20051688 Ver 1_Complete File_20050906

VA
T ?9pG
September 9, 2005
Alan W. Klimek, P.E. Director
Division of WaterQuality
DWQ Project # 05-1688
Buncombe County
Jon Creighton
Buncombe County Government
205 College Street
Asheville, NC 28801
a k87 Lri- .31
SEP 2 0 2005
DENR - WATER QUAUTy
Subject Property: Swannanoa River, Christian, Cane, Ashworth, W"V(=QUVOR&6kftR6RANCN
Creeks - EWP (Site: 42,159, 220, 147, 69, 79, 81, 83, 86, 89, 87,
90, 148, 145, & 216)
Approval of 401 Water Quality Certification with Additional Conditions
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 1,500 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 ?AIRI_I R
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] Internet: httpJ/h2o.enr.state.nc.us/ncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
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 rnet.
No other impacts are approved including incidental impacts:
Amount Plan Location or Reference
Approved (Units)
Stream 1,500 (feet) Swannanoa River, Christian,
Cane, Ashworth, & Harmony
Creeks
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,
r
Buncombe County:
Page 3 of 6
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 213. .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 1506 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 County:
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,
e?, e. ?`Zzux?tc /,'
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: 05-1688.EWP.Swannanoa,Christian, Cane,Asheworth,&Harmony.Approval
Triage Check List
tl it ?I ? J
Date: 09/07/05 Project Name: Buncombe County EWP- Swannanoa River
Christian, Cane, Ashworth, Harmony Creeks
DWQ #:05-1688
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!
C at' - t ? '- - -)
CIVIL DESIGN CONCEPTS, PA
August 29, 2005
Rcbekali Newton
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue
Room 208
Asheville, NC 28801-5006
Dcar Ms. Newton,
+ r
t, ? ? I' I }ft
o C@I-E, 0WR-
SEP 6 2U05
DENR - WATER QUALITY
yOWIDS AND ST6MPIATIR BVWcN
20051688
Re: Emergency Watershed Project
(Stream Restoration)
CDC Project No. 10512
Please find enclosed a USACE permit application(Section 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
Waterslicd 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 strealnbcd 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 -cl ,
Michael D. Lovoy,
Civil Design Concepts, P.A.
Cc: Cindy Karoly-DWQ
Kevin Barnett-DWQ
Gaty Higgins-Buncombe County
Dave Mcl lenty-North Carolina Wildlife Resources Commission
S:\ACAD\10512\Docs\m24aug05.doc
P.O. Box 5432 Asheville, NC 28813 Phone: [phone] Fax: [phone]
Pre-Construction Notification (PCN) Application FormOffice Use Only: Form Version March 05
2 0 0 ? ? ? ?
USACE Action ID No. DWQ No. 5
(If any particular item is not applicauie to this project, piease enter Not Appucamu or NiA .)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Pen-nit Number(s) Requested: NWP 37
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further detail-) o er_,?ch e:
?G
II. Applicant Information D
SEP 6 2005
1. Owner/Applicant Information
D[NR • WATER QUALITY
Name: Gary Himins wena? ^.pn-
' i"
WIV
Mailing Address: Buncombe County Soil & Water Conservation cFl
Asheville NC 28802
Telephone Number: Pax Number:
E-mail Address:
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 Lovov
Company Affiliation: Civil Design Concepts
Mailing Address: 200 Swannanoa River Road
Asheville NC 28805
Telephone Number: 828-252-5388 Pax Number: 828-252-5365
E-mail Address: mlovoyncivildesignconcepts com
n.._.. i ..co
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 phase/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: Swannanoa River Christian Creek CaneCreek
Ashworth Creek Hominy 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 http•//h2o.enr.state.llc.us/admin/illaLls/.)
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.
n.. -- 'f „c 0
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 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 1D 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.Y. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. 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
project 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,
e aratel list im acts due to both structure and flooding.
s
Located within
Distance to
Area of
Wetland Impact T e of Wetland
yp 100-year
r Nearest Impact
Site Number Type of Impact (e.g., forested, marsh, Ploodpla Stream (acres)
(indicate on map) herbaceous, bog, etc.) (es/no) (linear feet
Total Wetland Impact (acres) 0

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 acreage multi 1 length X width, then divide by 43,560.
Stream Impact
Average
Impact Area
f
Number Stream Type of Impact Perennial or
Intermittent? Width
Stream Length o
Impact
(indicate on Name Before Impact (linear feet)
ma acres

42 annanoa
Sw Bank repair, revegetation P 30 50 0.03
River
Swannanoa Debris removal, batik repair, P 50 50 0.06
159 River reve etation
Swannanoa Debris removal, bank repair, p 50 360 0.41
220 River revegetation
147 Christian Bank repair, revegetation P 25 45 0.03
Creek
69 Cane Creek Debris removal, bank repair, 1, 70 90 0.12
reve etation
Debris removal, bank
3' 86,
79, 81, Cane Creek stabilization, revegetation, 2 J- P 60 225 0.31
89 hooks, 1 cross vane
Debris removal, bank
87 Cane Creek stabilization, revegetation, 1 J- P 50 200 0.23
hook
90 Cane Creek Debris removal, bank P 60 60 0.08
stabilization
148 Cane Creek Bank stabilization, p 60 90 0.12
reve getation 2 J-hooks
Debris removal, bank
145 Ashworth stabilization, revegetation, 1 J- P 30 170 0.12
Creek hook, 1 cross vane
Debris removal, bank
216 I stabilization, revegetation, I J- P 50 160 0.18
Creek hook
Total Stream Impact (by length and acreage) 1,500 1.69
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
rtt -;- .t-Ati;ntt flnnrlina riminnue. htrlkhcads_ etc.
11111 VA UVUt1Vll, 1 -5 ...
,

Type of Waterbody

Area of
Open Water Impact
Site Number Name of Waterbody Type of Impact lake, pond, estuary, sound, bay,
( Impact
indicate on ma (if applicable) ocean, etc. acres

Total Open Water Impact (acres) 0
n.._.. A ,.CO
6. List the cumulative impact to all Waters of the U.S. resulting from the project
Stream Impact (acres): 1.69
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 1,500
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
watering, irrigation, aesthetic, trout pond,
Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The proposed projects will
take place within areas impacted by hurricanes during 2004.
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 January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
n...... c -r 0
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.
IX.
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
Dram Technical Guide for Stream Work in North Carolina, available at
http•//h2o enr state nc.us/ncwetIands/str?n?,,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. 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 11ttp://112o.enr.state.nc.tis/wrp/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):_
Amount of Non-riparian wetland mitigation requested (acres
Amount of Coastal wetland mitigation requested (acres):-
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
n.._.. c ..co
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X.
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 ('Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
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.
3.
* 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.
Zone* Impact
(square feet) Multiplier Required
Mitigation
I 3 (2 for Catawba)
2 1.5
Total
If buffer mitigation is required, please discuss what
Donation of Property, Riparian Buffer Restoration ,
Riparian Buffer Restoration Fund). Please attach all
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. No impervious surfaces will be constructed for
this proiect
type of mitigation is proposed (i.e.,
Enhancement, or Payment into the
appropriate information as identified

XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 21-1.0500) 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
littp://h2o.enr.state.nc.us/newetlands. 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.
V_ - a1zsd
Applicant/Agent'ature Date
(Agent's signature is va id only if an authorization letter from the applicant is provided.)
n___ 0 _Co
Attachment B
Emergency Watershed Protection Program
Buncombe County, North Carolina
Swannanoa River, Christian Creek, Cane Creek, Ashworth Creek, Hominy Creek
Fifteen stream channel reaches on five streams in Buncombe County, North Carolina are targeted
for repair under the Emergency Watershed Protection program. The streams, the Swannanoa
River, Christian Creek, Cane Creek, Ashworth Creek, and Hominy Creek, are each described
below.
Swannanoa River
Three stream channel reaches of the Swannanoa River have been 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 42 is approximately 50 linear feet in length. Proposed work for this reach includes bank
stabilization and revegetation. Deflector stones will be utilized to protect stream banks.
Adjacent land use for this reach includes commercial areas.
Site 159 is approximately 50 linear feet in length. Proposed work for this reach includes debris
removal, bank stabilization and revegetation. Deflector stones will be utilized to protect stream
banks. Adjacent land use for this reach includes residential yards.
Site 220 is approximately 360 linear feet in length. Proposed work for this reach includes debris
removal, bank stabilization and revegetation. Mid-channel bars will be removed from this reach.
Deflector stones will be utilized to protect stream banks. Adjacent land use for this reach
includes commercial areas.
Christian Creek
One stream channel reach on Christian Creek has been targeted for repair. Christian Creek, from
its source to the Swannanoa River, has a Best Usage Classification of C and is not a designated
Trout water. A brief description of the project follows.
Site 147 is approximately 45 linear feet in length. Proposed work for this reach includes bank
stabilization and revegetation. Deflector stones will be utilized to protect stream banks.
Adjacent land use for this reach includes forested areas, residential yards, and commercial
agriculture.
Cane Creek
Nine stream channel reaches on Cane Creek in Buncombe County have been targeted for repair.
Eight of the repair areas are located on the reach of Cane Creek from Ashworth Creek to the
French Broad River, which has a Best Usage Classification of C, and is not a designated Trout
water. One repair area (Site 148) is located on Cane Creek on the reach betweens its source and
Ashworth Creek, which has a Best Usage Classification of C;Tr and is a designated Trout water..
A brief description of each project follows.
Site 69 is approximately 90 linear feet in length. Proposed work for this reach includes debris
removal, bank stabilization and revegetation. Bank stabilization will include back-filling eroded
areas. Adjacent land use for this reach includes limited forest areas and commercial agriculture.
Sites 79, 81, 83, 86, and 89 are located on a contiguous reach of Cane Creek and are treated as
one project area. This area is approximately 225 linear feet in length. Proposed work for this
area includes debris removal, bank stabilization, bank repair, and revegetation, and construction
of three in-stream structures (2 J-hooks and 1 cross vane). Deflector stones will be utilized to
protect stream banks. Adjacent land use for this area includes limited forest areas and
commercial agriculture.
Site 87 includes repairs to three small areas totalling approximately 200 linear feet in length.
Proposed work for this area includes debris removal, bank stabilization and revegetation, and
construction of one in-stream structure (J-hook). Deflector stones will be utilized to protect
stream banks. Adjacent land use for this reach includes limited forest areas and commercial
agriculture.
Site 90 is approximately 60 linear feet in length. Proposed work for this reach includes debris
removal and bank stabilization. Deflector stones will be utilized to stabilize stream banks.
Site 148 is approximately 90 linear feet in length. Proposed work for this reach includes bank
stabilization and revegetation, removal of point bars, and installation of two in-stream structures
(J-hooks). Adjacent land use for this reach includes commercial agriculture. This reach of Cane
Creek is a designated Trout water.
Ashworth Creek
One stream reach of Ashworth Creek has been targeted for repair. Ashworth Creek, from its
source to Cane Creek, has a Best Usage Classification of C and is not a designated Trout water.
A brief description of the project is below.
Site 145 is approximately 170 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation, debris removal, and construction of two in-stream structures (1 J-
hook, 1 cross-vane). Deflector stones will be utilized to protect stream banks. Adjacent land use
for this reach includes residential yards and limited forest areas.
Hominy Creek
One stream reach of Hominy Creek has been targeted for repair. Hominy Creek, from its source
to the French Broad River, has a Best Usage Classification of C, and is not a designated Trout
water. A brief project description is below.
Site 216 is approximately 160 linear feet in length. Proposed work for this site includes debris
removal, batik stabilization and revegetation, and construction of one in-stream structure (J-
hook). Deflector stones will be utilized to protect stream banks. Adjacent land use for this reach
includes forested areas and commercial agriculture.
Attachment A Swannanoa River, Christian Creek, Cane Creek, Ashworth Creek, Hominy Creek Buncombe County Emergency Watershed Protection Program
Site Landowner Address PIN Lat/Long Receiving Trout HQW Approximate In-stream Bank Debris
Number Water Rater Channel Structure Re air Removal
42 Biltmore Company I Approach Rd. Asheville, 9647.03-03-0537 35-5634N Swannanoa No No 50 No Yes No
NC 28801 82.5583W River
property just across from 21
0N
Swannanoa
159 t Moffitt Rd. Asheville, NC 9668.12-96-7506 No No 50 No Yes Yes
Development mee
Devel
29805 82.466 2.466
2W River
1

220 Anchor Steam 80 Azalea Rd E.
9668.16-84-0232 35.5810N Swannanoa
No
No
360
No
Yes
Yes
Power Co. Asheville NC 28805 82.4727W River
147 Robert Steele 734 Buckeye Access Rd. 9678.12-87-8275 35.5897N Christian Creek No No 45 No Yes No
Swannanoa NC 28778 82.4365W
69 Gerald McIntosh 43 Villa Serena Lane 9663.02-98-6576 35.4660N Cane Creek No No 90 No Yes Yes
Fletcher NC 28732 82.4574W
Cane Creek Rd.-

