc: Cindy Karoly-DWQ
Kevin l3amett-DWQ
Gary l liggius-Buncombe Counly
Dave Mcllemy-Nof i Carolina Wildlife Resources Commission
s:\ACAD\10512\Docs\ iiNaug05.doc
P.O. Box 5432 Asheville, NC 28813 Phone: [phone] Fax: [phone]
Pre-Constniction Notification (PCN) Application FonnOffice Use Only: 2 O ON n 1crsiion8March 05 6 7
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Waterslied Buffer Rules
? Section 10 Pcrmit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 37
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, clieck liere: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and clicck here: ?
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 licre: ?
II. Applicant Information
FE@ TH 05
Owncr/Applicant Information SEP 6 2005
t:
Name: Gary His gins DENR-K?iER
Mailing Address: Buncombe County Soil & Watcr Cons etvatioilV-MDSANDSTOYAWATEst *+i+4
Asheville NC 28802
Telephone Number:
E-mail Address:
Fax Number:
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: Mike Lovoy
Company Affiliation: Civil Design Concepts
Mailing Address: 200 Swannanoa River Road
Asheville NC 28805
Telephone Number: 828-252-5388 Fax Number: 828-252-5365
?civildesi lug cotlcci)ts com
E-mail Address: mlovoyC
Page 1 of 8
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: Buncombe County Emergency Watershed Protection
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): See Attachment A
4. Location
County: Buncombe Nearest Town: Asheville
Subdivision name (include please/lot number):
Directions to site (include road numbers/names, landmarks, etc.):
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See Attachment A
6. Property size (acres):
7. Name of nearest receiving body of water: North Fork Swannanoa River, UT to North Fork
Swannanoa River Swannanoa River, Beetree Creek
8. River Basin: French Broad River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htti)://li2o.enr.st ite.iie.tis/admen/neaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: See Attachment B
10. Describe the overall project in detail, including the type of equipment to be used: The
project will require the use of hand tools and heavy equipment including front end loaders
and backhoes with hydraulic thumbs All equipment will be maintained to ensure no
hydraulic fluid will enter the stream channels.
Page 2 of 8
11. Explain the purpose of the proposed work: To protect property and restore damaged stream
channels to the stable, pre-storm condition, utilizing natural channel design to the best extent
practical.
IV. Prior Project History
If jurisdictional detenninations 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 inforniation. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future pen-nit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: See Attachment B for each separate
protect description
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
cnr.?rntnly lief ininar-tc diif- fn hnth etnlrtllre mid flnndiii 7_
Located within Distance to Area of
Wetland Impact Type of Wetland 100-year Nearest Impact
Site Number Type of Impact (e.g., forested, marsh, Floodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet
Total wetland Impact (acres) 0
Page 3 of 8
3. List the total acreage (estimated) of all existing wetlands on the property: 0 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acrca Te, multi I length X width, then divide b 43,560.
Stream

Impact

Perennial
Average

Impact
Area

Number Stream
Name
Type of Impact
or Stream Width
Before
Length of
Impact
(indicate on Intermittent
Impact (linear feet)
(acres)
ma

30 North Fork
Swannanoa Debris removal, bank stabilization,
P
30
120
0.03
River
revegetation, cross vane
UT North Debris removal, bank stabilization,
191 Fork revegetation, mid-channel bar P 30 150 0.10
Swannanoa
River removal, J-hook
Debris removal, bank stabilization,
192 Swannanoa revegetation, mid-channel bar and P 40 100 0.09
River point bar removal, reshape channel

214 Swannanoa Debris removal, bank stabilization,
P
50
30
0.09
River revegetation, J-hook
133 Beetree Debris removal, bank stabilization, P 30 30 0.06
Creek revegetation, cross vane
Total Stream Impact (by length and acreage) 530 0.42
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill excavation dred in flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number Name of Waterbody
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay, Area of
Impact
indicate on ma (if applicable) ocean, etc. acres

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the ppro'ect:
Stream Impact (acres): 0.42
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 530
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Page 4 of 8
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local storniwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
VII. Impact Justification (Avoidance and Minimization)
Expected pond surface area:
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The proposed projects will
take place within areas impacted by hurricanes during 2004.
VIII. Mitigation
DWQ - hi 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 January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, eiiliancing, or preserving similar
functions and values, preferable in the same watershed.
Pagc 5 of 8
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://li2o.enr.state.nc.us/ncwetlauds/strm,gide.litml.
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. No mitigation is proposed for this project
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at llttp://112o.enr.state.iie.us/wrp/index.11tm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):_
Amount of Non-riparian wetland mitigation requested (acres
Amount of Coastal wetland mitigation requested (acres):_
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an enviromnental 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 enviromnental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
Page 6 of 8
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify, )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
storniwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. No impervious surfaces will be constructed for
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.
Page 7 of 8
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
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h22.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
See Attached Narrative.
S"
aj
Applicant/ gent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
Attachment A
North Fork Swannanoa River, UT North Fork Swannanoa River, Emergency Watershed Protection PrograrT
Swannanoa River, Beetree Creek Buncombe County, North Carolinz

