20051694 Ver 1_Complete File_20070825

O?O? W A T ?RQG
\ r
Michael P. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of WaterQuality
September 9, 2005
Jon Creighton
Buncombe County Government
205 College Street
Asheville, NC 28801
Subject Property:
DWQ Project # 05-1694
Buncombe County
V D
SEP 2 0 2005
DENR - WATER QUALITY
MUMS AND STORIAVATER BRANCH
Flat Creek & Braod River - EWP (Sites 149, 193, 194, 198, 206, &
137)
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 680 feet of streams for the purpose of
streambank stabilization at the subject properties, as described within your application
received by the N.C. Division of Water Quality (DWQ) on August 1, 2005. After
reviewing your application, we have decided that the impacts are covered by General
Water Quality Certification Number(s) 3376 (3376). The Certification(s) allows you to
use Nationwide Permit(s) 37 when issued by the US Army Corps of Engineers
(USACE). In addition, you should obtain or otherwise comply with any other required
federal, state or local permits before you go ahead with your project including (but not
limited to) Erosion and Sediment Control, Non-discharge, and stormwater regulations.
Also, this approval to proceed with your proposed impacts or to conduct impacts
to waters as depicted in your application shall expire upon expiration of the 404
or CAMA Permit.
This approval is for the purpose that you described in your application. As "stable"
and "pre-storm" are not interchangeable terms, all work must be to ensure
stability, regardless of channel location. Additionally, channels cannot be
returned to it's pre-storm location unless there is documented instability is
submitted and approved as part of the application package. Additionally, nothing
in this authorization allows for the removal of any mid-channel depositions of
rock unless it is documented as part of the application and hydraulics analysis
indicate that the hydraulic capacity on the channel does not fall within the
regional curve. If you change your project beyond the activities authorized below, you
must notify us and you may be required to send us a new application. If the property is
sold, the new owner must be given a copy of this Certification and approval letter and is
thereby responsible for complying with all conditions. If total fills for this project (now or
in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncvaetlands
NorthCarolina
,Aatrrrall1l
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Buncombe County:
Paget of6
September 9, 2005
requires you to follow the conditions listed in the attached certification and any
additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific
and general conditions of this Certification (or Isolated Wetland Permit) are met.
No other impacts are approved including incidental impacts:
Amount
Approved (Units) Plan Location or Reference
Stream 680 feet Flat Creek & Broad River
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all
specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to protect surface
waters standards:
a. The erosion and sediment control measures for the project must be
designed, installed, operated, and maintained in accordance with the most
recent version of the North Carolina Sediment and Erosion Control Planning
and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and
erosion control measures must be such that they equal, or exceed, the
requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on
all construction sites, borrow sites, and waste pile (spoil) projects, including
contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be
designed, installed, operated, and maintained in accordance with the most
recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the
reclamation in accordance with the requirements of the Sedimentation
Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian
areas beyond the footprint of the impacts depicted in the Pre-Construction
Notification. All construction activities, including the design, installation, operation,
and maintenance of sediment and erosion control Best Management Practices,
shall be performed so that no violations of state water quality standards, statutes,
or rules occur.

Buncombe County:
Page3 of6
September 9, 2005
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters
to the maximum extent practicable. If placement of sediment and erosion control
devices in wetlands and waters is unavoidable, they shall be removed and the
natural grade restored within six months of the date that the Division of Land
Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification
or applicable Buffer Rules, and any subsequent modifications, the applicant is
required to return the attached certificate of completion to the 401NVetlands 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
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
Buncombe County:
Page4 of6
September 9, 2005
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 with
streambank associated with
and/or maintenance must be
for Riparian Buffer Restoratu
within 25 feet of the
repair, replacement
with the Guidelines
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.
1
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.
in disturbed areas located
any land disturbing activity,
done in a manner consistant
Buncombe County:
Pase5 of6
September 9, 2005
14. If pasture along the stream is to be used for grazing, the permittee must inform the
appropriate landowners that cattle should be prohibited from damaging riparian
areas and from de-stabilizing the stream banks and channel.
15. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained
as diffuse flow at non-erosive velocities through the protected riparian zones
such that it will not re-concentrate before discharging into a stream.
16. Water Quality Certification Notifications
The permittee must provide a copy of this issued Water Quality Certification and
attached cover letter to each property owner where the approved work will be
performed.
18. Turbidity Standard
The turbidity standard of 10 NTUs (Nephelometric Turbidity Units) shall not be
exceeded as described in 15 A NCAC 2B. .0200. Appropriate sediment and
erosion control practices must be used to meet this standard.
Violations of any condition herein set forth may result in revocation of this Certification
and may result in criminal and/or civil penalties. The authorization to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application and
as authorized by this Certification, shall expire upon expiration of the 404 or CAMA
Permit.
If you do not accept any of the conditions of this Certification (associated with the
approved wetland or stream impacts), you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N.C. 27699-6714. This certification and its conditions are final and binding unless you
ask for a hearing.
Buncombe 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,
Alan W. Klimek, P.E., Director
Division of Water Quality
AW Klkhb
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 401Metlands Central Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 05-1694. EWP. FlatCreek&BroadRive r.ApprovaI
Triage Check Dist
Date: 09/08/05
To:
Kevin Barnett, Asheville Regional Office
60-day Processing, Time: 9/07/05 to 11105105
DWQ #:05-1694
County: Buncombe
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!