79
Lower Brush 346 Lower Brush Creek Rd
9674.04-64-8650
Fletcher, NC 28732
r
Cane Creek Rd.-

81
Lower Brush 1338 Cane Creek Rd.
9674.0145-4568
Fletcher, NC 28732
Creek
Cane Creek Rd.-

83
Lower Brush 48 Willie Mae Way
9674.02-56-9004 35.4785N
'
Cane Creek
No
No
225
Yes
Yes
Yes
Fletcher, NC 28732 82.
4367W
Cane Creek Rd.-

86
Lower Brush 376 Lower Brush Creek Rd
9674.04-74-1970

reek Rd. Fletcher, NC 28732
Cane Creek Rd.-

89
Lower Brush 1404 Cane Creek Rd.
9674.02-56-0098

Creek Rd. Fletcher, NC 28732
property across from 1595

87
Rilandwell
Cane Creek Rd. Fletcher,
9685.17-10-4420 35.4863N
Cane Creek
No
No
200
Yes
Yes
Yes
N 82 4307W
90 Henry Young 1720 Cane Creek Rd. 9675.20-90-1200 35.4897N Cane Creek No No 60 No Yes Yes
Fletcher. )\C 28732 82.4313W
148 Joseph Miller 75 Quail Hollow Rd 9696.01-17-5864 35.5396N Cane Creek Yes No 90 Yes Yes No
Fairview NC 28730 82.3901W
145 Michael Kirstein 402 Village Rd. 9686.20-90-6186 35.5169N Ashworth Creek No No 170 Yes Yes Yes
Fairview NC 28730 82.3957W
216 Fletcher Partners 1243 Sand Hill Rd. 9617.16-73-8223 35.5462N Hominy Creek No No 160 Yes Yes Yes
Inc. Candler NC 28715 82.6383W

Y:
PERMIT FOR EMERGENCY WATLRSI-L D PROTECTION (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 tine flood damage of stream channels and stream banks in the
watershed.
SwctK`tilit n--
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 tine floods of September, 2004.
This permit also includes tine 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.
Si mied Date Si ocd Date

FROM FAX NO. `eb. 03 005 10:44AM P1
PERMIT FOR EMERGENCY WATERSHED PROTEXTION (I;WI')
The undersigned landowners hereby grant permission to Buncombe Cou ty an tl nc n
Cauaty Soil and Water Conservation Disttick and/or their agents to enter upon our land for the
purpose of repairing the flood a ge of stream chanpcis and stream banks in the
w? Vt yt,Qtn?t_+ 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 prq)ose 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
II[A C-0 V??
Signed
Date
Joy
v v w p??? ?-
w e uj

PCRI U'I' FOR EMERGENCY WATERSHED PROTLC'I'ION (CWI')
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
???a^ ?? 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
4"4 tom! -? ?Z'
signed Date

n
PERMIT FOR EMERGENCY WATERSI EED 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
/I 1J1.
CI`t e watershed.
C /1 I? S 1 1 r h
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.
Date Signed Date
/ j 4Y

02/03/2005 11:47 FAX [phone]
,r.
t1CINTOSHAHDASSOC U001/001
. (d A d?5 t?-
Y
3/
PERMIT FOR EMERGENCY WATERSHED PROTECTION (E WI')
The undersigned landowners hereby grant permission to Buncombe County anLLc 13unco b e
CQUntY Soil and Water Consgrvation District and/or their agents to enter upon our Find for the
pwpose of repairing tiC4--,UL eflood damage gf,slream channels and stream banks in the
watershed.

'Chis 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 Ii-oril tile
date of completion, Work areas covered by this permit are sketched on the reverse of this form
or on an attached sheet.
Signed
Date
Sjgned
Date

Feb 03 2005 12:45PM Jerry McIntosh 0266011702 P.2
PERMPf FOR EMERGENCY WATERSHED PROTECTION (EWP)
The undersigned landowners hereby grant permission to Durtcombo County ad tho B ncombc
Cotuaty Soil and Wnvw.yervation DiaMcs and/or their agents to enter upon our land for the
purpose of repairing the flood d c gf slr+cam channels And stream banks in the
-L? ?- 0 r^r 1 •S 00 Ve- watershed
This permit includes the right to spread soil, remove and dispose of debris, install needed
m=u=, 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 cn=gcncy works for the period of l year from the
date of completion. Work areas covered by this permit arc sketched on the reverse of this form
or on an attached sheet.
3! 06-
?
Date
adds ?7: ?
r,ie 7??, e-e., c5av,j I

Taylor--
??a
I'I;RMIT FOR ICNI RGI?NCY 1VATE'RSHE'D PROTI?C" I'ION
The undersigned landowners hereby grant permission to Buncombe County and (lie Buncombe
Count I Soil and Water Conservation District and/or their agents to enter upon our land liar HIC
purpose ofrepairing the Ilood daniat;e ol_stream channels and steani banks in the
watei shed.
This permit includes the right to spread soil, remove alld 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.l year from the
date of'completion. Work ai-eas covered by this permit are sketched on the reverse of this 161,111
or on an attached-sheet.
Signed Date Si ne Date
a?
rn 6LII ti? e
•.1
02/01/2005 09: 3d 8182514908 EE SWQD PAGE 62
?7F-lDt???J e Ncry
?V
i
pZTtILiI'T JrOR RGENCY.WA.?p PROTECTION (FWP)
Tho undcreimaed landozvncrs booby g?'?ho Cnuntyt tho Puncoz
o m soil anal Water Cofer cr,tion vj&ct szbd/w tj# aura to a
purposa of rcpairing dIw flood. Am as of tttc
13,
z
4l
This pcrtit inc udcs the riSht to qxud soil;
qa5
=c Lmcxa, aced and mWak auipcrfb=.j;#
54e y,." ?- r 9 Ju Ud- A .
1
atid di?posc of, ? 33 $ Ca?c?
l.r 7`(i9
-?(F t r 5?1.'. ?
r
ncccssitatvd try the floods of B*=bor, 20t
r also include tbA rxgu o; lps?
n ynl ^r?` l,i ?'1 .
}
I is
mitnta(,? fg or inSpoCt?11$ Jt = C t -7
`l lGliiil,ii111111
date of complctioA- Work M= cavctcd
or on as attached eheet.
Bi"

I,
:.a
? I n? rfI ..I

ppgaAir?p?M'MpM was rm w0i,frrw4014pRp
? 3Ddd
8sHzsz8Z8: Xvd
RdpM W
`'c''`r1t1?,J?c?S ?50?[I.`IIfl I?08d N(d 85 S0 8?Z SOOT-lO-Hdd

C)
l?
1'G;Rt\'il I' [ OR 1, t\1[,RGI?NCY 1VATERSHED PRO"1'CCTION (EINN ')
The undersigned landowners hereby grant permission to Buncombe County cull the l3uli(;otilt)e
Cout,ty Soil and Water Conservation District and/or then' agents to enter Upon our land fc?r the
purpose of repairing the flood lama ,c of stream channels and stream banks in the
(nQ C4? 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 I year from the
date of completion. Work areas covered by this permit are sketched on the reverse of this fern)
or on an attached sheet.
Signed Date Signed Date

Y'- S U
PERMIT FOR EMERGENCY WATERSI ED 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
watershed.
in the
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.
Date Signed Date

3?6 Low???us Q-?-
2832-?'??`?
r•\
1

q
S i tg icd
PERMIT FOR EMERGENCY WATERSHED I'RO'I'ECTION (EWI')
s)
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
_ C Ckeu ?-. 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

Date
1
r /
i

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 thew agents to enter upon our land for the
purpose of repairing the flood damage of stream channels and stream banks in the
E 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 slieet.
S igned
Date
J
Signed
Date
Feb. 1. 2005 1:42AM - ?AIRVIE`9 EXCAVATING
No•6865 P. 4/5 t

S1
PERMIT FOR EMERGENCY WATERSHED PROTECTION (EWk)
The undersigned landowners hereby grant permission to DuncQai?e County and the Buncombe
County Soil and Water Conservalion 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
This permit includes the right to spread soil, remove and
measures,'seed and mulch, and perform similar emergei '
necessitated by the floods of September, 2004
This permit also includes the right ofingress and egress
maintaining or in9Pacting maintenance of?the emergenc
date of completio;a. • Wori areas covered by this permit
or on an attadhed sheet
i ed
PaL
Signed
la
Z?o
ez'

5ll
vo a /v
Ir
PERMIT FOR EMERGENCY WATERSILED 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
?7
AJ12?'- 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 I 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.
ors •,l.,l?? ?u ?t
Sipned Date er '?n
Vou.u f '
- z n Ga4A?e Grp.
1
FI.?
X32 - 7 L{ Z6
28

PERMIT FOR EAI ? RGLNCY WATLRSIIED I'ROTLCI ION (EIVI')
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
CO_.IW_ 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 protectio?r work
necessitated by the floods of September, 2004.
This permit also includes the right of ingress and egress oil 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
c
or on an attached sheet.
Signed Date
BZ?? 37Z/-C2S'
_?
Sig Date

c 652 (-) AA 14,S
1
IC 11'?5 (6
PERMIT FOR EMERGENCY WATERSII, D PROTECTION (ENVP)
The undersigned landowners hereby graiit permission to Buncombe County aiid 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 st -eeam channels and stream banks in, the
? n e , watershed.
This permit includes the right to spread spil, remove and dispose of debris, install. needed
measures, seed and mulch, and perform iiciiilar emergency watershed protectipir work
necessitated by the floods of September,' 004.
Ii
This permit also includes the right of ing{ess aitd egress on the land. for the purpose of
maintaining or inspecting maintenance (if the cmerggncy.works for the period of 1 year from the
date of completion. Work areas covered jby this permit are sketched on the reverse of this form
or on an attached sheet.
i
Simied Date Sip-ned Date

Fier'
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
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 Sinned Date
" C - p"" I Zb 4S?
Wiu,lnnn Nc. I??w?
?LTNCOMBIE COUNTY
EWP PROJECT
BIL TMORE COMPANY PROPERTY
1 APPROACH RD., ASHEVILLE, NC 28801
PIN: 9647.03-04-6537
SWANNANOA RIVER
BUNCOMBE COUNTY SITE NUMBER: 42
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED BY
N RIVER RD.
AS
C ASHEMLLEVILLE. NC 28 28805
PHONE [phone] Environmental
FAX [phone]
CIVIL DESIGN CONCEPTS, PA Services, Inc.
httpgl..civlidoslpnconcopts.com/
SCOPE OF PROJECT
- SLOPE BACK ERODED AREAS
BACKFILL ERODED AREAS
RE-VEGETATE ERODED AREAS
- INSTALL DEFLECTOR STONES
CDC J03 NO. 10512
OA TE. MAY 12, 2005
SITE #42
VON-
ftr•-
NA 414
•?. • '? t ? ? I? +? •r -c- ,. +` ¢-?j '7ri?aprs,. r - ''a ? ??.
'' ??F, ??? l ?• ? 'lip
47
F ' r. 71 : - a? l° +.. -`x`. 15 i I t+7+ f 1}? WiTi [rs ? ?? a i _ :+ .,`
- 'c - j,t i ! h l-• +?y + ' f L )i•rjr+t ?i•+',F'• _ j• _
} ?i+1-3 i,-- •Y«..k "?`+"4?•,?,ts??a r; ?.`f ? 1' '? ' ? ' '"---r"?' . t ?yT'? +* I?,y?`r, ? I -J' _?'' .?j ?S ?"`?.?r =.
yFF ?'?t ry - i ?'•i,,?,??f? ? - • ? ??? f? 4?}_:?-_ ?a _ ? I + ?,. ??. `- _a ^ ? • ?-,;, - f =t:+;..+?.
all
ti??_FS,E_ -_ ._ M??? 3,f?i •` _ti. Ii+ ??t•? { ',i . ..i i• ' ?l? M
:.1 ? ^i L rryilir''?tif ? ,i- ?'? ` ', ? -- __ ;?' ? ??' _
t L y i
Can
..r
r
?1' .rS, •}? ? j ,??F?y, I y. , 1 ?- \ j , _ ? f ? ? , ? i ? . '!,• fff • ' _ ? j ?'+f 1r'-_-? - ? I? ? f ?d ' -" •;,,jQl?
- S? I /r11? + t• ,'' + _ `•4K??; .,-,-' ?; f rr••` , f~. ,'?. j, a ITi?,. 4` .?y
i• ?? I i 3 ?'
i
FROM WEST ON NC-81/SWANNANOA RIVER RD TOWARD CALEDONIA RD.
TURN LEFT ONTO BILTMORE AVE.
TURN RIGHT ONTO US-25 ALT.
US-25 ALT BECOMES LODGE ST.
END AT 1 APPROACH RD.
AERIAL PHOTO FOR:
BILTMORE
COMPANY
PROPERTY
SCALE: NOT TO SCALE
N
200 SWANNANOA RIVER RD.
ASHEVILLE. NO 28806
PHONE [phone]
FAX[phone]
www.eivildesigneoncepte.com
WE G #42
Services,
Site#42 Riffle
102
c
0
a
97
M
a?
W
10
stream:
location:
description:
height of instrument (ft):
omit I distance I FS
20 30 40 50 0
Width from River Left to Right (ft)
n..
dimensions
26.2 x-section area 1.0 d mean
26.6 width 27.2 wet P
1.5 d max 1.0 h yd radi
7.0 bank ht 26.9 w/d ratio
31.0 W flood prone area 1.2 ent ratio