Site Number
Landowner
Address
PIN
Lat/Long
Receiving Water Trout
HQW Approximate
Channel In-stream Bank Debris
Water
Len nth Structure Repair Removal
30 Robert Burnett 3228 North Fork-Left Fork Rd.
Bl
k M
t
i
NC 28711 0700.01-49-2751 35.6533N
82
352
W North Fork
S No No 120 Yes Yes Yes
ac
oun
a
n, .
0 wannanoa River
191 Tommy Brown III 681 North Fork-Left Fork Rd. 0700.03-34-9398 35.6451 N UT to North Fork No No 150 Yes Yes Yes
Black Mountain, NC 28711 82.3523W Swannanoa River
192 Blue Ridge Road 865 Blue Ridge Rd. Black 0609.15-63-6050 35.6080N Swannanoa River No No 100 No Yes Yes
Property Mountain, NC 28711 82.3419W
214 Charles D. Owen
P
k 865 Warren Wilson Rd.
S
NC 28778 9689.13-14-2468 35.6102N
82
42
7W Swannanoa River No No 80 Yes Yes Yes
ar wannanoa, .
8
138 David Wernicke 750 Bee Tree Rd. 9689.05-08-3489 35.6207N Beetree Creek No No 80 Yes Yes Yes
Swannannoa, NC 28778 82.4316W
Emergency Watershed Protection Program
North Fork Swannanoa River, UT to North Fork Swannanoa River, Swannanoa River, Bcetree
Creek
Buncombe County, North Carolina
Attachment B
Five stream reaches on four stream channels in Buncombe County have been targeted for repair
under the Emergency Watershed Protection Program. Each of the projects is described below.
North Fork Swannanoa River
One stream reach of the North Fork Swannanoa River is targeted for repair. North Fork
Swannanoa River, from the Asheville water supply dam to the Swannanoa River, has a Best
Usage Classification of C, and is not a designated Trout water. A brief project description
follows.
Site 30 is approximately 120 linear feet in lcngtli. Proposed work for this reach includes debris
removal, bank stabilization and revegetation, and installation of one in-stream structure (cross
vane). This project will include removal of point bars and the use of deflector stories to protect
stream banks. One tree currently present on the remaining bank will be removed for safety
reasons. Adjacent laud use for this rcacli includes forested areas.
Unnamed Tributary to North Fork Swannanoa River
One reach of an unnamed tributary to the North Fork Swannanoa River is targeted for repair.
This reach has not been assigned a separate Best Usage Classification, and therefore shares the
classification of its receiving water, C. This reach is not a designated Trout water. A brief
project description follows.
Site 191 is approximately 150 linear feet in length. Proposed work for this reach includes debris
removal, removal of mid-cliannel bars, batik stabilization and revegetation, and installation of
one in-stream structure (J-hook). Deflector stones will be utilized to protect stream banks. As
part of this project, surge stone will be used to create a level crossing over a bedrock batik for the
landowner to use for farming purposes. Adjacent land use for this reach includes commercial
agriculture and limited forest areas.
Swannanoa River
Two reaches of the Swannanoa River are targeted for repair. The Swannanoa River, from its
source to the French Broad River, has a Best Usage Classification of C, and is not a designated.
Trout water. A brief description of each project follows.
Site 192 is approximately 100 linear feet in length. Proposed work for this reach includes debris
removal, removal of mid-cliannel bars and point bars, bank stabilization and revegetation. One
area of debris is very extensive, and may require the channel to be reshaped upon removal.
Deflector stones and root wads will be utilized to protect stream banks. Adjacent land use for
this reach includes commercial agriculture and forested areas.
Site 214 is approximately 80 linear feet in length. Proposed work for this reach includes debris
removal, bank stabilization and revcgetation, and installation of one in-stream structure (J-hook).
Deflector stones will be utilized to protect stream banks. Adjacent land use for this reach
includes commercial agriculture.
Rr•etren Crof-v
One reach of Beetree Creek is targeted for repair. Bectree Creek, from the Asheville water
supply dam to the Swannanoa River, has a Best Usage Classification of C, and is not a
designated Trout water. A brief project description follows.
Site 138 is approximately 80 linear feet in length. Proposed work for this reach includes debris
removal, bank stabilization and rcvegctation, and installation of one in-stream structure (cross
vane). Deflector stones will be utilized to protect stream banks. Adjacent land use for this reach
includes commercial agriculture and forested areas.

, o
12-
-7 O.1
PERMIT FOR EMERGENCY WATERSHED PROTECTION (EWP)
The undersigned landowners hereby grant permission to Buncombe County and the Buncombe
County Soil and Water Conservation District and/or their agents to enter upon our land for the
purpose of repairing the flood damage of stream channels and stream banks in the
00, watershed.
This permit includes the right to spread soil, remove and dispose of debris, install needed
measures, seed and mulch, and perform similar emergency watershed protection work
necessitated by the floods of September, 2004.
This permit also includes the right of ingress and egress on the land for the purpose of
maintaining or inspecting maintenance of the emergency works for the period of 1 year from the
date of completion. Work areas covered by this permit are sketched on the reverse of this form
or on an attached sheet.
Signed Date Signed Date

DS-.
08/26/2005 08:05 8282514908

BUNCOMBE SWCD
PAGE 02
1..1 o
7./0/
/m
PERMIT FOR EMERGENCY WATERSDED PROTECTION (EWP)
The undersigned landowners hereby grant permission to Buncombe Count and the Buncombe
County Soil and Water Conservation District and/or their agents to enter upon our land for the
purpose of repairing the flood damage of stream channels and stream banks in the
au?o,aon ????? watershed.
This permit includes the right to spread soil, remove and dispose of debris, install needed
measures, seed and mulch, and perform silxiilar emergency watershed protection work
necessitated by the floods of September, 2004.
This permit also includes the right of ingress and egress on the land for the, purpose of
maintaining or inspecting maintenance of the emergency works for the period of 1, year fi-om the
date of completion. Work areas covered by this permit are sketched on the reverse of this form
or on an attached sheet.
Si 91) AP pate ' Sign=rd Date