Project Name: Buncombe County EWP
Flat Creek - Broad River
l
C 0#4 C00-
CIVIL DESIGN CONCEPTS, PA
7, I
i r"'1 1
20051694
August 24, 2005
Rebekah Newton
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue
Room 208
Asheville, NC 28801-5006
Dear Ms. Newton,
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}} t?11iJ?h"'D iltil.irknjClto ?i?Gti
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
Watershed Project to rebuild and stabilize various locally damaged streams to prevent further
erosion control problems to existing property and structures. Restoration for these projects will
consist of minimal streambed 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.
Sincerely,
Michael D. Lovoy, PE
Civil Design Concepts, P.A.
Cc: Cindy Karoly-DWQ
Kevin 13amctt-DWQ
Gaty I liggins-Buncombe County
Dave McHenry-Notch Carolina Wildlife Resources Commission
S:\ACAD\ 10512\Docs\n124aug05.doe
P.O. Box 5432 Asheville, NC 28813 Phone: [phone] Fax: [phone]
Office Use Only: Fonn Version March 05
20051694
USACE Action ID No. DWQ No.
(If any particular item is not appltcabte to tms project, picase enter Nut Appi cuu,n ui Nin .)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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
Enviromnental Concern (see the top of page 2 for further details) MOP ?rmj
Z F
II. Applicant Information `'
CEP 7 2GU5
1. Owner/Applicant Information ,?,??
Name: Gary Hi<7-gins ti, ruyF???`;y" = --
.?
Mailing Address: Buncombe County Soil & Water Conservation
Asheville NC 28802
Telephone Number: Fax 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 Fax Number: 828-252-5365
E-mail Address: mlovoyncivildesi ng_concepts com

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: Broad River. Flat Creek
8. River Basin: Broad River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.enr.state.nc.us/admin/mans/.)
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
n...... c ,.c In
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.
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 ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along; with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. 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
77...... '7 ..0 1'1
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se aratel list impacts due to both structure and floodin T.

Wetland Impact T e of Wetland
YP Located within
100-year r
00-ye Distance to
Nearest Area of
Impact
Site Number Type of Impact (e.g., forested, marsh, a
F Strewn (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
meet hP ;nel„r1f-d Tn c;,1c»late ncreave- multinly length X width, then divide by 43,560.
Area
Stream Impact
Number
Stream
Type of Impact
Perennial or
?
i Avcra c
g
Stream Width Im act
p
Length
of
act
Im
(indicate on map) Name ttent
Interm Before Impact (linear feet) p
acres
149 Broad Debris removal, Bank repair P 15 50 0.02
River and revegetation
193 Broad Bank repair and stabilization, P 15 100 0.03
River berm construction to redirect
stream to original channel
194 Broad Bank repair and stabilization, P 15 200 0.07
River benn construction to redirect
stream to original channel
198 Broad Debris removal, point bar P 20 90 0.04
River removal, bank stabilization
206 Broad Remove gravel bar, bank P 20 150 0.07
River stabilization, revegetation
137 Flat Debris removal, bank P 15 90 0.03
Creek stabilization, revegetation,
redirect channel to original
location
Total Stream Impact (by length and acreage) 680 0.26
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill nvrnvnt;nn drP(1(Tln(T flnnrlinn_ drninane_ bulkheads, etc.
Open Water Impact Type of Waterbody Area of
Site Number Name of Waterbod
y Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma (if applicable) ocean, etc.) acres