cs
4.3 velocity ft/sec
111.8 discharge rate, Q cfs
0.60 shear stress Ibs/ft s
0.56 shear velocity ft/sec
2.626 unit stream power (lbs/ft/sec)
0.57 Froude number
7.7 friction factor u/u*
37.6 threshold rain size mm
CROSS SECTION FOR:
BI LTMORE 200 EWANNANORIVER RD.
PHONE (828
NO 288806 Environmental
PNONE [phone]
COMPANY C C(C'% FAX [phone]b Services, Inc.
CIVIL DESIGN CONCEPTS, PA
PROPERTY www.civildesignooncepte.com
SCALE: NOT TO SCALE SITE #4 C21
95
94.5
94
? 9Q5
O
a
> 93
n
w
925
92
91.5
0
50 10D
150 20D
Jfbed v Wsrf X T&me + - • EW - - A :
FS AZ BEV aB/ REV ERV ELLV
aamlh bed vets srf 9¢ Taraoe -
9377 94.75
9252 9462
MM Mm
awrld astano m
aar, FS I secbcn I StabOn EIS 10457 TP II bed maw FS Fs
10457
LONGITUDINAL PROFILE FOR:
BILTMORE COMPANY
PROPERTY
SCALE: NOT TO SCALE
200 SWANNANOA RIVER RD.
ASHEVILLE, NC 28805
CM IOCO) L.7ClTAI
DESIGN CONCEPTS, PA
www.Gvildesignconcepts.com
SITE #42
DOWNSTREAM VIEW
STREAM DAMAGE REPAIR FOR:
200
SHE MVILLELLE, NO NO8RIVER RD.
28006
BILTMORE A
COMPANY PHONE [phone] ca* CIVIL DESIGN CONCEPTS, PA FAX [phone]
PROPERTY www.civildesigneoncepte.com
SCALE: NOT TO SCALE SITE #42
STREAM DAMAGE REPAIR FOR:
BILTMORE
COMPANY
PROPERTY
SCALE: NOT TO SCALE
DOWNSTREAM VIEW
200 SWANNANOA RIVER RD.
ABHEVILLE, NO 28805
PHONE [phone]
k5wo
N CONCEPTS, PA FAx[phone]
S
www.clylki"lgnooncepb.com
SITE #42
STREAM DAMAGE REPAIR FOR:
BILTMORE C
COMPANY civil
PROPERTY
SCALE: NOT TO SCALE
GN CONCEPTS, I
200 SWANNANOA RIVER RD.
ASHEVILLE, NC 28806
PHONE [phone]
FAX [phone]
www.clvlldeelpnconcepto.com
Inc.
6
?UNCOMBIE COUNT- Y
EWP PROJECT
RIVERKNOLLIVIEW DEVELOPMENT
PROPERTY JUST ACROSS FROM 21 MOFF17 T RD., ASHEVLLE, NC 28805
PIN: 9668.12-96-7506
SWANNANOA RIVER
BUNCOMBE COUNTY SITE NUMBER: 159
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED BY
200 SWANNANOA RIVER RD.
Q#40 C ASHEVILLE, NO 28805
C PHONE [phone] Environmental
FAX [phone]
CIVIL DESIGN CONCEPTS, PA *Services, Inc.
htip://www.civildosignconcepts.comi
SCOPE OF PROJECT
CUT/BACKFILL ERODED AREAS
RE-VEGETATE ERODED AREAS
INSTALL DEFLECTOR STONES
REMOVE DEBRIS
CDC JOB NO. 10512
DATE. AUGUST 1, 2005
SITE #159
i
• •? l_ .jam} l? ?! - - - I ` t ?ry ?` - L- , j-l ,- ?J4 ia?.
'?'?` ''` ?. * -. ! -'# ,i :,t1?1 ?tS,,;? '•-.'4 } f 'ri1 A t, :sue tf! 1 •°3'
• ,r 4 i
??? 1._4 t. 9 . ` • ' • I ' Aiim?l
. , ..iif ? MM??? ?y.J r4?w ......: ? , ` • _ - ?^ .e` / - • 4,
'_ft 1,•}! '. ?•
1 Aif•Inl."A`r I r.+1i tr'• ' , rw s ""r', •,
N t ,L_1 E?ita t ' i,
ii'ji'? hrl['? {ti fX, }'f r¦ `??' ?. ? ! • { ' ?S • ' ??+ ''^ T ',..>..-. - . ? ? ? ? s • '?t ' ?%;t ??;1
` __ _ r .. 1 ? a u ?-+o
1
t S_? .? i ?qtl? ° -?ti-. t _ , ,-? «• •_ rt •• -- s J ?. may.
"?, ='''•? ' ' - ; 1', ? ?'klfi;f ? I'4 ??1?:?tlh .- i? ?, ..?--_' V t _ ' ? rra •`! ?? .rK`?'''?,+°# -
•. `., ,..?_ •'-,- . -.Y ,..? ._.
;r i 'i - ,? rr J '• , t'- .4h
I
"fail
gin 1 1.,
' •,' trRri,..tl i -i ' t?{?,i.l?. ?.rl" rr sf }i 1 "t. --«5
14• ?yr ? ¦ ? it ,?'.r' ?'?. (.. 1`? /^'1 r? ry.
( •'?. 1',tj ?A , • tiro ?'+ .. - '1 R { ?' t yt,
f?
I t.. t S - / I '.?
! t h•L? ±? - •,S ' r { -? ?..-. , i ,{3 I s ? , tJ 1 t ?.', ti' i (, '?? +:, ?-7 •?'F ?.
A lit-
7>•jRT,1.j' f• '- '?.A i i ? ? '( _. ? G ?• 'R . •- , ,'S' '? x'I
t7+ ?,
' ?!?? ? , -' ,11 f ?'-` C?+ ?'? '''rr ? ,`? ?® I_„•1 'x.,,t _ i1? 'I It
f rJ'?y•»,-4J?- I.a X77'17, i- i '?--,ri -(1
I??a} (1 ' ?C! ?iCU 1 ?ot Fa' i*

START OUT GOING NORTHEAST ON NC-81/ SWANNANOA RIVER RD TOWARD BRITT DR.
TURN SLIGHT RIGHT ONTO TUNNEL/US-70
TURN LEFT ONTO MOFFIT BRANCH RD
TURN LEFT ONTO MOFFIT RD.
END A PROPERT JUST ACROSS FROM 21 MOFFITT RD.
AERIAL PHOTO FOR:
RIVERKNOLL/VIEW
DEVLOPMENT
PROPERTY
SCALE: NOT TO SCALE
--'qljlff4j4 200 SWANNANOA RIVER RD.
ASHEVILLE, NC 28805
PHONE [phone]
600
SN CONCEPTS, PA FAX [phone]
www.oMldeslgnconcepb.com
#159
Services,
Site #159 Pool
102
97
C
92
87
82
0
section:
stream:
location:
description:
to
40 60 60 100
Width from River Left to Right (ft)
120
S

MMJAW?q
208.3
x-section area
3.2
d mean
65.3 width 67.1 wet P
4.9 d max 3.1 h yd radi
17.0 bank ht

OS

0.01 shear stress Ibs/ft s
0.05 shear velocity ft/sec
0.004 unit stream power (lbs/ft/sec)

0.5 threshold rain size mm

CROSS SECTION FOR:
RIVERKNOLLMEW
DEVLOPMENT
PROPERTY
SCALE: NOT TO SCALE
.14
i.82
G 200 8WANNANOA RIVER RD.
ASHEVILLE, NO 28808 Enviror
PHONE [phone]
FAX[phone] Service
L DESIGN CONCEPTS, PA
www.olvlideelgnoonoeph.aom r
SITE M9 I
21 11

SIDESTREAM VIEW
PROPOSED BOULDER
CLUSTER (1.5 TON STONE
ON EACH SIDE OF PIPE

t'?•
,,`•
?
,?, ate ,?.
Ib s?,?
hif

r 4 F? E

S T 1L

d w,
a i
t
IV r

. e
q i? .
x ? e a

PROPOSED RE-VEGETA

'`/
RIVERKNOLL IE

at A
200
S MLLE, SWANNANOANC RD.
PHONE (m) 2529906 Environmental
PHONE [phone]
DEVLOPM ENT
CIVIL DESIGN CONCEPTS, PA FAX [phone] Services, Inc.
PROPERTY www.elvildeslgnconcepte.com
STE #W C3

STREAM DAMAGE
RIVERKNOLL/VIEW
DEVLOPMENT
PROPERTY
CMG 200 SWANNANOA RIVER RD.
ASHEVILLE, NC 28806
PHONE [phone]
CIVIL DESIGN CONCEPTS, PA FAX [phone]
www.civlldeslpnooncepts.com
Services,
SCALE: NOT TO SCALE I 817E #W

DOWNSTREAM VIEW
PROPOSED REMOVE DEBRIS

-.f ? - Sy
Y '?f.
'??. M tali ? K

P w? ?

V r r.
'r
*
e
,?r
wwir- .111

r
Ask

fir

STREAM DAMAGE REPAIR FOR:
RIVERKNOLL/VIEW
200
S 2 SWANNAN8806RIVER RD.
A
(828
PHONE Environmental
NONE (828) 2 262862.638e
D EV LO P M E NT FAX [phone] Services, Inc.
PA
CIVIL DESIGN CONCEPTS
PROPERTY ,
-? www.clviideslgneoncepte.com
1 VE ft% Fc5
SCALE: NOT TO SCALE 1

i

DOWNSTREAM VIEW
PROPOSED REMOVE DEBRIS
I.
17 ?

?' tl' err' ,r?? -?

t
, I r?y?{'.n ti y i'9 ?: ? ?; r _y, -.? -
•
"
' 1;?1 ?
?
?
?
.
?(. R
Y dry{ ? r
,t
*.??
s
i 1 ?y
11 r to It
W
}
-
{/.
r
•
. tR4?rl{l
?r 7
f .S •'? ?./tZ '
fir Y?V?.+J .,,g?iM1
S ..f Y71 f ?" ...?T1?(' K
i y,
i? YT•y. ?.
.
l
,t y.
PI' 5
+LA
°r`?
r
`
`
??
«
•
'
?? 4
*
rr +?
!
hr
:
•`«
?1
`,
f? +a
..? y?fi=
y?.j. „?,
y?
We,
,?yh4 ?t•.?• ,\ ?t i??y'? ?y'?+??_ ?y?
f?J` s Y?:./?::?t?* ?: l" t .? s . r •'`?Arr; d? t"y ??? l??:T":. r '?N" ? s °? : ?:,
PROPOSED REMOVE TREE
AND LEAVE STUMP
STREAM DAMAGE REPAIR FOR:
RIVERKNOLL/VIEW 200 B ILLS, N NC 28806 RIVER RD. ASHEV (82, eos Environmental
PHONE
PHONE [phone]
DEVLOPMENT FAX[phone] Services, Inc.
CIVIL DESIGN CONCEPTS, PA
PROPERTY www.eivlldeslpneoncepto.com
SCALE: NOT TO SCALE a7/rG *hJ? C6

SIDESTREAM VIEW
STREAM DAMAGE REPAIR FOR:
RIVERKNOLL/VIEW 200WANNAN RIVER RD.
ABHEVILLE, NC 28805
DEVLOPM ENT PHONE [phone] cao CIVIL DESIGN CONCEPTS, PA FAX [phone]
PROPERTY www.alWldeel8noonaepte.oom
SCALE: NOT TO SCALE
Services,
SITE #159