?
//-2110
?oZ
PERMIT FOR EMERGENCY WATERSHED PROTECTION (EWP)
The undersigned landowners hereby grant pec-itiission to Buncombe County and the Buncombe
Count Soil and Water Conservation District and/or their agents to enter upon our land for the
purpose of repairing the flood damage of stream channels and stream banks in the
watershed.
This permit includes the right to spread soil, remove and dispose of debris, install needed
measures, seed and mulch, and perform similar emergency watershed protection work
necessitated by the floods of September, 2004.
This permit also includes the right of ingress and egress on the land for the purpose of
maintaining or inspecting maintenance of the emergency works for the period of 1 year fi-om the
date of completion. Work areas covered by this permit are sketched on the reverse of this form
or on an attaclied sheet.
sign CC? Datc
sign ed Date

c? '
(V G VIPI ?ycK ?-,
` 16 Z
PERMIT FOR EMERGENCY WATERSHED PROTEC'T'ION (EWP)
Tile undersigned landowners hereby grant permission to Buncombe County and the Buncombe
County Soil and Water Conservation District and/or their agents to enter upon our land for the
purpose of repairing the flood damage of stream channels and stream banks in the
5,.,4H,? e'%% 4 ?:VA., watershed.
This permit includes the right to spread soil, remove and dispose of debris, install needed
measures, seed and mulch, and perform similar emergency watershed protection work
necessitated by the floods of September, 2004.
Tlus permit also includes the right of ingress and egress on the land for the purpose of
maintaining or inspecting maintenance of the emergency works for the period of 1 year from the
date of completion. Work areas covered by this permit are sketched on the reverse of this form
or on mi attached sheet. .
Si t icd Date Signed Date

PERMIT FOR EMERGENCY WATLRSI-UCD PROTECTION (EWP)
The undersigned landowners hereby grant permission to Buncombe County and the Buncombe
County Soil and Water Conservation District and/or their agents to enter upon our land for the
purpose of repairing the flood damage of stream channels and stream banks in the
5w aK?a 1 Ua watcl sllcd.
This permit includes the right to spread soil, remove and dispose of debris, install needed
measures, seed and mulch, and perform similar emergency watershed protection work
necessitated by the floods of September, 2004.
This permit also includes the right of ingress and egress on the land for the purpose of
maintaining or inspecting maintenance of the emergency works for the period of 1 year fi•om the
date of completion. Work areas covered by this permit are sketched on the reverse of this form
or on an attached sheet.
S i rg led
Date
1
? ? cos
Si gne
Date
?Omab'?
08/26/2005 08:05 8282514908 BUNCOMBE SWCD PAGE 07
APR-12-2005 10:36 FROM:PRRKS-' REC 820 298 0656 --"_E51490B
OQ/ AX/ xVd3 l l: qu aXUX3. Its v Mx'IVUmnC.TT?I?V4?vL?t?
'8L Wl?0M.8'E COO ?.? ?
SOIL iD W A?TER
CONSERVATION DISTRICT
P.2/2
rn%w- v•

rnM 25(64TM
1W jultard Av=ae, 8131to 204 TAX- (OM 2914908
AYbr M11r, NC 23301
Buncombe County son and water Conaer,'adurt Votrict
155 Hilliard Avcauo, Suite 204
Adwvillo„ NC 28801
Uf: Stream Restoration MOM=$ upon my proPC4Y
11Wa a.jc -' own propety located in Buncombe County, rcS'er+cruo PIN rem)
m)
and said ProP? is adJ'aecat to (sta
?, D_ n r ?c• ,??
do hereby apareo that the work and coy sbuction of imp mcmertts made and installed on may land by
winch coil I
Buncombe County wilt be prewrved and WAIDtAinod, mot altcrcd, removed, or dcStmycd,
Include protoated grws• trees, or other vegetation that was planted for their intended purposp3, for a
pcx)od of one year fbllawing the completion of said work.
operation aid maintautw.ca will be defined as reasonable and customary measurm that a land0mar
om conduct on their own. Thu JAndowner will not be rcaponsibla for danuges caused by catastrophic
events such as heavy rains or other .natural events beyond the control of the landowner.
If nap deeded mprov=ents or rcpaiTs are woded a9 A tosult of the landowner's lack of mAintemue,
altvradou or dosttuctiou ofimprovemeno will be perfbrmed at owner'o cxpataaa
The landowner will allow Buncombe County or Its' aaents access to their property for purpoaos of
inspection for a period of onq jew AAct completion. Of imprrovcmonto.
...?' Landowner ature
Date
Lacdowncr gianature
j

JA,
/o Z.
PERMIT FOR EMERGENCY WATERSHED PROTECTION (EWP)
The undersigned landowners hereby grant permission to Buncombe County and the Buncombe
County Soil and Water Conservation District and/or their agents to enter upon our land for the
purpose of repairing the flood damage of stream channels and stream banks in the
Q0'AUL \TQ 1` "ve.
watershed.
This permit includes the right to spread soil, remove and dispose of debris, install needed
measures, seed and mulch, and perform similar emergency watershed protection work
necessitated by the floods of September, 2004.
This permit also includes the right of ingress and egress on the land for the purpose of
I I
maintaining or inspecting maintenance of the emergency works for the period of 1 year fi-om tile
date of completion. Work areas covered by this permit are sketched on the reverse of this form
or on an attached sheet.
S_ iened
Date
?
Lo