Total Open Water Impact (acres) 0
n,.,... 0 ..C In
6. List the cumulative impact to all Waters of the U.S. resulting from the project.
Stream Impact (acres): 0.26
Wetland Impact (acres : 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 680
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 watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The 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
n-__ n „r In
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
littp:Hli2o enr state.nc.tis/ncwetIands/strm?,,idc.11tml.
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 pro'ect t _
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 littp•//1i2o.enr.state.nc.us/wrp/iiidcx.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):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an 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
X.
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 ?
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 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what
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 project
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.
type of mitigation is proposed (i.e.,
Enhancement, or Payment into the
appropriate information as identified
n„_., , , ..c I I
XII. Sewage Disposal (required by DWQ) schar Clearly detail the ultimate treatment methods and a disposition oif the ge or f sch y e) of
wastewater generated from the proposed project, or ailable capacity

XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional No 0 development, which could impact nearby dowr a cumulative water utility impact analesis?in accordance with
If yes, please submit a qualitative or quantitative
deon o on ebsite at
narrposted
the most recent North Carolina Division of Water Quality sh policy
11U p://h2o.enr.state. ne.us/newetland s. If no, please provide
XV. Other Circumstances (Optional):
ired
It is the applicant's responsibility to submit the application su fictly in However, adv ace ant smay
construction dates to allow processing time for these permits.
choose to list constraints associated with construction s relates sequencing assoc ated wit lEndangered limitsand
work schedules (e.g., draw-down schedules for lake
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
See Attached Narrative.
_Iviv_ l
Applicant/
(Agent's signature
Z
?ftnaturc
only if an authorization letter from the applicant is provided.)
n....- I q „c I q
Attachment A Broad River, Flat Creek Buncombe County Emergency Watershed Protection Program
Receiving Approbmate In-stream Bank Debris
Site Owner Address PIN Lat/Long Water Trout Water HOW Channel Stricture Repair Removal
Len th
149 Ned Garrison 1719 NC Highway9 0627.00-56-1557 35.5651°N,
° Broad River Yes No 50 No Yes Yes
Black Mountain, NC 28711 82.2758
W
193 Krstebn
Ra 1679 NC Highway 9 0627.00-36-7511 35.564 0 '
1 Broad River Yes No 100 No Yes No
y Black Mountain. NC 28711 82.2744
W
194 Charles Fortune 34 Chestnut Hill Road 0517 00-87-8325
1 Broad River Yes No 200 No Yes No
Black Mountain NC 28711 82.2977
W
196 Dean and Grace Ledbetter 2571 NC Highway 9 Black 036.00-00-4881 3751 1
° Broad River Yes No 90 No Yes Yes
Mountain NC 28711 82.2548
?N
206 Hugh and Mary Greene 2104 NC Highway 9 Black 0626.00-93-4386 . 4
° Broad River Yes No 150 No Yes Yes
Mountain NC 28711 82.2604
W
137 Larry Davis 312 Flat Creek Road 0616.01-47-8789 4 ° Flat Creek Yes No 90 Yes Yes Yes
Farvew NC 287311 82.3099 W
Attachment B
Buncombe County Emergency Watershed Protection Program
Broad River, Flat Creek
Six stream channel reaches on two streams in Buncombe County, North Carolina are targeted for
repair under the Emergency Watershed Protection program. The two streams, the Broad River,
and Flat Creek, are described below.
Broad River
Five stream channel reaches of the Broad River are targeted for repair under the Emergency
Watershed Protection program. The Broad River, from its source to Pool Creek, has a Best Usage
Classification of C;Tr and is a designated Trout water.
Site 149 is approximately 50 linear feet in length. Proposed work for this reach includes debris
removal, including removal of a gravel point bar, and installation of bank deflector stones.
Adjacent land use for this reach includes forested areas and agricultural uses.
Site 193 is approximately 100 linear feet in length. Proposed work for this reach includes
installation of a bentonite berm to redirect stream channel to its original location, as well as bank
stabilization and revegetation. Adjacent land use for this reach includes commercial agriculture.
Site 194 is approximately 200 linear feet in length. Proposed work for this reach includes bank
stabilization and revegetation, installation of deflector stones, and construction of a berm to
redirect flow to the original channel. Adjacent land use for this project is primarily commercial
agriculture with some residential yards.
Site 198 is approximately 90 linear feet in length. Proposed work for this reach includes debris
removal, removal of a point bar, and bank stabilization. Deflector stones will be used to stabilize
the banks. Additionally, a side-channel is beginning to form. Material from the point bar will be
placed to stop formation of the side-channel. Adjacent land use for this reach includes forested
areas and commercial agriculture.
Site 206 is approximately 150 linear feet in length. Proposed work for this reach includes bank
stabilization and revegetation, and removal of a point bar. Adjacent land use for this reach
includes forested areas and commercial agriculture.
Flat Creek
one reach of Flat Creek is proposed for repair under the Emergency Watershed Protection
Program. Flat Creek, from its source to the Broad River, has a Best Usage Classification of C;Tr
and is a designated Trout water. A description of this project is below.
Site 137 is approximately 90 linear feet in length. Proposed work for this reach includes bank
stabilization and revegetation, debris removal, and construction of a clay berm to redirect the
stream to its original channel. Deflector stones will be utilized to stabilize the banks. Debris
within the culvert on Flat Creek Road will be cleaned to keep the water flow within the channel.
Adjacent land use for this project includes forested areas.