BUNCOMBE COUNTY
EWP PROJECT
ROBERT
PROPERTY
734 BUCKEYE ACCESS RD., SWANNANOA, NC 28778
PIN: 9678.12-87-8275
CHRISTIAN CREEK
BUNCOMBE COUNTY SITE NUMBER: 147
CLYP
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED BY
cdc';?h 200 SWANNANO RIVER R0.
ASHEVILLE, NO 28805
PHONE [phone]
FAX [phone]
CIVIL DESIGN CONCEPTS, PA
htipJMrww.oivl Idmlgneonaepts.aom/
SCOPE OF PROJECT
- SLOPE BANKS BACK
- RE-VEGETATE BANKS
- INSTALL ROCK
Services, Inc.
CDC JOB NO. 10512
DATE. JULY 11, 2005
SITE #147
( Si u r \ 1? •ty??yffin LS?it?epf -? Lr _t_ n
C? h,
171' ?! ?e=a,.q •? } 1 1' , ' yY? ? ` ? ?_ _' .• r ..1.
! 'SALkAr. 'I • .N
-- .? ! y t '? I+eRoY • !'BM E 120
+?? 1 - _ a `t eke :S { 2
-..,?5wrI nI'ar.-•a 1191
is
41,
J6nes-Mountalt!7. y,p.. herfr0otl 1? 3?IJr1n $?ItetRCh .1• , r' -'? •Tr I ,
i? ?p - .tiL ???•a h.t 111 .?.s ., ?" •-`---?+.?i a.
_ .•Christlar.'Greek}s' 1 •? < •..
__ r1.?ich5 •1 ?r-_.??? M'Y139
_ ? • T al • :? 1., •225 -.. F,.
16 i-
?j / I •.•?... • 1111 M1 t ? Er . ??, ? t - ? 1 ?. ? - I ( • ? ??
- ?? ? it -,: ?
qh*
?` s' Potato' K cab .
MS 643 to r {.y
? t;hulehesmn Cal 1 / i
Big F1s
.-, 1, - e ?... `1.. ?.- _.- t? 1 •-.` ..+^ r., _ ?
• ° 2G 0.00' • -T T- -1082° 251-oar Name: OTEEN Location: 035° 35' 15.3" N 082° 25' 43.3" W
Date: 1/11/2005 Caption: Marie Steele EWp Site
Scale: 1 inch equals 2000 feet
Buncombe County
i
START OUT GOING NORTHEAST ON NC-81/SWANNANOA RIVER RD TOWARD BRITT DR.
TURN SLIGHT RIGHT ONTO TUNNEL RD/ US-70. CONTINUE TO FOLLOW US-70.
TURN RIGHT ONTO BUCKEYE COVE RD.
TURN RIGHT ONTO BUCKEYE ACCESS RD.
END AT 734 BUCKEYE ACCESS RD.
AERIAL PHOTO FOR:
ROBERT STEELE
PROPERTY
SCALE: NOT TO SCALE
200 SWANNANO RIVER RD.
ABHEVILLE, NO 288806
PHONE [phone]
FAX[phone]
www.clvlldeslpneoncepto.com
Services,
SITE #147

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

_ erp.
y?nt

1

s

PROPOSED ANGULAR
DEFLECTOR STONE
(MIN 1 TON STONE)
STREAM DAMAGE REPAIR FOR:

OBERT STEELE

SWANNANRIVER RD.
AS
200
PHONE
LLE,NC 2829906 Environmental
PHONE [phone]
G G
PROPERTY
CIVIL DESIGN CONCEPTS, PA FAX [phone] Services, Inc.
www.alvlWeelpnoonoepte.ow
S /G #97 0` 2
SCALE: NOT TO SCALE

iuUNCOMBE COUNTY
EWP PROJECT
ANCHOR STEAM, POWER CO.
PROPERTY
80 AZALEA RD E ASHEMLE, NC 28805
PIN: 9668.16-84-0232
SWANNANOA RIVER
BUNCOMBE COUNTY SITE NUMBER: 220
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED BY
200 SWANNANOA RIVER RD.
ASHEVILLE, 28805
CQ*C PHONE [phone]
FAX[phone] Environmental
CIVIL DESIGN CONCEPTS, PA to Services, Inc.
hUp://www.clvlldcslgneoncopts.comi
SCOPE OF PROJECT
- SLOPE BACK ERODED AREAS
- BACKFILL ERODED AREAS
- RE-VEGETATE ERODED AREAS
- CREATE RIFFLES
- REMOVE DEBRIS
CDC JOB NO. 10512
DATE AUGUST 1, 2005
S17E #220
s 'A Sff EV ILTL_
_> t
.* -Bull Mth { e91
_ "* ?', ? ?= t ..r :a`' •x'•00 ? a;. ? .?-?'" -?4 .. ?r _1
:1 ?' • . .. ?I t .:_ ?a '? a. mot'. . s ?., . ,:
• Y r •}•- ?! ~?S.NY ?•\r? '!•'!.-rd?s \ n`?1 ?ii•erw1Y 1 - - . 5{:?
•,? Tom:, .• ! • ,• I'. N .?. 1 F ' ?• _
Vol
atilt I .t 1 L} t figA. 7 i r , }•?
1.44 t• r Jr 1 t ¢ t ..r _JVC6.,... _ _•sf•:. f 1?, ? y H ? !
•*Oteen I. •j; ?,: :f:• 1? ?. t- r??? ,1 ,,,A;?? .`"' f 1 '•
t l;••b! • C fa -t IS ,•.y, 1 ?P (.h ;1. 1.? ..f. ti
t.t X?f.CReueasiu?' t PRr o -? `
•? ?. IlrY. ?? d 'F t t
3:ryY ? ,.• Mlle: ? r:+, ??' ' - •'3/??;''?Y`' ? f - -r,.. ,,.r J
,,`f? r PTjT r a 4,p?•Vi I: ?:1? , r ' ? • f? ..".-
A. Al
y 9I p 1
E 136
205
`' ... 2054 1 -
?A' Fiemphitt Bunco
c
Knob
Ottie'Cedar Mountain r A
r bX 'Cove.. t
N Cod
6° W
i
Name: OTEEN Location: 035° 34'55.T' N 082° 28'32.2" W
Date: 1/6/2005 Caption: Buncombe
Scale: 1 inch equals 2000 feet Anchor Steam EWP
DIRECTIONS:
- START OUT GOING NORTHEAST ON NC-81/SWANNANOA RIVER RD TOWARD BRITT DR.
- TURN RIGHT ONTO AZALEA RD.
- END AT 80 AZALEA RD E.
AERIAL PHOTO FOR:
ANCHOR STEAM 200 SWANNANO RIVER RD.
ABHEVILLE,NC 28805
POWER CO. PHONE [phone] ca'c2? CIVIL DESIGN CONCEPTS, PA FAX [phone]
PROPERTY www.clvlldealgnconcepte.com
SCALE: NOT TO SCALE SUE #220
Site#220
105

100 - -
i

95

j _
90
W
8 -
5 ---- - - --- --- -

80 ....... .. ..... ... . . . ....... .
0 10 20 30 40 50 60 70 80 90 100
Width from River Left to Right (ft)
location:
description:
of instrument (ft):
notes
94.
89.75
CROSS SECTION FOR:
ANCHOR STEAM
POWER CO.
PROPERTY
SCALE: NOT TO SCALE
of ba
„n.,

ions
99.1 x-section area 2.1 d mean
47.1 width 50.1 wet P
3.1 d max 2.0 h yd radi
9.8 bank ht 22.4 w/d ratio
60.0 W flood prone area 1.3 ent ratio
Cs
6.5 velocity ft/sec
643.9 discharge rate, Q cfs
1.23 shear stress Ibs/ft sq)
0.80 shear velocity ft/sec
8.523 unit stream power (lbs/fUsec)
0.62 Froude number
8.2 friction factor u/u'
109.1 threshold rain size mm
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 29805 Environmental
PHONE [phone]
FAX [phone]; .Services, Inc.
www.clvldeslgnconcepte.com
SITE #220 FC 2

location:
description:
ht of instrument ft :
stance FS
notes
bankfull Itoo of bank
ensions
258.7 x-section area 4.9 d mean
53.2 width 60.0 wet P
6.3 d max 4.3 h yd radi
13.5 bank ht : {

B.()
0.01 shear stress It:
0.07 shear velocity f
0.000 unit stream ow

teiativil ti
CROSS SECTION FOR:
ANCHOR STEAM
POWER CO.
PROPERTY
SCALE: NOT TO SCALE
c dc

"?? 200VIANNANO RIVER RD.
ABHEVILLE, NO 288806

PHONE [phone]
CIVIL DESIGN CONCEPTS, PA FAX [phone]
www.civildealgnconcepte.com
?E
S17

snta
Inc.
VIEW
STREAM DAMAGE REPAIR FOR:
ANCHOR STEAM C
POWER CO. civil
PROPERTY
SCALE: NOT TO SCALE
N
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28806
PHONE [phone]
FAX [phone]
www.cMtdeolgncmcepte.com
Services,
VIEW
STREAM DAMAGE REPAIR FOR:
ANCHOR STEAM
POWER CO.
PROPERTY
SCALE: NOT TO SCALE
SN CONCEPTS,
200 SWANNANOA RIVER RD.
ASHEVILLE,NO 28806
PHONE [phone]
FAX [phone]
www.alvlldeslgneoncepto.com
SI / G #220
Services,

UPSTREAM VIEW
PROPOSED LEVEL OUT
PROPOSED LEVEL OUT
ITO CREATE RIFFLE

a

r _

t
•y*?
v
Ian

d
'A

PROPOSED REMOVE DEBRIS
STREAM DAMAGE REPAIR FOR:
ANCHOR STEAM 200 SWANNAN RIVER RD.
C ASHEVILLE, NC 28 26806 Environmental
PHONE [phone]
POWER CO. PA FAX [phone]
CIVIL DESIGN CONCEPTS Services, Inc.
PROPERTY ,
www.clvlldedOnoonceptaxom
SR #220 C6
SCALE: NOT TO SCALE

BUNCOMBE COUN
EWP PROJECT
GERALD McINTOSH PROPERTY
0 VILLA SERENA LANE, FLETCHER, NC 28732
PIN: 9663.02-98-6576
CANE CREEK
BUNCOMBE COUNTY SITE NUMBER: 69
AGENT
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PAFPAFLV BY
200 SWANNANOA RIVER RD.
G cc?:;4 ASHEVILLE, 28806
PHONE (828) 252-MOB
FAX [phone]
CIVIL DESIGN CONCEPTS, PA
http://www.eivildeelpnconcepte.comi
SCOPE OF PROJECT
BACKFILL ERODED AREAS
REMOVE DEBRIS
INSTALL DEFLECTOR STONES
- RE-VEGETATE
Environmental
Services, Inc.
CDC JOB NO. 10512
OATE. AUGUST 8, 2005
SITE #69 1
Cofiabrd Mtn
Olt Cit.p ,tD•' 1 1
'.Y lu
`'.,y9 ?, 1Yrltlrns Cem } ',e^d CnaD^i'
W' • h!= _ t` ?V? - `•'?`.?' E. UFO 7d2126 %
0-0 'IPA
"Zr7
Athl, s,
O? R ?ti, lirld ' i y t Grom Luke NeSbiWI llrtt
3 ? 'Chdat SGhr, -r: I, Ft3
dvpeOl
t. F b 74'4
2'. 34
I- U 73 y. I 0
wl'j r.•a
... «'f i 2121 Ll•b 72
2 109
• HOC ''' ' ,
St'. Gap
1 . ',
} ? _ I r fi. r .,,{ 1
UFS 7r.,
," ? ?N?sbitt 11?aiita?•!s ? I
F{. hr ','? A - Y MllegJF.l'39 •r.3/ zs83
?,. Ci
1 I t ?ti r..
UFS 76
I BE 'CO
•NX
1 d'j' .ry n+rN',' Hrtnper4 Crpek
A e-.1
Y f' b sue'
9' , PE UFB1 ,
• s ?QO• 2 h.17 y
s
x OAP
'? - ..moo ?,, ? ?-? ? •? '•
Name: FRUITLAND Location: 035° 27'27.0" N 082° 28'02.2" W
Date: 12/8/2004 )
Scale: 1 inch equals 2000 feet
101esbitt/McIn
Copyright (C) 1997, Maptech, Inc.
i

An `"• X16 6 : ,
g, o Bs?t ?; 1e
tow t
I I
F

J` 1
.
R

a
e
5929
T
'
I
lh h:
?: 1 U
i /

J
This , Wbs C._O*d By caw»tx
DAMAGED AREA
DIRECTIONS:
- FROM 1-40E TAKE THE US-25 ALT EXIT.
- TURN LEFT ONTO US-25 ALT.
- TURN LEFT ONTO MILLS GAP ROAD.
- TURN SLIGHT LEFT ONTO CONCORD ROAD.
- TURN RIGHT TO STAY ON CONCORD ROAD.
- TURN LEFT ONTO CANE CREEK ROAD.
- TURN RIGHT ONTO CROSS CREEK FARM ROAD.
- TURN LEFT ONTO VILLA SERENA LANE.
- END AT 43 VILLA SERENA LANE.
AERIAL PHOTO FOR:

GERALD McINTOSH 200 SWANNANOA RIVER RD.
?; G ASHEVILLE, Environmental
PHONE [phone]
FAX(828)252.MOS .Services, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
www.civildesignoweepte.com
?+/7
? ?
S
#69 C1
SCALE: NOT TO SCALE c
t

DOWNSTREAM VIEW
PROPOSED REMOVE ALL PROPOSED SEDIMENT
DEBRIS AND BLOCKAGE TYP BAR (SEE SHEET C4)

a zr'
-

? ,r
t
t.,

4t a t 3,??, 4$ui

t
STREAM DAMAGE REPAIR FOR:
':4

GERALD MCINTOSH
G 200 SWANNANOA RIVER RD.