Signed
Date
BUN_ COMBE COUNTY
EWP PROJECT
ROBERT BURNETT PROPERTY
3228 N FORK LEFT FORK, BLACK MOUNTAIN, NC 28711
PIN: 0700.01-49-2751
SWANNANOA RIVER, NORTH FORK
BUNCOMBE COUNTY SITE NUMBER: 30
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED BY
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 20805
PHONE [phone] Environmental
FAX [phone]
CIVIL DESIGN CONCEPTS, PA Services, Inc.
http:/lwww.clvlldoslgnconcopts.coml
SCOPE OF PROJECT
SLOPE BANKS BACK
CUT/BACKFILL BANKS
RE-VEGETATE BANKS
INSTALL ROCK VANES
- INSTALL DEFLECTOR STONES
CDC JOB NO. 10512
DATE. AUGUST 1, 2005
SITE #30
a.S 1 r ' 'i 1 ?
?.?_ , ' ++. { t•, tit. - !" f`'?? + - r .: .
Ito
?urn` t4??ry'`'11G ?i?C'r-fix
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L t l' . t + {
Al 4
?'-1 " r?? ' ; .', !T! - -4j -..,y. <. , .cis„ ¦ . 44.,,x+ •' ! i i ,'te. - .p , ''
e VP
i _IA,
• t ?'' ,/',.. _; }i• ¦ ? : ?.. { { fh1E'1 i_ .nVa,.- ,,• •_ .:'?`.., ', `', ••.. ;;s, 4t::' ? r +' ` ?, „
j1? ..'1. i. -y g4 ,4
}i
{,,,??[••,,Il?rk`rr .IIIi'-?- _ - i •;,ti tea. ...?' jr
i ?*,14 1? r{r,(?itsFj ?''LQt FrAl
DIRECTIONS:
— FROM 1-240 E MERGE ONTO 1-40 E VIA THE EXIT ON THE LEFT TOWARD STATESVILLE.
— TAKE EXIT 59 TOWARD SWANNANOA.
— TURN LEFT ONTO PATTON COVE RD.
— TURN RIGHT ONTO US-70/BLACK MOUNTAIN HWY.
— TURN LEFT ONTO GROVESTONE RD.
— GROVESTONE RD BECOMES NOTH FORK RD.
— TURN LEFT ONTO N FORK LEFT FORK RD
— END AT 3228 N FORK LEFT FRK.
AERIAL PHOTO FOR:
42�
ROBERT BURNETT C G
PROPERTY CIVIL DESIGN CONCEPTS,
SCALE: NOT TO SCALE
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28805
PHONE [phone]
FAX [phone]
www.civildesignconcepts.com
Environmental
Services, Inc.
SITE #30

UPSTREAM
STREAM DAMAGE REPAIR FOR:
200 SWANNANOA RIVER RD.
PHONE
PNONE (828)28) 252 262-6958
ROBERT BURNETT G G ASHEVILLE, IF Environm
FAX [phone] Services,
PROPERTY CIVIL DESIGN CONCEPTS, PA
wWw.clvlldesignconeepb.com 7? r
SCALE: NOT TO SCALE SITE #00 I
I 1 ?
I
i

DOWNSTREAM
PROPOSED BACKFILL 02:1 PROPOSED SLOPE BANKS BACK PROPOSED CUT TREE
SLOPE, RE-VEGETATE,AND GMAX 1.5:1, RE-VEGETATE,AND
INSTALL COIR MATTING (TYP) INSTALL COIR MATTING (TYP)
(SEE DETAIL) (SEE DETAIL)

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PROPOSED
NGULA
R
E
]
DEFLECTOR
)
(MIN 2 TON
PROPOSED CONSTRUCTION OF
CROSS-VANE SEE DETAIL
SEE SHEET C3
STREAM DAMAGE REPAIR FOR:
0

ROBERT BURNETT 200EWANNANO 8RIVER RD.

ASH, NO
28806

806 Environmental
ONE
[phone]
PH
G Q*C10-
9;

PROPERTY 2-536
FAX (828) [phone]
62398 5
FA6 .S@NICeS, Inc.
CIVIL DESIGN CONCEPTS, PA

SCALE: NOT TO SCALE www.eivildesignconcepte.com
S1 7E MV C

UPSTREAM
PROPOSED SLOPE BANKS BACK PROPOSED BACKFILL 02:1
GMAX 1.5:1, RE-VEGETATE,AND SLOPE, RE-VEGETATE,AND
INSTALL COIR MATTING (TYP) INSTALL COIR MATTING (TYP)
(SEE DETAIL) (SEE DETAIL)
?.
2