I
I' MR1 ur FOR EMERGENCY WA`I ERSIICD PROTECTION (LWI')
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
?//9 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 yid egress on the land for the purpose of
maintaining or inspecting maintenance of the enicrgency works for the period of l year from the
date of completion. Work areas covered by this permit are sketched on the reverse of this form
or on an attached sliect.
Sim Date Si cg icd Date

1 1 ?1 R111 Klfj2"H
PERMIT FOR EMERGENCY WATERSIMD PROTECTION (EWP)
The undersigned landowners hereby grant permission to Buncombe County and the Buncombe
Countv 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
T Oct d 1 ?, V -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 I year fi-om the
date of completion. Work areas covered by this permit are sketched on the reverse of this form
or on an attached sheet.
Si Ig le Date Si tg icd Date
zy_OS

?U
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
0a d rR?, yf 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 form
or on an attached sheet.
Signed Date Signed Date
jo.kP )- f 16 5 - 08 A 4W 1 ?' N

?, l Q(a e'er
I 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 their agents to enter upon our land for the
purpose of repairing the flood damage of stream channels and stream banks in the
??D X watershed.
This permit includes the right to spread soil, remove and dispose of debris, install needed
measures, seed and mulch, and perform similar emergency watershed protection work
necessitated by the floods of September, 2004.
This permit also includes the right of ingress and egress on the land for the purpose of
maintaining or inspecting maintenance of the emergency works for the period of 1 year from the
date of completion. Work areas covered by this permit are sketched on the reverse of this form
or on an attached sheet.
Signed Date Signed Date

. I C?- V-a-19- )-4-7 d 6.8ev
PERMIT FOR EMERGENCY IVATERSIIED 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
ITV 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.
Sine Date Sip'ned Date

ctT.c r s fie.
0. 91"t I
f
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
D l? 1 l?l/ watershed.
This permit includes the right to spread soil, remove and dispose of debris, install needed
measures, seed and mulch, and perform similar emergency watershed protection work
necessitated by the floods of September, 2004.
This permit also includes the right of ingress and egress on the land for the purpose of
maintaining or inspecting maintenance of the emergency works for the period of 1 year from the
date of completion. Work areas covered by this permit are sketched on the reverse of this form
or on an attached sheet.
Signed Date Signed Date
f-L' A
441, 1 Ae.-Kr 5N
?? Gre
IN f

q C?r \
/
PERMIT FOR EWRGENCY 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
FjI(L watershed.
This pernut 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 all attached slieet.
Signed Date Signed Date
Zj?z&-
1oUNCO1?/[1 B]E COUNTY
EWP PROJECT
Sf TE DETAIL SHEETS ARID
SPECIFICATIONS
WM DETAILS AND SPECS WILL BE USED FOR EACH SITE WHERE APPLICABLE.
CL ENT
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
Pf?EPARED BY
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28805
PHONE [phone] Environmental
FAX [phone]
CIVIL DESIGN CONCEPTS, PA Services, Inc.
httpJ/www.clvlldoslgnconcopts.com/
CDC JOB NO. 10512
DA TE. JUNE 21, 2005