PHONE
ASHEVILLE.
PNONE (828)28) 262 262-6908
C(C
Environmental
FAX [phone] S@n/IC@Sr Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
www.civildeelpnconcepte.com
SCALE: NOT TO SCALE WE #69 C2
-

DOWNSTREAM VIEW
PROPOSED REMOVE ALL
DEBRIS AND BLOCKAGE (TYP)

j; to
y ?.

1 44 .?..?

?. f
STREAM DAMAGE REPAIR FOR:

GERALD MCINTOSH
G G 200 GWANNANDA RIVER RD.

, NC
PHONE (8228
)8) 262262L8806
ASHEV -6988

nvironmental
FAX (e29) 29249es Services, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
www.clvlklulgnooncepte.com
C3
SCALE: NOT TO SCALE SITE #W

STREAM DAMAGE REPAIR FOR:
GERALD WINTOS
PROPERTY
SCALE: NOT TO SCALE
,;N CONCEPTS,
200 8WANNANOA RIVER RD.
ASHEVILLE, NO 28806
PHONE [phone]
FAX [phone]
www.clvildeelgnconcepte.com
Services,
817E #E69
?UNCOMB]E COUNTY
EWP PROJECT
CANE CREEK RD. -LOWER BRUSH
CREEK RD. PROPERTIES
346 LOWER BRUSH CREEK ROAD, FLETCHER, NC 28732 (79)
1338 CANE CREEK ROAD, FLETCHER, NC 28732 (81)
48 WILLIE MAE WAY, FLETCHER, NC 28732 (63)
376 LOWER BRUSH CREEK ROAD, FLETCHER, NC 28732 (86)
1404 CANE CREEK ROAD, FLETCHER, NC 28732 (89)
PIN:
9674.04-64-8650 (79)
9674.01-45-4568 (81)
9674.02-56-9004 (83)
9574.04-74-1970 (86)
9674.02-56-0098 (89)
CANE CREEK
BUNCOMBE COUNTY SITE NUMBER: 79, 81, 83, 86, 89
CLIENT
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED BY
40 200 SWANNANOA RIVER RD.
ASHEVILLE, 20005
Cac PHONE [phone]
FAX [phone]
CIVIL DESIGN CONCEPTS, PA
http://www.clvlldeslgnconcopts.conil
SCOPE OF PROJECT.-
- SLOPE BACK ERODED AREAS
- BACKFILL ERODED AREAS
- RE-VEGETATE ERODED AREAS
- INSTALL ROCK VANES
- REMOVE DEBRIS
- INSTALL "J HOOK"
- INSTALL SURGE STONE
- REMOVE TREES
Environmental
Services, Inc.
CDC JOB NO. 10512
DATE. AUGUST 8, 2005
SITE #79,81,83,86,89
?; -
Monlre4 $ +;
f g14 HCK 2a'
2174
t
yr
4Q r ..Mile
Lake +s' .,' 1 rrQC A ilbi?re Iski r . - 10 ,
Ilf i
"' ??? T ?" ,r- i BM.RCK 2•i ?rset?4f? Y?7_ f"?? 1.
:fir. •?"" r - ,?qs _ ? 159 ? .
, - ` rT _? ( • - ??' { t= _ , -:. i Gam`
.,.ecelYoU±>g
silson/Re.
O.•
}31 ?:.j; _ •?.. ??, •r,' -?)wIlson/Reece/PWS - ?.i -
Ttlsi,, Lakafi,
1 • Ital ararP'H.il C1 rlghp •" ?d aLal ;rv': C? V j:
T
-lie
• s - i.: ? ? ??` -- y.l?'? a'.?y • I "gin ?"'.f,. ' .
aesp*
Cnaw 4.
%
a, In `'•... X11 $a N
0 o q l?r
eecelSargenl ocl ///
its tf?e Qgg n. - /
i son few ? -?
?, , 0• ? r// r
[. Ufe hlo i ?6 i •? r furs GqP .r '
-s- Y,--f ?C
res Lake n :w - • c3 ! r i p '
I-Ire 7*
21
r
r
s
r ? ? ? fl ? ` 1 ice- ? _'? t iil?'•
72
?- :Iogy j
l..
{ f Stroupe Gap. :.•?r
! n
44P
J o•r ??
Location: 035° 28' 42.0" N 082° 2029. 3' W
Name: FRUITLAND --
Date: 12/8/2004
Scale: 1 inch equals 2000 feet
Wilson, Ray
Copylighl (C) 1997. Mptech, Inc.
i
DIRECTIONS:
- FROM 1-40 E TAKE THE US-25 ALT EXIT.
- TURN LEFT ONTO US-25 ALT.
- TURN LEFT ONTO MILLS GAP ROAD.
- TURN SLIGHT LEFT ONTO CONCORD ROAD.
- TURN RIGHT TO STAY ON CONCORD ROAD.
- TURN LEFT ONTO CANE CREEK ROAD.
- SITES ARE ON THE RIGHT BETWEEN CANE CREEK ROAD AND LOWER BRUSH CREEK ROAD.
AERIAL PHOTO FOR:
CANE CREEK RD AS E LWANNANRIVER RD.
PHONE
28) 25228860s Environmental
100 200
PHONE [phone]
LOWER BRUSH FAX[phone] *Services, Inc.
CIVIL DESIGN CONCEPTS, PA
CREEK RD. AREA www.civildesignooncepte.com le%
SCALE: NOT TO SCALE SITE # J vI 83 8689 V
1
F

SIDESTREAM VIEW
PROPOSED SLOPE BANKS
BACK AX

GE GE
PROPOSED COORDINATE WITH
RE-VEGETATE, , AND
MATTING OWNER ABOUT BAMBOO PRIOR
COIR
NS
INSTALL
(TYP)(SEE DETAIL) TO CONSTRUCTION

PROPOSED REMOVE DEBRIS
AND LEAVE STANDING BAMBOO
STREAM DAMAGE REPAIR FOR:
4

CANE CREEK RD. - 200 SWANNANOA RIVER RD.
„ONE I828 762-6988 Environmental
a*c
LOWER BRUSH FAX [phone] services, Inc.
CIVIL DESIGN CONCEPTS
PA
CREEK RD. AREA ,
www.aMldadgneonceph'com
SCALE: NOT TO SCALE S/TE #79,81,8 86r?7 V 2

UPSTREAM
STREAM DAMAGE REPAIR FOR:
CANE CREEK RD. -
LOWER BRUSH
CREEK RD. AREA
r -? 200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28805
PHONE [phone]
GN CONCEPTS, PA FAX [phone]
W W W.cMldoslgnconcepte.com
SCALE: NOT TO SCALE
DOWNSTREAM
*IN STREAM STRUCTURES EXACT BANK INTERSECTION, SLOPE, AND DEGREE OF DEPARTURE FROM
WILL BE DETERMINED IN THE FIELD PRIOR/DURING CONSTRUCTION.
STREAM DAMAGE REPAIR FOR:
200 SWANNANOA RIVER RD.
CANE REEK RD. - C ASHEVILLE, NO 28805 Environmental
LOWER BRUSH PHONE [phone]
CIVIL DESIGN CONCEPTS, PA FAX [phone]e6 Services, Inc.
CREEK RD. AREA [e-mail]?t?AO' pA
SCALE: NOT TO SCALE WE #/'81 W8689 [-C4
SIDESTREAM VIEW
STREAM DAMAGE REPAIR FOR:
CANE CREEK RD. -
LOWER BRUSH
CREEK RD. AREA
SCALE: NOT TO SCALE
2130 SWANNANOA RIVER RD.
ABHEVILLE, NO 288806
PHONE [phone]
FAX (828) 252. US
CONCEPTS, PA
www.eivildesigneoncepte.com
Services, I
5

PROPOSED INSTALL 1 TON PROPOSED VEGETATE
DEFLECTOR STONE ON CREEK BERM (TYP)
SIDE OF BERM (SEE SHEET C5)
it .F; 4•,?
' }'4jt;

d:. 6
,SRI

1G
Qv
fh` ?? ? +f? J ! !!? ?y loP' Y?
t?LM`?t- fir. Y ?3
w

STREAM DAMAGE REPAIR FOR:
CANE CREEK RD _

ac
200 SBWANNAN 28RWER RD.
A
PHONE (82
) 252-06 Environmental
PNONE [phone]
LOWER BRUSH
CIVIL DESIGN CONCEPTS, PA FAX[phone] Services, Inc.
CREEK RD. AREA www.cMIdedpnooncepte.com
SCALE: NOT TO SCALE SITE #7981838889 V 6

STREAM DAMAGE REPAIR FOR:
CANE CREEK RD. - o
LOWER BRUSH CIVIL
CREEK RD. AREA
SCALE: NOT TO SCALE
;,N CONCEPTS, I
200 SWANNANOA RIVER RD.
ASHEVILLE, NC 28806
PHONE [phone]
FAX[phone]
www.civildesignconcepte.com
Services,
7

DOWNSTREAM VIEW
PROPOSED BACKFILL 02:1
SLOPE, RE-VEGETATE, AND PROPOSED REMOVE
INSTALL COIR MATTING LEANING TREE
TYP SEE DETAIL

• .i - { ?.

y t /I,Y? Y. . J

4r 1
N

,?
e.*a 1
rain

h i x
y p q,
9 #
y

t '

PROPOSED INSTALL SURGE
STONE TO THE EXISTING PROPOSED ANGULAR
FARMER CROSSING TO DEFLECTOR STONE
DIVERT WATER TOWARDS (MIN 1 TON STONE)
CENTER ELEVATION
STREAM DAMAGE REPAIR FOR:
CANE CREEK RD _

6

0O8WANNANO RD.
RIVER
NO 28 880
A LE
806

PHONE (
,
NONE [phone] Environmental
LOWER BRUSH CIVIL DESIGN CONCEPTS, PA FAX (e2e) 262.6986 Services, Inc.
CREEK RD. AREA www.cIvlldmignconcepts.com
SCALE: NOT TO SCALE SITE #M81,83,86,89 V8

UPSTREAM
STREAM DAMAGE REPAIR FOR:
CANE CREEK RD. -
LOWER BRUSH
CREEK RD. AREA
.ut.: 104
L DESIGN CONCEPTS,
200 SWANNANOA RIVER RD.
ASHEVILLE, NC 28806
PHONE [phone]
FAX [phone]
www.eivlldnlpneonceptm.com
Services,
SCALE: NOT TO SCALE

DOWNSTREAM VIEW
PROPOSED REMOVE DEBRIS PROPOSED CONSTRUCTION OF
"J HOOK" ® 25' (SEE DETAIL)

fi ,? a e ?.Fy.
g
..
rD 3 t

PROPOSED ]B

POINT BAR
ACK
*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:

CANE REEK RD. - 200 SWANNANOA RIVER RD.
c G ASHEVILLE, NC 28806
PHONE [phone] Environmental
LOWER BRUSH FAX[phone] Services, Inc.
CIVIL DESIGN CONCEPTS, PA
CREEK RD. AREA www.civlldesignooncepte..com

SCALE: NOT TO SCALE ?t7tf I O' (/'?_
SI / Gco7P/ 7 8 8 86,89 1

PROPOSED SLOPE BANKS BACK UPSTREAM VIEW
GMAX 1.5:1, RE-VEGETATE, AND
INSTALL COIR MATTING
(TYP)(SEE DETAIL)
aft ?.
?r
`,fi.

p,r

Jp .? ?3 1

of
+4`i?
f
1.
a°??
? '?.??`• ?
?
+

r M14 `t "F `R ?Il yy4y*'b 'f.. :.
F a

,? y. y
,.7y k',f A, r Gf;M w 71
e OR
't
.

F?fl '.. ?1?;Y'"3'Y ?,n±t F+Is yJ ???,?? ?'.ai yl?a ? ? t V' ?..'.-.

?,? y ? fir' • e ? ? ?,?' ; j' ,?' ?;:,
?
X?.` `,.

PROPOSED ANGULAR
DEFLECTOR STONE
(MIN 1.5 TON STONE
STREAM DAMAGE REPAIR FOR:
CANE CREEK RD _

0c 200SWANNANRIVER RD.