. 'I

STREAM DAMAGE REPAIR FOR:
ROBERT BURNETT G
PROPERTY civil
SCALE: NOT TO SCALE
TREE
CUT
T 200 SWANNANOA RIVER RD.
ASHEVILLE, NC 28806
PHONE[phone]
GN CONCEPTS, PA FAX [phone]
www.civiMselpnooncepte.corn
SUE
DOWNSTREAM
STREAM DAMAGE REPAIR FOR:
ROBERT BURNETT
PROPERTY
SCALE: NOT TO SCALE
L
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28806
PHONE [phone]
FAX[phone]
www.eivlldeelpnooncepte.com
SITE 040
STREAM DAMAGE REPAIR FOR:
ROBERT BURNETT
PROPERTY
SCALE: NOT TO SCALE
GN CONCEPTS, I
200 8WANNANOA RIVER RD.
ABHEVILLE, NO 28608
PHONE [phone]
FAX(828)252$965
www.clvlldeslgnconcepte.com ?
S/ I/?G #30
BUNCOMBE COUN
EWP PROJECT
TOMMY BROWN 111 PROPERTY
681 NORTH FORK-LEFT FORK RD., BLACK MOUNTAIN, NC 28711
PIN: 0700.03-34-9398
SWANNANOA RIVER
BUNCOMBE COUNTY SITE NUMBER: 191
CLEW
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED BY
c200 EWANNAN 26RIVER RD.
G (.2 ) 2 806
PHONE [phone] Environmental
(828) 262--6286888
CIVIL DESIGN CONCEPTS, PA *;Services, Inc.
http://www.cfvlldeaigneoncepte.comi
SCOPE OF PROJECT
SLOPE BANKS BACK
- BACKFILL BANKS
RE-VEGETATE BANKS
- INSTALL DEFLECTOR STONES
INSTALL J-HOOK
INSTALL SURGE STONE
SHIFT GRAVEL BAR
CDC J06 NO. 10512
DATE. AUGUST 1, 2005
SITE #191
- .1r; _ —. { •.4 k', '' t ;�, . j i� 'w•- .. � . r tL,� y , �+ r 9 j _ '' t
YJ '. •,l - f - � - 4-'� � tea. 1 � `''t . � . ��� _ �1'# �*'+-•+•.• "_ �_. i ` ! - v
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DIRECTIONS:
- FROM 1-240 E MERGE ONTO 1-40 E THE EXIT ON THE LEFT TOWARD STATESVILLE.
- TAKE EXIT 59 TOWARD SWANNANOA.
- TURN LEFT ONTO PATTON COVE RD.
- TURN RIGHT ONTO US-70/BLACK MOUNTAIN HWY.
- TURN LEFT ONTO GROVESTONE RD.
- GROVESTONE RD BECOMES NORTH FORK RD.
- END AT 681 N FORK RD.
AERIAL PHOTO FOR:
GCG ? 200 SWANNANOA
52-SM RIVER RD. w Services,
TOMMY BROWN III ASHEVILLE, NO 28005 Environm
PHONE [phone]
PROPERTY CIVIL DESIGN CONCEPTS, PA FAX [phone]
www.cIvikled5nooncepta•oom
SCALE: NOT TO SCALE S,c #W F(
UPSTREAM VIEW
STREAM DAMAGE REPAIR FOR:
TOMMY BROWN 111
PROPERTY
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28806
PHONE [phone]
FAX [phone]
I __ www.civildesignooncePb.com
SCALE: NOT TO SCALE S17 #10

DOWNSTREAM VIEW
PROPOSED CUT POINT
PROPOSED ANGULAR
DEFLECTOR STONE
(MIN 2 TON STONE)
...t
Mn
l ..P 414 i_? ?Iqr('
T
r fA y e
w
,
tl1,

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17

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y, F .. 6 ? ? FYL i
- AA1 ?k
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.:j
f i J'
} _ ? 'F ?tl l t;} a sYy`[1' 11?I ,q?'t f r -

PROPOSED BACKFILL 02:1
SLOPE, RE-VEGETATE, AND
INSTALL COIR MATTING (TYP) PROPOSED CONSTRUCTION OF
(SEE DETAIL) "J HOOK" O 25' (SEE DETAIL)
"IN STREAM STRUCTURES EXACT BANK INTERSECTION, SLOPE, AND DEGREE OF DEPARTURE FROM BANK
WILL BE DETERMINED IN THE FIELD PRIOR/DURING CONSTRUCTION.
STREAM DAMAGE REPAIR FOR:
"

TOMMY BROWN III 200 PHONE SWANNANO RIVER RD.
ASHEVILLE, Environmental
PHONE (828)
G at
PROPERTY
CIVIL DESIGN CONCEPTS, PA FAX (828) Z62.53652.6986 Services, Inc.
www.cMIdnipnconospb.c=
S
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SCALE: NOT TO SCALE / G *

DOWNSTREAM VIEW
PROPOSED REMOVE
POINT AND CONTINUE
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PROPOSED REMOVE TREES
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(CONTINUED FROM C2)
STREAM DAMAGE REPAIR FOR:

OMMY BROWN III G G

AS
200 HONE (OSWANNAN RIVER RD.
P
,NC 28 286G6 Environmental
PHONE [phone]
PROPERTY
CIVIL DESIGN CONCEPTS, PA FAX[phone] Services, Inc.
www.clvlldealgneonceptB.com
SCALE
NOT TO SCALE S17 E *191 C4
:

DOWNSTREAM
STREAM DAMAGE REPAIR FOR:
TOMMY BROWN III G G
PROPERTY CIVIL DESIGN CONCEPTS,
SCALE: NOT TO SCALE
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28805
PHONE [phone]
FAX [phone]
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PROPOSED BACKFILL 02:1
SLOPE, RE-VEGETATE, AND
INSTALL COIR MATTING (TYP)
(SEE DETAIL)
STREAM DAMAGE REPAIR FOR:

OMMY BROWN III
200 8WANNAN RIVER RD.
AS
PHONELLE,NC 28 28606 Environmental
PHONE [phone]
G G
PROPERTY CIVIL DESIGN CONCEPTS, PA FAX [phone] Services, Inc.
www.olvildeelgnooncepte.com
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SCALE: NOT TO SCALE

DOWNSTREAM
PROPOSED TREES TO BE
PROPOSED SHIFT BAR
TO RETURN STREAM TO
SINGLE CHANNEL FLOW
(USE AS BACKFILL AS

8A.
PROPOSED BACKFILL 02:1
SLOPE, RE-VEGETATE, AND
INSTALL COIR MATTING (TYP)
DEFLECTOR STONE
(MIN 2 TON STONE
STREAM DAMAGE REPAIR FOR:
TOMMY BROWN III G
PROPERTY civil
SCALE: NOT TO SCALE
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28808 E
PHONE [phone]
N CONCEPTS, PA FAX [phone]
www.civlldesignewcepte.com
SITE #191