CROSS-SECTION VIEW
3-7% Cope
_'F?5
PROFILE VIEW
FLOW
1
BACKFILL WITH SURGE
STONE TO TOP OF ROCK
w
0
V) o?
Ld
c?
E
m
i
20-30'
(REFER TO PLANS)
PLAN VIEW
*BASED ON ROSGEN'S APPLIED FLUVIAL GEOMORPHOLOGY FIELD MANUAL, 2001
DESIGN SPECIFICATIONS FOR THE
TYPICAL ROSGEN "J" HOOK VANE
NOT TO SCALE
NOTES:
-STREAMS 30-50' WIDE MIN STONE SIZE SHALL BE 1.5 TON WITH
2 FLAT SIDES.
-STREAMS LESS THAN 30' WIDE - MIN STONE SIZE SHALL BE
1 TON WITH 2 FLAT SIDES.
'J- HOOK DETAIL FOR:

BUNCOMBE
200 BWANNANOARIVERRD.
ASHEVILLE, NO 28808 Environmental
.?

COUNTY EWP PHONE[phone]
_ FAX (828) 252-MCS Services, Ino.
CIVIL DESIGN CONCEPTS, PA
PROJECT www.clvildaslpnconcepts.cnm
^
/
_
SCALE: NOT TO SCALE \
_
v

NOTES:
-STREAMS 30-50' WIDE MIN STONE SIZE SHALL BE 1.5 TON WITH
2 FLAT SIDES.
-STRAMS LESS THAN 30' WIDE - MIN STONE SIZE SHALL BE .5
TON WITH 2 FLAT SIDES.
A
FOOTER
20'-30' 20'-3C*
(REFER TO PLAN) VARIES
CHANNEL BANK /
y) A
BANKFULL WIDTH VARIES
I
FLOW
ROCK CROSS VANE PLAN VIEW
TO 7% GRADE
FLOW A
_?-lll-I_ 11 I_a?
L
ROCK CROSS VANE LONGITUDINAL VIEW

CROSS VANE DETAILS FOR:

BUNCOMBE

COUNTY EWP 200 SWANNANOAR(VER RD.
ASHEVILLE. NO 28805 Environmental
,. PHONE[phone]
C di FAX[phone] Services, Inc.
CIVIL DESIGN CONCEPTS, PA
PROJECT www.eNildeslgnconcepts.com M
2
SCALE: NOT TO SCALE C

ROOT WADS SHALL BE INSTALLED ACCORDING TO SPECIAL PROVISION 214. STONE
USED IN ROOT WAD CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIAL
PROVISIONS 603 AND 805.
THE PREFERRED METHOD OF INSTALLATION OF A ROOT WAD IS TO DRIVE THE
POINT-CUT BUTT END OF THE TRUNK OF THE ROOT WAD TREE MATERIAL INTO THE
STREAM BANK USING AN EXCAVATOR EQUIPPED WITH A HYDRAULIC THUMB.
IF THE ROOT WAD STRUCTURE CANNOT BE DRIVEN INTO THE STREAM BANK, THE
TRENCH ALTERNATIVE METHOD MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
A TRENCH SHALL BE DUG ALONG THE TOE OF THE STREAM BANK TO A DEPTH EQUAL
TO THE DIAMETER OF THE FOOTER LOG. THE FOOTER LOG SHALL BE PLACED IN THE
TRENCH. THE ROOT WAD SHALL BE PLACED IN A PREVIOUSLY DUG TRENCH SUCH THAT
THE ENTIRE LENGTH OF THE TRUNK IS EMBEDDED INTO THE STREAM BANK.
THERE SHALL BE NO VOIDS BETWEEN THE ROOT MASS AND THE STREAM BANK ON THE
UPSTREAM SIDE OF THE ROOT WAD STRUCTURE. THE ROOT MASS SHALL BE ORIENTED
TOWARD THE UPSTREAM DIRECTION IN SUCH A MANNER THAT THE VELOCITY
SEE SHEET C4 FOR CONTINUED INFORMATION
STONE PLAIN RIP RAP FOR
STREAM DETAILS, TYPE D
BANKFULL
ORIENT TRUNK DOWN
INTO STREAM BANK
ROOT WAD
(MIN. BASAL DIA. 12"
LENGTH 10 TO 15')
BASE OF TRUNK POSITIONED
AT THE STREAM BED ELEVATION
FOOTER LOG (TRENCH ALTERNATIVE ONLY)
CROSS-SECTION VIEW
INSTALLATION OF ROOT WAD STRUCTURE DETAIL
NOT TO SCALE
ROOT WAD STRUCTURE DETAIL FOR:
00
BUNCOMBE _ 2008WANNANO RIVER RD.
asHEVIUE. NO 28805 Environmental
PHONE [phone]
Cac
'?/ E WP
COUN1 I FAX [phone] .S@NIC@S, Inc.
CIVIL DESIGN CONCEPTS, PA
PROJECT -. 1vlldeslpnconceptaxom
C3
SCALE: NOT TO SCALE