NE(828) 52-53
ABHEVILLE, NC 28805
PHONE [phone]

Environmental
LOWER BRUSH

CIVIL DESIGN CONCEPTS, PA
FAX [phone]
Services, Inc.
CREEK RD. AREA *mw.clvlWaftnewo pWoom
SCALE: NOT TO SCALE WE #79A =86, C11

DOWNSTREAM VIEW
PROPOSED REMOVE TREE
AND LEAVE STUMP

777ICCC"`
I i 9.

r"."ly •? •. i? K s i i _? 4 .3 i N

CA' ++T. Jq T,t

4i qs- 70
A

? T ?? ? ?
....b „ .'i{' ,
?il i T?? ? d '?i, ??r cr' `,? riP???v` r.

i.
.-?3'. n '

. ?jl. I ?j
'i ? r I Fly • r ` ? '? (T
:?? 4 ? ?^ !i-a7c
4yi ?
s-r yy?" 4 h I ??.I, , ,1 FfIY(if/i
T

PROPOSED ANGULAR PROPOSED SLOPE BANKS
DEFLECTOR STONE BACK ®MAX 1.5:1,
(MIN 1.5 TON STONE) RE-VEGETATE, AND
INSTALL COIR MATTING
(TYP)(SEE DETAIL)
STREAM DAMAGE REPAIR FOR:
CANE CREEK RD _
200 S9wANNANRIVERRD.
L 28
A
PHONE
e06 Environmental
PHONE [phone]
9;
LOWER BRUSH Inc.
CIVIL DESIGN CONCEPTS, PA FAX [phone]
CREEK RD. AREA www.oivlldeslgnoonc•Pb.com
,
C12
SCALE: NOT TO SCALE 9 8 83 86 t?7
so #;

DOWNSTREAM VIEW
STREAM DAMAGE REPAIR FOR:
CANE CREEK RD. - lo
LOWER BRUSH CIVIL
CREEK RD. AREA
N CONCEPTS,
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28806
PHONE [phone]
FAX [phone]
www.civildeelpnconcepte.com
SCALE: NOT TO SCALE
DOWNSTREAM
STREAM DAMAGE REPAIR FOR:
200 SWANNANOA
RIVERRD.
o-
CANE CREEK RD. -
SHEVIL E,, NO 28808
A
LOWER BRUSH c
PHONE [phone] c
PA FAx[phone]
CIVIL DESIGN CONCEPTS
CREEK RD. AREA ,
www.cMId"Ign.onmpb.cw
SCALE: NOT TO SCALE
UPSTREAM VIEW
*IN STREAM STRUCTURES EXACT BANK INTERSECTION, SLOPE, AND DEGREE OF DEPARTURE FROM
WILL BE DETERMINED IN THE FIELD PRIOR/DURING CONSTRUCTION.
STREAM DAMAGE REPAIR FOR:

CANE REEK RD. -

LOWER BRUSH
G G

CIVIL DESIGN CONCEPTS, PA 200 SWANNANOA RIVER RD.
ASHEVILLE,NC28606

PHONE [phone]
FAX [phone]
im"T Enviro
nm

MServices,
CREEK RD. AREA WWWoMkWaignoweepts.corn
r
SCALE: NOT TO SCALE
DOWNSTREAM VIEW
I PROPOSED REMOVE LEANING
TREES AND LEAVE STUMPS

PROPOSED ANGULAR
DEFLECTOR STONE
(MIN 1.5 TON STONE)
STREAM DAMAGE REPAIR FOR:
CANE CREEK RD. -
LOWER BRUSH
CREEK RD. AREA
SCALE: NOT TO SCALE
200 SWANNANOA RIVER RO.
ASHEVILLE, NC 28808
PHONE [phone]
FAX [phone]
www.eivildeslgneoncepts.com
Services,
SIDESTREAM
STREAM DAMAGE REPAIR FOR:
CANE CREEK RD. -
LOWER BRUSH
CREEK RD. AREA
GN CONCEPTS,
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28805
PHONE (828) 282-SM
FAX[phone]
www.civlldeelgnconcepts.com
Services,
SCALE: NOT TO SCALE
BUNCOMBE COUNTY
EWP PROJECT
RILANDWELL PROPERTY
PROPERTY ACROSS FROM 1595 CANE CREEK RD., FLETCHER, NC 28732
PIN: 9685.17-10-4420
CANE CREEK
BUNCOMBE COUNTY SITE NUMBER: 87
3UNCOMBE COUNTY
44 VALLEY STREET
aSHEVILLE, NC 28801
[phone]
PREPWM Y.-
AS
ABHEMLLEVILLE, NC 28806
200 caoc'?%FAX NOA RIVER RD.
PHONE [phone]
[phone]
CIVIL DESIGN CONCEPTS, PA
httpJ/www.olvildmipnoonoapte.aom/
SCOPE OF PROJECT
- SLOPE BACK ERODED AREAS
- BACKFILL ERODED AREAS
- RE-VEGETATE ERODED AREAS
- INSTALL "J-HOOK"
- INSTALL "ROOT WAD"
- REMOVE DEBRIS
CDC JOB NO. 10512
DATE. AUGUST 1, 2005
SITE 1 1187
- ?/:. .: ., •• •\,? -.freak
• t:ht.rt•u ?
j
• ,
AN n1cw 2§4
y -ry
i Sam,
• k ontrmt 8
L :
M rl
- S
uncombe
-Y?EYM RC
> f_t, county
174 • J
O? r` " y
A ifonre Lake Mile
10
Ar,
ell C?
`? 8 7•t. ptf ?
sTri "ity ch
sal``"" r
. ?#' - ?. ,r • "f ? 'mss
?ti oo__ - ?r,? ."•' .?llrilsanlReec- `F6(s
. ? ,may`' ? a• , ? ? ?
OF,
\1 ??
a• h'
-- %: is `; .. .. - _ f %` ?.`?\.?? S - f ?' `_? ? ` `•-f' J ?r't i
< 4 •?q?r ..rr . s _ ?.4'(Jy/mss `-; i
l? ` \
Ruiz
f 'e: JFO 7a`?2126 bs..i 4.- \`J?'^ ? C" •t' I '? ?-.
YOUng Gap, v t ;
Name: FRUM AND Location: 035° 29' 07.8" _ N 082° 26545' W _
Date: 1202004
Scale: 1 inch equals 2000 feet
Wilson/Reece/Rial -
Copyright (C) IM, MWeat, inc.

u.
IIA? ° R ? I

f

2q k e *
? r
z
.
,,//

1 ay ? 4

F
f
»9
4
4 7',

f

DIRECTIONS: DAMAGED AREA
- FROM WEST ON NC-81/SWANNAN0A RIVER RD TOWARD CALEDONIA RD.
- TURN LEFT ONTO BILTMORE AVE.
- BILTMORE AVE BECOMES HENDERSONVILLE RD.
- TURN LEFT ONTO MILLS GAP RD.
- TURN SLIGHT LEFT ONTO CONCORD RD.
- TURN RIGHT TO STAY ON CONCORD RD.
- TURN LEFT ONTO CANE CREEK RD.
- END AT PROPERTY ACROSS FROM 1595 CANE CREEK RD.
AERIAL PHOTO FOR:

~ 208 BWANNAN RIVER RD.
ASHEVILLE, NO 20 26686 Environmental

9;

R I LAN LL G
PHONE
PHONE [phone]

PROPERTY FAX [phone] Services, Inc.
CIVIL DESIGN CONCEPTS, PA
www.CMIdesipneoncepb.oom

SCALE: NOT TO SCALE G+I
S17E #87 C1

i
- - -
-- -- ?-?__ ?t? -- .
I
STREAM DAMAGE REPAIR FOR:
RILANDWELL GI
PROPERTY CIVIL
SCALE: NOT TO SCALE
= 200 SWANNANOA RIVER RD.
G ASHEVILLE,NO 28806
PHONE [phone]
GN CONCEPTS, PA FAX[phone]
www.olvlldeslpneancepts.com
i ? i E

UPSTREAM VIEW
PROPOSED CUT BAR
AND SHIFT TO LEFT BANK

. ?..

X

PROPOSED REMOVE
DEBRIS (TYP)
STREAM DAMAGE REPAIR FOR:
G 200 8WANNAN RIVER RD.
ASHEVILLE,
NC 28 28806 Environmental

R I LAN L L PHONE (828
PNONE(828)262.6888

PROPERTY FAX [phone] Services, Inc.
CIVIL DESIGN CONCEPTS, PA
www.eWlldeslgncancepte.com
/'7
S17E #87 l
SCALE: NOT TO SCALE

DOWNSTREAM MEW
STREAM DAMAGE REPAIR FOR:
20
0 BwANNAN
RIVER RD.

ILANDWELL 29805
PHONE (828
ASHEVILLE. NC
PHONE [phone]
62-6986
G G

PROPERTY CIVIL DESIGN CONCEPTS, PA FAx[phone]
www.clvlldeelgnooncepto.com
SCALE: NOT TO SCALE
Services,
SITE #F67
I I
*IN STREAM STRUCTURES EXACT BANK INTERSECTION, SLOPE, AND DEGREE OF DEPARTURE FROM BANK
WILL BE DETERMINED IN THE FIELD PRIOR/DURING CONSTRUCTION.

SIDESTREAM VIEW
PROPOSED REMOVE
LEANING TREE
- ? d 8 'AS?4? t? i?? ? ?`r ?X• y ?' Y 1 $?.?•. ? xyjl,?'Y `? Y?.?t,??
11 - Yh ,1

gay

x
t
,-1?`' 'rti Y,' f>• .. i "? _x?;?,tr ,,,x '?????-_•,t is `„ t Aft r."??i.
t / ? veil 4 'Ai r.{w' i j''R. N?: ? 7 `!i
•'? ??„ tie. J/.?.?¥?j.# - '4.
•
fir`..

ti .

•+Mr? ??F?* C ? 'Y?i ., Yom,
1
4
1
,
4
?r`iw'?r'?'?!„?.r

PROPOSED ANGULAR
DEFLECTOR STONE
(MIN 1.5 TON STONE)
STREAM DAMAGE REPAIR FOR:
o

ILANDWELL
200
S SWANNAN28RIVER RD.
AS
PHONE [phone] Environmental lo-
P8)262.6988
(82
c dc A
9;

PROPERTY FAX (8
[phone] Services, Inc.
CIVIL DESIGN CONCEPTS, PA
www.clvildeslgneoncepto.com
C 6
SCALE: NOT TO SCALE SITE #87

UPSTREAM VIEW

PROPOSED REMOVE DEBRIS

{ t j "?r/?4ifi?.v

.y?, fir-,. .?? , ?. ?? e
yam, ??• R. g ?!
. }' • f Yom, .; ? - .? ,r ' ?!. ° _ r.. -??

%
i
? Y
+ R
4
y
!?, ? .?. ? e. z ,k ? ,
? P .yDX{?7@-\ ..? t4``'9:rpd,

STREAM DAMAGE REPAIR FOR:
200 SWANNANOA RIVER RD.

I LAN DWELL G G
PHONE
ASHEVILLE, NC 28808 Environmental
PHONE [phone]

PROPERTY
CIVIL DESIGN CONCEPTS, PA FAX [phone] Services, Inc.
www.olvlld\\lynoono\ptaxom
SITE #F87 C
SCALE: NOT TO SCALE

DOWNSTREAM VIEW
PROPOSED SLOPE BANKS
BACK GMAX 1.5:1,
RE-VEGETATE, AND
PROPOSED REMOVE DEBRIS INSTALL COIR MATTING
(TYP)(SEE DETAIL)
PROPOSED ANGULAR PROPOSED CUT POINT
DEFLECTOR STONE BAR TO BACKFILL
(MIN 1 TON STONE) "ROOT WAD"
STREAM DAMAGE REPAIR FOR:
G 200 WANNANO RIVER RD.
ASHEVILLE, 28 8805 Environmental
PAX (828) 25262.6988
FAX [phone] Services, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
VANWAIvlldee19mmoepte.aom
SCALE: NOT TO SCALE SRE #87 IC8
BUNCOMBE COUNTY
EWP PROJECT
HENRY YOUNG PROPERTY
1720 CANE CREEK RD, FLETCHER, NC 28732
PIN: 9675.20-90-1200
CANE CREEK
BUNCOMBE COUNTY SITE NUMBER: 90
3UNCOMBE COUNTY
44 VALLEY STREET
I SHEVILLE. NC 28801
(828)
P1;EPA%V BY
ca'c;?? 200 SWANNANO RIVER RD.
ASHEVILLE, NO 28805
PHONE [phone]
CIVIL DESIGN CONCEPTS, PA FAX [phone]
http:l/www.oivildeeipnaonaepts.aoml
SCOPE OF PROJECT
BACKFILL ERODED AREAS WITH CLASS 2 RIP RAP
REMOVE DEBRIS
INSTALL DEFLECTOR STONES
Environmental
Services, Inc.
CDC JOB NO. 10512
DATE. AUGUST 8, 2005
SITE #90
Er. ?nns?i orate _. .. ?t • a ??
ti• - Gi?r,^ i .act t ! 1 ,
` ..1''6M AKW 234
219
A ?r S&
Mcnt?elt8 _
- OM RCK a-. ..
?217>>
'A
i ?o? po •
Moore Lake ? M Mlle ? "
fi
20
If, O 'f,
• ,v?,4o _ 9M.RCK?4 Rrsct
of ??. ?- '" " • ???},;... ???, -
w - F Q ? ?vt/i(=_.on-Reece''?`otin?? ?? ?'•
?. T r pity Ch . _ ?. ± X63, e y?
`- .?,yc r? ? JWilsen/Ree e7f?ia?=. 0?J`'?? ::•. ? ? ., ? „?
Y. • 0T O • i ??,t-'''Qak. Grvvv Ch -(j r _. ••1' 1
CS!
-01
f JFe7k71?ti t1?ty0'' Q 1 `?`?/ r.rs ti \t
Young Gala . _ •,.?
I- L
; Buncombe
Count
o
4
Wilson/Reece/Young
Copyright (C) 1997, Maptoch, Inc.
1/ .11
DIRECTIONS:
- FROM 1-40E TAKE THE US-25 ALT EXIT.
- TURN LEFT ONTO US-25 ALT.
- TURN LEFT ONTO MILLS GAP ROAD.
- TURN SLIGHT LEFT ONTO CONCORD ROAD.
- TURN RIGHT TO STAY ON CONCORD ROAD.
- TURN LEFT ONTO CANE CREEK ROAD.
- END AT 1720 CANE CREEK ROAD.
AERIAL PHOTO FOR:
HENRY YOUNG Ic
PROPERTY SCALE: NOT TO SCALE