UPSTREAM VIEW
PROPOSED REMOVE
TREE AND ROOTS

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STREAM DAMAGE REPAIR FOR:

TOMMY BROWN 111 G G 200 B F"ONE LLE ILLS. N RIVER RD.
NC 28 26806
PHONE [phone]
Environmental
FAX [phone] SefVICAS, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
www.olvildeel0noencepb.c m
S17E # [C8
SCALE: NOT TO SCALE

STREAM DAMAGE REPAIR FOR:
TOMMY BROWN III
PROPERTY
DOWNSTREAM VIEW
qll§lllr
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28808
PHONE [phone]

GN CONCEPTS, PA FAX [phone]
www.eivildeelpnooncepte.com
Services,
SCALE: NOT TO SCALE I SITE *W
BUNCOMBE COUNT
EWP PROJECT
BLUE RIDGE ROAD PROPERTY
865 BLUE 1XXZ' IV, BLACK MOUMA/N, NC 28711
PIN: 0609.15-63-6050
SWANNANOA RIVER-MAIN
BUNCOMBE COUNTY SITE NUMBER: 192
CGEMP
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE,, NC 28801
[phone]
PREPARED BY
I
200 BWANNANOA RIVER RD.
HONE (82, 28806
ASHEVILLE NO
PHONE [phone] Environmental
caoc'?% P
CIVIL DESIGN CONCEPTS, PA FAX [phone] Services, Inc.
Mtp:itwww.olvlldeslpnoonoepts.ooml
SCOPE OF PROJECT
- SLOPE BACK ERODED AREAS
BACKFILL ERODED AREAS
RE-VEGETATE ERODED AREAS
INSTALL ROCK VANES
INSTALL DEFLECTOR STONES
- RE-SHAPE STREAM
DEBRIS REMOVAL
- INSTALL ROOT WAD
CDC JOB NO. 10512
DATE AUGUST 1, 2005
S17E #192
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DIRECTIONS:
- fROM 1-240 E MERGE ONTO 1-40 E VIA THE EXIT ON THE LEFT TOWARD STATESVILLE.
TAKE EXIT 59 TOWARD SWANNANOA.
TURN LEFT ONTO PATTON COVE RD.
TURN RIGHT ONTO US-70/ BLACK MOUNTAIN HWY.
TURN RIGHT ONTO BLUE RIDGE RD.
END AT 865 BLUE RIDGE RD.
AERIAL PHOTO FOR:
BWANNANORIVERRD.
AS
200
ABHEVILLE, NO 28806 JF Enwi
BLUE RIDGE ROAD PHONE [phone]
C ac
CIVIL DESIGN CONCEPTS, PA fax [phone] Serv
PROPERTY
www.cMktmignconceptB.com
SCALE: NOT TO SCALE SITE "192

SIDESTREAM VIEW
PROPOSED DEBRIS REMOVAL (TYP)

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STREAM DAMAGE REPAIR FOR:
G G 200 WANNAN RIVER R0.
ASHEVILLE, 28
606
PHONE [phone].6988

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PROPERTY CIVIL DESIGN CONCEPTS, PA FAX [phone] S@n/IC@S, Inc.
www.eivikt"gnconcepte.com
SCALE: NOT TO SCALE S / E #192 EC2
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DOWNSTREAM VIEW
STREAM DAMAGE REPAIR FOR:
200 wANNANOA RIVER RD.

BLUE RIDGE ROAD E
L 26) 2528806
PHONE
PNONE (626)
6
C ac
PROPERTY -53SS
CIVIL DESIGN CONCEPTS, PA FAX [phone]
www.alvlldeolgnconcepte.com
SCALE: NOT TO SCALE
SUE #192
STREAM DAMAGE REPAIR FOR:
BLUE RIDGE ROAD
PROPERTY
UPSTREAM VIEW
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200 BWANNANOA RIVER RD.
ASHEVILLE, NO 28805

GN CONCEPTS, PA
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FAX [phone]

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SCALE: NOT TO SCALE I SITE #192
CHANNEL OF LIVE,
AND FALLEN DEBR
-.,r.

BED TO BE
AFTER DEBRIS
STREAM DAMAGE REPAIR FOR:
BLUE RIDGE ROAD
PROPERTY
SCALE: NOT TO SCALE
200 SWANNANOA RIVER RD.
Pm* ASHEVILLE, NO 28806
PHONE [phone]
FAX (828) 252. MG
GN CONCEPTS, PA
www.cMkl"lgnwncepte.com
SITE #192
Inc. I

DOWNSTREAM VIEW
STREAM DAMAGE REPAIR FOR:
C ac 200 BWANNAN RIVER R0.
BLUE RIDGE ROAD PHONE [phone] 28806 Environments
PHONE [phone]
CIVIL DESIGN CONCEPTS, PA FAx(e2e)2e2s36e Services, Inc.
PROPERTY
www.oM[deslgnconcepts.com
SCALE: NOT TO SCALE SUE #192 Fc
DOWNSTREAM VIEW
PROPOSED REMOVE
TREE, ROOT AND PROPOSED REMOVE DEBRIS
RE—VEGETATE
k
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1
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PROPOSED SLOPE BANKS
BACK GMAX 1.5:1, AND
PROPOSED ANGULAR
INSTALL COIR MATTING
DEFLECTOR STONE
(TYP) (SEE DETAIL)
(MIN 2 TON STONE)
STREAM DAMAGE REPAIR FOR;
200 3 RIVER RD.
RIDGE ROAD
G
ILLS, N 28
PHONELLE,NC28805 Environmental
ASHEVBLUE
PHONE [phone]
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9;
PROPERTY
CIVIL DESIGN CONCEPTS, PA FAX[phone] Services, Inc.
vnvw.clvlldealgnconcepG.com
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SCALE: NOT TO SCALE
11'/92