200 6WANNANOA RIVER RD.
ASHEVILLE, NO 28606
PHONE[phone]
FAX [phone]
www.*MkWslgneonc"b.com
WE #W

DOWNSTREAM VIEW
PROPOSED REMOVE
DEBRIS (TYP)

. Y'q

.
?. f d
l
A
i

Y
1 k
`V ?s U-
?
t
`
:
.

y

'
;.
.
.
.? 1
f
STREAM DAMAGE REPAIR FOR:
G G 200WANNANOARIVER RD.
ASHEVILLE, 8806
PHONE
PHONE [phone]
Environmental
FAX[phone] Services
Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA ,
www.alWIdaalgnconcepte.com
C 2
SCALE: NOT TO SCALE a

DOWNSTREAM VIEW
PROPOSED BACKFILL WITH
CLASS 2 RIP RAP

,
"M MR"
a• i?* ?? pie- , . ?, ,

r r
td ,d ?.q??Sk ? ? +
?zel
'
,
s
?V
?
;Y y tea- .'
'ASR .^
'? 'sw
- ??? ?....? `r'S ???? i? a ? r f• `4`" a t•
[ ?y ,
7'

:L
.K 41
1

' - e
? ?
?"?+. • i,hp ' i/' .mow s -? ?. °? _ 7c . wK'la. b "?
??+
ej?

vet`

Ai*
PROPOSED ANGULAR
DEFLECTOR STONES
(MIN 1 TON STONE)
STREAM DAMAGE REPAIR FOR:

HENRY YOUNG ca*c* 200 SWANNANO RIVER RD.
ASHEVILLE, NO 8
PHONE [phone]
PNONE [phone]

Environmental

PROPERTY FA%[phone]
CIVIL DESIGN CONCEPTS, PA .S@IVIC@S, Inc.
www.olvlldplOnoonoepb.aom
C3
SCALE: NOT TO SCALE SUE #90
-
BUNCOMB
COUNTY.
EWP PROJECT
JOSEPH MILLER PROPERTY
75 OUAIL HOLLOW RD., FA/RKEW, NC 28730
PIN: 9696.01-17-5864
CANE CREEK
BUNCOMBE COUNTY SITE NUMBER: 148
CLAWT.
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED BY
200 NO RI VER RD.
AS
A8HEMLLEVILLE, NC 26 8806
PHONE [phone]
ca'c?"o
FAX [phone]
CIVIL DESIGN CONCEPTS, PA
MtpJ/www.eivildmigneancepte.comi
SCOPE OF PROJECT
- BACKFILL ERODED AREAS
RE-VEGETATE ERODED AREAS
- INSTALL J-HOOKS
- CUT/FILL ROCK BARS
Inc.
CDC JOB NO. 10512
DATE. AUGUST 8, 2005
SITE #148
77 X
R _
's ''r, fir(
i t? .. „F y?,fjp,?'y +1< + 1 f i .• ? _'- •`3. - .. ?., ?.11cC , r? ? .,fi
•rys ((RRl,•Y ?4` 't ' i r - _ ?+, ??1- s ','+J-,,.it_"!-r' S i'R? -
• .a/,. ` ! 1 'f ',.? s 'j ' •? it 1 ° -
•[ T 1 S
_ ,•.1 {? : - `?. ? Z , ?,,,??,. ,t-_' ? ?_°; - stir.' L!?'? {- i; ' + -? I R ?.
to ?.
i ?+a !troll FiTIC•j ! ? f s 4, ? ?_?? +?'?.. '+ r` ?- - ', " 4 „ r C. '_
f. E =cr ct.
•?' (?rr ?? ??+'y +-?».f ?KrX 1?-:NreM ? ?Ifi+;?,lY_??"a-.,? t ,??1ta ?1•f,$?: ?'r7?ti??"? . ,•',J` I ,',.+ ,'
t ire : y -.,_. f
r
7 + r-K'? ,1?• ? ?,..+ ? ' • ' .r --?*-? fall) Cr ?,°__ t "'+- '`` _ •r 1f '_ d+
;.. ? ? ~ • . • a?r"matt ?! y?a._ `'1 .,r._ .
` , Yy ,?ywa ?r (,. .?? j ? e 'j,Jr 4.. S !S ?? -• •-?.k 1 k y ? _- ... ' ,.
oh 9_1 e r
41
- _ ' J - ? .•1r???, ??' .ry - - '' I t tit
v _• +?. , ,. -- -. Jol tea. i• ??til •?- ? " j +'
.70
1 '•r -fl 1, !1 A `- ,a -_ t ?,5" - - * ??' k"wr"+ r• 't f i ~?''
ow"
? -_ t ' f ! art - -f =r?. ? ii ? 1 • 1 f'T?""- .,
- ? ?.,r• « l?lli'?.f{+•f?1 - ? ?' • -, .fit-°.? f' _I r.
CAT
1',ii f•.J?-W ??•I1 • •' " ?'? ?,?? 1) '? * .? ..F • r'Ct'}.'i ? T ' t 1
? ?at't'? air 'i tir_In ?!- 1 ;• ?' I
>;pRights Reserifel
i
i

DIRECTIONS:
- FROM 1-240 E TAKE THE US-74-A EXIT 9-TOWARD BLUE RIDGE PKWY/BAT CAVE.
- MERGE ONTO US-74 ALT.
- TURN LEFT ONTO OLD FORT RD.
- TURN RIGHT ONTO BLUE RIDGE DEV RD.
- TURN RIGHT ONTO QUAIL HOLLOW RD.
- END AT 75 QUTAL HOLLOW RD.
AERIAL PHOTO FOR;
200 SWANNANOA RIVER RD.
PHONE (82
ASHEVILLE, NC 06 Environm
PHONE [phone]
JOSEPH MILLER GG
FAX[phone] S@Nlce$.
PROPERTY CIVIL DESIGN CONCEPTS, PA
www.olvlWeelpnoonoepte.oom 7? r
SCALE; NOT TO SCALE S?//G #148 I

Cross Section
Site#148 Riffle
104

c
99
m
w

94 {
0 10 20 30 40 50 60 70 80 90
Width from River Left to Right (ft)
section:

stream:
location:
description:
height of instrument (ft):
Riffle

06.03

-

notes omit
pt, distance
(ft) FS
(ft)
elevation FS
bankfull FS
top of bank W fpa
(1t1 channel
slopsa {%) Manning s
-"n"-
Left FP 0 6.6 99.43 8.46 6.87 w 0.04
TOB Left 6.5 6.81 99.22 97.58 99.46
10 7.45 98.58
13.2 9.82 96.21 ietir®f18, n s
23 10.56 95.47 83.5 x-section area 1.5 d mean
29.5 10.2 95.83 56.1 width 57.8 wet P
31.75 9.81 96.22 2.8 d max 1.4 h yd radi
Mid Chann 34.5 8.47 97.56 4.6 bank ht 37.8 w/d ratio
Mid Chann 40.75 8.67 97.36 200.0 W flood prone area 3.6 ent ratio
H2O Surfa 45 9.68 96.35
51 10.31 95.72 hydraulics
Thalweg 59 11.2 94.83 5.8 velocity ft/sec
62 11.17 94.86 485.3 discharge rate, Q cfs
67.5 8.45 97.58 1.35 shear stress Ibs/ft s
Right TOB 73 6.57 99.46 0.83 shear velocity ft/sec
79 6.54 99.49 8.090
0.71
7.0
430:4 unit stream power Ibs/ft/sec
Froude number
friction factor u/u`
threshold grain size mm
CROSS SECTION FOR:

JOSEPH MILLER

ROPERTY

SCALE: NOT TO SCALE
200 8 . NORIVER RD.
ILLS

Environmental
PHONE (a28) 252-5388
PHONE [phone]
FAX[phone] Services, Inc.
CIVIL DESIGN CONCEPTS, PA 9;
www.clvlldeelgnconcepte.com ?+I7? (/?_
SUE #W V 2

PROPOSED BACKFILL 02:1
SLOPE, RE-VEGETATE, AND
INSTALL COIR MATTING
TYP SEE DETAIL
tl ??
Y ?
.Fa
`? lfl. 1 N `'`'?1x'i6` a°
3±-
'! tii,1'r J fie.
??°" ' {ry,'? ;.+C a,Z S?nvJR?-t --# ,?5 i .. ? ? _e'?llj, •.?. `t •Y? a.?+?'?
STREAM DAMAGE REPAIR FOR:
G G 200 1NANNAN RIVER RD.
ASHEVILLE, 28
606 Environmental
PHONE [phone]
FAX [phone] Services, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
www.eivildesignconcepts.com ,?{
SCALE: NOT TO SCALE Srff 1?9p
V3
UPSTREAM VIEW
PROPOSED CONSTRUCTION OF
"J HOOK" O 25' SEE DETAIL
PROPOSED CONSTRUCTION OF
"J HOOK" O 20' SEE DETAIL
_ ,..
1 / ? I
JM _ w
CUT TO CREATE
PROPOSED BACKFILL PLUNGE POOLS AN
WITH CUT ROCK USE TO BACKFILL
*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:
Cat 2008WANNANO RIVER RD.
PHONE ASHEVILLE. 9
806 Environmental
PAX (828)28) 252262-6388
JOSEPH MILLER FAX [phone] Services, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
www.clvikl"lgneoncepts.com
SCALE: NOT TO SCALE SITE #98 C4
UPSTREAM VIEW
PROPOSED BACKFILL
WITH CUT MATERIAL
70 ?r::r
e ?
s
4 ?
,40
_ r? v 1? f±'.?? ?c'?`-?3 r•.,? ?.+.+.' _ I °1,,a; ±?Ff,? cam.
S.
H- S t ?` ?i` { a
r
t
? _? •e'. ?,l?,?r"'*"? s? ?? MITI?1.? ?? ?? .}??,? u.
PROPOSED CUT: AND
RE-LOCATE TO
RESTORE TO SINGLE
CHANNEL FLOW
STREAM DAMAGE REPAIR FOR:
G G F200 AX (8n82 BWANNANOA RIVER RD.
PHONE MHEVILLE, NO 28806 Environmental
JOSEPH MILLER 8)2626988
FAX [phone] Services, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
www.alviWaslpnoonftpts.com G+/???{ ?,/p \-
SCALE: NOT TO SCALE WE *I'/O `5

UPSTREAM VIEW
i

li
r \`
i
?iy? r f ? c

T
7
a I•? ?. 1? dy
V ~?

't?M ? e + tY \ ?' r. ? ? Y I

PROPOSED SHOT ROCK FILL
STREAM DAMAGE REPAIR FOR:

OSEPH MILLER G G A
200 S MLLE, NORIVER RD.

ASONE
NO 28806 Environmental
PHONE [phone]
FAX[phone] Services, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
www.clvlldeelgnoweepts.com
WE
9 C6
SCALE: NOT TO SCALE 1r

BUNCOMB
COUNTY
EW.P PROJECT
MICHA EL KIRS 7 BIN PROPERTY
402 AL"GE RD., FA/RWEW, NC 28730
PIN: 9686.20-90-6186
GARREN CREEK
BUNCOMBE COUNTY SITE NUMBER: 145
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED Y.-
AS
200 C C N RIVER RD.
A8HEMLLEVILLE, NC 2 28806
PHONE [phone]
FAX [phone]
CIVIL DESIGN CONCEPTS, PA
http://www.olvlldeeignoonoepte.oom/
SCOPE OF PROJECT
- SLOPE BACK ERODED AREAS
- BACKFILL ERODED AREAS
- RE-VEGETATE ERODED AREAS
- INSTALL IN STREAM STRUCTURES
- INSTALL DEFLECTOR STONES
Environmental
Services, Inc.
CDC JOB NO. 10512
DATE. AUGUST 8, 2005
S17E #145
-
,:? .fir } .' ? _ _ ••' I
?I?},•lHT .1+74? ' t ? ? ? •. ? : ;- • ,-I- :.F _ - I
464,
NIP
a SI -ti
' • s c a
t t ? z. y r-
? i • ,' t t '4 , ft?Atl?71 ?i'ti t" f . s i? f'` ? ?"i i
1 n 1• i' !••J 1 S-'/ t' ,ryi t'`?,!' ?..?'-: le. t
• y.r .s `;
at « '••'? Sx it ,?` 'st ? _
• rt ' .?' ?.'? ? ?. ?4R-f ,? _ 1 't ? .s ,, ?p tel.•t; ?`? ? ?.? ? S I
INIL
._•
• `??S it
E it
I e :A.
(Ain* c;'.0014
r _ ? n ;pi ` `i C1rtr?' ; JYS
f R 1 ) ,y x i ? •?
G - ..? ; + • 7 ? l' 4 ? ? _ +7 fir'
-
all 0
- !I
i -'a ?r r: :y-?.•'?^ »??, ?;•. - _ f .. } •?. i. Taft
woo 'S
s + ti?yra dI S?`¢P,r.'1 . ?•?tj3?? 14."Tf, , ?? '•"` r l ? f r . r• • ,_
. d .I tl !, t « 8f r '
;?i. ??• y?'-r 1?.',?t y' 'r r? ?I?•r•ti-?'? ? «-<y III
M AKW 04 ? _ ?r?,_,, •
o.,a??rr,?, 279 _s ?? 1 H:?Jutl ?rartkGko#?RI i _',.,ti, • ? ` I "?,
wig.
i&hts Fie _,@Fved; Wit For hJy hl? to ?
-1 J r •,T ,? ' r`r i III
I I
DIRECTIONS:
- FROM 1-240E TAKE THE US-74-A EXIT EXIT 9 TOWARD BLUE RIDGE PKWY/BAT CAVE.
- MERGE ONTO US-74 ALT.
- TURN SLIGHT LEFT ONTO VILLAGE RD.
- END AT 402 VILLAGE RD.
AERIAL PHOTO FOR:
G G 200 EWANNAN RIVER RD.
H, 28
806
PHONE [phone]-6388
MICHAEL KIRSTEIN
CIVIL DESIGN CONCEPTS, PA FAx(e25) 2s2-saes
PROPERTY 0
www.oMkInIgnooncepb.oom
SCALE: NOT TO SCALE SITE
Services,
-77
ib rrs 777,77
136.8 x-section area 2.2 ea
n
61.3 width 63.2
3.4 d max 2.2 F
14.7 bank ht 27.4 t
160.0 W flood 2.
6 t
CROSS SECTION FOR:
MICHAEL KIRSTEIN
PROPERTY
SCALE: NOT TO SCALE
cs
7.3 velocity ft/sec
1001.8 discharge rate Q cfs

2.70 _
shear stress ((ibs/ft sq)
1.18 shear velocity (ft/sec)
20.408 unit stream power (lbs/ft/sec)
0.75 Froude number
6.2 friction factor u/u'
60-X4. threshold rain size mm
`
RIJOI14 200 BWANNANOA RIVER RD.
I ' ABNEVILLE, NO 26806
PMONE (828) X 2622.6686
C FA
GN CONCEPTS, PA (828)
www.alvildsNpnconcepte.com
S /G #9
DOWNSTREAM VIEW
*IN STREAM STRUCTURES EXACT BANK INTERSECTION, SLOPE, AND DEGREE OF DEPARTURE FROM BAI
WILL BE DETERMINED IN THE FIELD PRIOR/DURING CONSTRUCTION.
STREAM DAMAGE REPAIR FOR:
G 200 BWANNAN RIVER RD.
ASHEVILLE, 28
PHONE
806 Environm
PNONE (828)28) 2628262-6888
MICHAEL KIRSTEIN
FAX [phone] S@NIC@S,
PROPERTY CIVIL DESIGN CONCEPTS, PA it -
www.aMkI"Ignoonoepfs.oom r
I
SCALE: NOT TO SCALE I S17E #145
I ! i I ?.

UPSTREAM VIEW
PROPOSED REMOVE TREE
PROPOSED RE-VEGETATE BANK

J} a4 «

F
? ` L E}f `{ ?? ? - v t ?f

f` L fat
J i
iTc??'> AM
Alt;
t• ~ Y.. , Y f4 11.0`

?
. ; may. jr M 1 , ' Y ?
l : lyr \ ?. a? aE'Mbti. 1qw

Yl4. ;? (' t 1. ?... hr'.. ?? w ., ;ri?-+ '??b Y M n V? .. ..
•^l''
PROPOSED CONSTRUCTION OF
"J HOOK" O 20' 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:

MICHAEL KIRSTEIN G G 200 PHONE (028SWANNAN RIVER RD.
ASHEVILLE, NC 28805 28806 Environmental
PHONE [phone]

PROPERTY FAX(828)252. M Services, Inc.
CIVIL DESIGN CONCEPTS, PA
www.olviId"dpnconc"ph.com
317E #9 C4
SCALE: NOT TO SCALE

PROPOSED ANGULAR
DEFLECTOR STONE
(MIN 1TON STONE)
3 t iY'? i ++ d y.
? ` N xv
'Sp

ROCK OVER GEOTEXIILE MAT
02:1 SLOPE, RE-VEGETATE,
INSTALL COIR MATTING (TYP)
STREAM DAMAGE REPAIR FOR:
MICHAEL KIRSTEIN
PROPERTY
SCALE: NOT TO SCALE
200 SWANNANOA RIVER RO.
ASHEVILLE, NC 28805
PHONE [phone]
FAX [phone]
SAN CONCEPTS, PA
www.clvlldeslgnooncepte.com
317E #95
BUNCOMBE COUNTY
EWP PROJECT ?
FL &7CHER PA RTNERS INC.
PROPERTY
1243 SAND HILL RD., CANDLER, NC 28715
PIN: 9617.16-73-8223
HOMINY CREEK
BUNCOMBE COUNTY SITE NUMBER: 216
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PRSDAFM BY
caoc'? 200 S , NOA RIVER RD.
A8HEVILLSILLE NO 28806
PHONE [phone] Environmental
FAX [phone]
CIVIL DESIGN CONCEPTS, PA Services, Inc.
http:/Nvww.olvlldeelgnoonoepte.oom/
SCOPE OF PROJECT
SLOPE BACK ERODED AREAS
RE-VEGETATE ERODED AREAS
INSTALL DEFLECTOR STONES
REMOVE DEBRIS
- INSTALL °J HOOK"
CDC JOB NO. 10512
DATE. AUGUST 1, 2005
SITE #216
v
G
;tYater tan{, '
•fJ - ? 1 w . ? 4
- 04 .? , ?C'• sF' ?l'r to •° ?'' ?: . 4 ?,? y. .' -
(1 re
- ?i ?•? t• .?y ;a •U, ACLO!'!T,•?'..'?`?,,? ? ? vie ( y •''t -?_
Lake
4F -J
.j i. r ; `r
i _' - /•.. ?j ,r?a.• •? A -,a-'rc„a.•- ?1y'}'?' ••+4` f\:A7and f r u '' ,? '_ y 1 C
r/ \ ?P • ?As3 t I)j
I t •' 'i+eT . •A?. t• ?,Nr•? ,ter
7 f .'1. •',:' r p ?? - ?' -C;• :•t• F . At1111??, Iyy?• ..iry• - j
" r ???.,• 1 ?:ay?i a ??
Z r 4 r `° ,!arRinat .? ?? Usk Forest .•- y ' _a
e Cem % Church # ?•
L -d
? , - .- --- -Enka :? '?•,? ?--...,? -- _. : -- _ _ .
?, (BN Y 3A) 'ti.ytr''?j.? • -_, ? ' ?V f?`. -'t+-- '!e? -?• ii7
;/jam • -?? ?O t? ? ?', _ ?, ''7
' f•" j Tailings Oonds.? _ .. ?t ) a t' +`•R, '1? i I ,
r Ali: ? ? T /. • I •i
\ f '? rr> SUOStatlon • _ _ wq " ( , @-. Z
1116
kka Vlldtge .•s° ?q ' . w I 1 K0 oy
W, J
a? !,.s "I 'tIN 17' Ch pPl'.
Enka ' _-' ?•' :r .??' 1 ,a . i ?` c? T,f{! -
Lake ` ?' a?' ?' I 'r ?• l
?X 'A
- ELEY 2097 ' ". ? u°4 _.._ . ,??-•-,-_•`.. ""' : ` I . ` +_ ' ^°a ? -
%
Morgan')lill Ch•
Y .1 I
Cern
16 9 .7 ?
ya t
?s?, Ala oti) ?0 1 ? t ? t ?y I
Vol
- B.aidwiri Gap`'`
- i may,
lac l*l?na r 1\ • g A, -_
1
_i_... I 62° 38'10. oo° W2, 37`000° vv? ?
Jame: ENKA Location: 035° 32.28.0' N 082° 38' 04.6" W
ate: 11/102004 Caption: Fletcher Partners
kale: 1 inch equals 2000 feet -- - - - -- - - - ----------- -
Buncombe
- FROM 1-40 W TAKE THE US-19/US-23 EXIT-EXIT 44-TOWARD W ASH EVILLE/ENKA-CANDLER.
TURN RIGHT ONTO US-74 ALT/US-19/US-23.
TURN LEFT ONTO NC-112.
END AT 1243 SAND HILL RD.
AERIAL PHOTO FOR:
FLETCHER
PARTNERS INC.
PROPERTY
SCALE: NOT TO SCALE
ca G 200 B , NORIVER RD.
ASHEVILLSILLE NO 288806
PHONE [phone]
ow'??
CIVIL DESIGN CONCEPTS, PA FAx[phone]
www.eivlldeelpneoncepte.com
SITE #216

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

a ' +f
ot.

V ?A
Vkk,

t Yth ? .,t.. a
.
l
5
-
,
Jos' J1, r

.
?f v .?
dN }
.r?e?+t , g
z

PROPOSED ANGULAR
DEFLECTOR STONE
MIN 1.5 TON STONE
STREAM DAMAGE REPAIR FOR:
FLETC H E R 208 8WANNANO RIVER RD. ASHEVILLE, NO 28805 Environmental
PHONE (828
PHONE (828) 88
PARTNERS INC¦ FAX [phone] Services, Inc.
CIVIL DESIGN CONCEPTS, PA
PROPERTY WWW.Civildeslgnconcepte.com
SCALE: NOT TO SCALE WE #216 EC 2

DOWNSTREAM VIEW
PROPOSED DEBRIS REMOVAL t;TYP)

M
7

s 1
fi,
f r
a
¦
d1
4? 4
?^

r .i

4 'trl i
STREAM DAMAGE REPAIR FOR:
FLETCHER 200 SWANNANOARIVEIR RD.
, NO z8805 eeo6
Environmental

PARTNERS INC PHONE (62
PNONE [phone]
FAX[phone]

Services, I

nc.
. CIVIL D ESIGN CONCEPTS, PA
PROPERTY ~V.clvlldesipnconcepb,com

SCALE: NOT TO SCALE ?f
NI E #L 16 IC
3
_

UPSTREAM VIEW
PROPOSED CONSTRUCTION OF
"J HOOK" ® 25' (SEE DETAIL)

J p(? 6 i.
101

xh. I • •
? ,d?- +w ?e ??_ ? '.s? ' s; ?.j!" ,;?., - y ? 1. ,. -
_ ti
C ? f ??I ?y _

- 1 dF i
r xP:

STREAM DAMAGE REPAIR FOR:
FLETCHER 200 SWANNAN 28 RIVER RD.

806

28
ASHEVILLE, NC
Environmental
PARTNERS I N C ¦

CIVIL DESIGN CONCEPTS, PA (828
PHONE
NONE (828) 2 26
62-8988
FAX [phone] Services, Inc.
PROPERTY www.clvildedoneoncepb,com
SCALE: NOT TO SCALE SIG `218 C

SIDESTREAM VIEW
STREAM DAMAGE REPAIR FOR:
FLETCHER t 200V NORIVER RD.
ABHEVILLEILLE, NO 288806
PARTNERS INC. PHONE (828)-065
CIVIL DESIGN CONCEPTS, PA FAx(82B)2626986
PROPERTY www.olvildeslgnoonceptB.com
SCALE: NOT TO SCALE S/ / c #216
UPSTREAM
STREAM DAMAGE REPAIR FOR:
FLETCHER caoc
PARTNERS INC. CIVIL DESICONCEPTS, i
PROPERTY
SCALE: NOT TO SCALE
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28806
PHONE [phone]
FAX[phone]
www.civildesignconcepte.com
S / G #216
Services,
DOWNSTREAM VIEW
STREAM DAMAGE REPAIR
FLETCHER
PARTNERS INC.
PROPERTY
SCALE: NOT TO SCALE
ccrt 00 SWANNANOA RIVER D.
ASHEVILLE, NO 28806 8806
PHONE [phone]
q"?
CIVIL DESIGN CONCEPTS, PA FAx(82B)2828888
www.civildmigneancepte.com
SITE #216
Services,