DOWNSTREAM
(PROPOSED CLEAR EXISTING(
CHANNEL OF LIVE, DEAD,
AND FALLEN DEBRIS

STREAM DAMAGE REPAIR FOR:
BLUE RIDGE ROAD
PROPERTY
SCALE: NOT TO SCALE
L
200 BWANNAN 28 RIVER RD.
AS
ABHEVILLE,NC 28806
PHONE [phone]
FAX[phone]
S, PA
000' www.olvlldeelpneoncepte.com
SITE #192
DOWNSTREAM VIEW
STREAM DAMAGE REPAIR FOR:
BLUE RIDGE ROAD
PROPERTY
GN CONCEPTS, I
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28806
PHONE [phone]
FAX[phone]
SCALE: NOT TO SCALE I SUE
STREAM DAMAGE REPAIR FOR:
BLUE RIDGE ROAD
PROPERTY
SCALE: NOT TO SCALE
SIDESTREAM
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28805
PHONE [phone]
FAX [phone]
GN CONCEPTS, PA
www.elylldeslgnconcepte.com
SITE #152
DOWNSTREAM VIEW
STREAM DAMAGE REPAIR FOR:
BLUE RIDGE ROAD
PROPERTY
SCALE: NOT TO SCALE
SON CONCEPTS,
200 SWANNANOA RIVER RD.
ASHEVILLE, NC 28806
PHONE [phone]
FAX [phone]
www.clvlldesignconcepts.com
SITE #192
SIDESTREAM VIEW
STREAM DAMAGE REPAIR FOR:
BLUE RIDGE ROAD
PROPERTY
200 SWANNANOA RIVER RD.
ASHEVILLE,NO 28806
PHONE [phone]
FAX[phone]
www.eivildesignooncepte.com
SCALE: NOT TO SCALE SITE #192
Services,
BUNCOMB
EWP P
COUNTY
OJECT
CHARLES D. OWEN PARK
865 WARREN WILSON RD., SWANNANOA, NC 28,778
PIN: 9689.13-14-2468
SWANNANOA RIVER
BUNCOMBE COUNTY SITE NUMBER: 214
Cx.EMT
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED BY
200 S NO RIVER RD.
ASHEVI LLSILLE, 28 8806
PHONE [phone]
ca'c;w
FAX [phone]
CIVIL DESIGN CONCEPTS, PA
http:llwww.oivlldmipnoonoepts.oom/
SCOPE OF PROJECT
- BACKFILL ERODED AREAS
RE-VEGETATE ERODED AREAS
INSTALL DEFLECTOR STONES
- INSTALL J-HOOK
DEBRIS REMOVAL
Environmental
Services, Inc.
CDC ?OB NO. 10512
DATE. AUGUST 8, 2005
SITE #214

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START OUT GOING NORTHEAST ON NC-81/SWANNANOA RIVER RD TOWARD BRITT DR.
TURN SLIGHT RIGHT ONTO TUNNEL RD/US-70.
- TURN LEFT ONTO WARREN WILSON COLLEGE RD.
END AT 895 WARREN WILSON RD.
AERIAL PHOTO FOR:
C.D. OWEN PARK
PROPERTY
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28808
PHONE (828) 2
8
JN CONCEPTS, PA FAX [phone]
www.eivlldesigneoncepte.com
SCALE: NOT TO SCALE I SITE #214
102
100
98
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96
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94
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92
90
88
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0 10
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location:
description:
hei ht of instrument ft :
omit distance FS
notes Q (fU (ft)
bankfull
I II
0 1 d
20 30 40 50
Width from River Left to Right (ft)
93.77
93.29
91.4
91.48
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177.5 x-section area 3.8 d mean
47.1 width 50.5 wet P
4.7 d max 3.5 h yd radi
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0.00 shear stress Ibs/ft s
0.00 shear velocity ft/sec
0.000 unit stream power (lbs/ft/sec)
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CROSS SEC'nON FOR:
C.D. OWEN PARK
PROPERTY
SCALE: NOT TO SCALE
200 SWANNANOA
ASHEVILLE, NO 28808 RIVER RD.
PHONE [phone] Environmental
FAX [phone] Services, Inc.
:,N CONCEPTS, PA M6
www.olWldeelpnoonospb.oom
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102
100
98
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92
90
Site#214 Riffle
0 10 20 30 40 50 60 70
Width from River Left to Right (ft)
location:
description:
ht of instrument (ft):
bankfull to of
94.29 96.
CROSS SECTION FOR:
C.D. OWEN PARK
PROPERTY
SCALE: NOT TO SCALE
cnannei Ivlannir
slope (%) "n"
dimensions j
120.8 x-section area 2.5 d mean i
48.2 width 49.7 wet P
3.6 d max 2.4 h yd radi
6.1 bank ht 19.2 w/d ratio
200.0 W flood rone area 4.2 ent ratio
1.4
170.3
0.05
0.15
0.066
0.02
number
ASEVILLE, NC 28806 SWANNANIDA ER RD.
EnV
PHONE [phone]

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PA FAx [phone]
Ser
,
WAMClvlldeslpnconcepb.oom
SITE #29

VIEW

STREAM DAMAGE REPAIR FOR:
200 SWANNANRIVER RD.
ASHEVILLE, NC 28
PHONE
805 Environments
PNONE (528)28) 262 ffi2.5358
G G
FAX [phone] Services, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
www.ciWideslgnooncepts.com ?+/TC ?t #2
SCALE: NOT TO SCALE SR E 14 lc?
I i r . j

UPSTREAM VIEW
PROPOSED BACKFILL 02:1
SLOPE, RE-VEGETATE, AND
INSTALL COIR MATTING
(TYP)(SEE DETAIL)

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Ce _
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All
•?r., i? •I f ?' ? .. s.. 1,? ? is

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PROPOSED CONSTRUCTION OF
"J HOOK" 030' (SEE DETAIL)
STREAM DAMAGE REPAIR FOR:

.D. OWEN PARK G G 200 BWANNAN RIVER RD.

28805
PHONE [phone]
PHONE [phone]

Environmental

PROPERTY
CIVIL FAX[phone]
DESIGN CONCEPTS, PA services, Inc.
www.olvlldeslgneoncepte.com
S /C #214 EC5
SCALE: NOT TO SCALE

I
C.D. OWEN PARK
PROPERTY
SCALE: NOT TO SCALE
SN CONCEPTS,
200 6WANNANOA RIVER RD.
ASHEVILLE,NO 28806
PHONE [phone]
FAX[phone]
www.civildesignooncepte.com
Services,
S / G #29
BUNCOMB
EWP P
COUNTY
OJECT
DAVID WERNICKE PROPER 7 Y
750 BEE TREE RD., SWANNANOA, NC 28778
PIN: 9689.05-08-3489
SWANNANOA RIVER
BUNCOMBE COUNTY SITE NUMBER: 138
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED BY
200 N RIVERRD.
AS
ASHEMLLEVILLE, NC 28 28806
PHONE [phone]
caoc'?%FAX
[phone]
CIVIL DESIGN CONCEPTS, PA
http:lt m.olvildeelpnoonoepte.ooml
SCOPE OF PROJECT
- SLOPE BACK ERODED AREAS
- RE-VEGETATE ERODED AREAS
- INSTALL DEFLECTOR STONES
- ROCK VANES
- REMOVE DEBRIS
Environmental
Services, Inc.
CDC JOB NO. 10512
DATE. AUGUST 1, 2005
SITE #138
1 _
Jack Gap' '
Bartlett Mtn
Ch'• ..
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Watch Knob 1
Watch'Knob
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6°W
FName: OTEEN Location: 035° 3T 19.0" N 082° 25' 39.1 W i
Dale: 1/61200 Capbm Buewmbe
Scale: 1 inch equals 2000 fW Wemidce EWP
gi

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ft:
CdJiLJ.7
START OUT GOING NORTHEAST ON NC-81/SWANNANOA RIVER RD TOWARD BRITT DR.
TURN SLIGHT RIGHT ONTO TUNNEL RD/US-70.
TURN SLIGHT LEFT ONTO RIVER WOOD RD.
TURN LEFT ONTO BEE TREE RD.
TURN SLIGHT RIGHT ONTO BEE TREE LAKE RD.
END AT 750 BEE TREE RD.
AERIAL PHOTO FOR:
BWANNANORIVERRD.
AS
200
PHONE
806 Enviroi
PNONE (828)8) 262- 282.6988
DAVID WERNICKE LL 8
C ac
Service
CIVIL DESIGN CONCEPTS, PA FAx[phone]
it -
PROPERTY
www.clWldealpnooncepb.oom r
SCALE: NOT TO SCALE S/TF '138 I

UPSTREAM VIEW
PROPOSED DEBRIS REMOVAL (TYP)

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STREAM DAMAGE REPAIR FOR:

AVID WERNICKE

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200 N
RIVER RD.
ASN
PHONE (828) (828) M 26262.5838 988
G G

Environmental
PROPERTY CIVIL DESIGN CONCEPTS, PA FAX [phone] Services, Inc.
www.clylldeslpnooncepte.com
STE #w C2
SCALE: NOT TO SCALE

UPSTREAM
STREAM DAMAGE REPAIR FOR:
DAVID WERNICKE
PROPERTY
SCALE: NOT TO SCALE
SN CONCEPTS, I
200 SWANNANOA RIVER RD.
ASHEVILLE,NC 28806
PHONE [phone]M
FAX[phone]
www.clvlldeslpnconcepts.com
SITE
DOWNSTREAM VIEW
STREAM DAMAGE REPAIR FOR:
DAVID WERNICKE
PROPERTY
SCALE: NOT TO SCALE
6a# 'q
GN CONCEPTS, I
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28806
PHONE [phone]
FAX[phone]
wwwx1vlldeelpnconcepte.com
5 IG
Services,
DOWNSTREAM VIEW
STREAM DAMAGE REPAIR FOR:
DAVID WERNICKE
PROPERTY
SCALE: NOT TO SCALE
200 SWANNANOA RIVER RD.
ASHEVILLE,NO 28808
PHONE [phone]
FAX[phone]
www.cMtdeelgnooncepts.com
S/C #m
Inc.
STREAM DAMAGE REPAIR FOR:
DAVID WERNICKE
PROPERTY
DOWNSTREAM VIEW
441101
4, 200 SWANNANOA RIVER RD.
4 ASHMLLE. NO 28805
`?' PHONE (628)
68

GN CONCEPTS, PA FA
X 828) 282.898
VAM.clvildeel8nooncepfe.oom
Inc.
SCALE: NOT TO SCALE I SI