VECTORS OF THE FLOWING WATER ARE ALIGNED WITH THE TRUNK'S LONGITUDINAL AXIS.
THE TRUNK SHALL BE INSTALLED SUCH THAT THE TRUNK IS INSTALLED AT APPROXIMATELY
A 1-2% DOWNWARD ANGLE INTO THE STREAM BANK AS SHOWN ON THE DETAIL.
A BOULDER, STONE PLAIN RIP RAP FOR STREAM DETAILS, TYPE D, SHALL BE PLACED ON
THE DOWNSTREAM AND UPSTREAM SIDE OF THE ROOT WAD BETWEEN THE ROOT FAN
AND THE STREAM BANK TO PROVIDE EROSION CONTROL.
ALL DISTURBED OR FILL MATERIAL SHALL BE COMPACTED TO A DENSITY COMPARABLE TO
THE ADJACENT UNDISTURBED MATERIAL UNLESS OTHERWISE APPROVED BY THE ENGINEER.
ALL MATERIALS FOR THIS STRUCTURE SHALL BE APPROVED BY THE ENGINEER PRIOR TO
INSTALLATION. THESE STRUCTURES IN THE LOCATIONS SHOWN IN THE PLANS AND IN
ADDITIONAL LOCATIONS AS DIRECTED BY THE ENGINEER.
CONTINUED FROM SHEET C3
s•?
F
9
9

?9 FLOw
TRUNK OF
_
r ROOT WAD
10'-15

1TON BOULDER
J
\
PLAN VIEW
INSTALLATION OF ROOT WAD STRUCTURE DETAIL
NOT TO SCALE
ROOT WAD STRUCTURE DETAIL FOR:
BUNCOMBE 200 S ILLS. NORIVER RD.
ASHEwLLENC288o5 Ef1VIfOf)f)1@f)t8I
Cac

COUNTY EWP _ PHONE[phone]
FAX[phone] Services, Inc.
CIVIL DESIGN CONCEPTS, PA
PROJECT WWW.clvlldeslgnconcepte.com
IC4
SCALE NOT TO SCALE

ESTABLISH ADEQUATE GROUND ESTABLISH TOE OF PROPOSED STREAM
COVER DAILY. FOLLOW RIPARIAN BANK WITH 24 INCH DIAMETER (MINIMUM
AREA SEEDING SPECIFICATION DIMENSION) ANGULAR STONE, UNDERLAIN
WITH GEOTEXTILE FABRIC.
LAYBACK TOP OF SLOPE AS NEEDED TO
ACHIEVE A MAXIMUM SLOPE OF 2
HORIZONTAL : 1 VERTICAL.
COMPACT FILL IN SIX INCH LIFTS IN
ERODED AREA.
DIVERT SURFACE
RUNOFF WITH SWELL PROVIDE SOIL AMENDMENTS SEED AND
COVER WITH CHOIR MATTING (PERMISSIBLE
PERMANENT
SHEAR STORES Z 4.5 16./SQ.FT.) STAKE
SEEDING
MATTING ON 3 FOOT CENTERS WITH
12-INCH MINIMUM WOODEN STAKES (ECU
CUT SLOPE
STAKES OR EQUAL).
PROPOSED GRADE
AX 2:1 FOR FILL SLOPES
/ AX 1.5:1 FOR CUT SLOPES
PROPOSED 70OG KOIRMAT
EROSION CONTROL BLANKET
OR APPROVED EQUIVALENT
(REFER TO PLANS)

PROPOSED FILL SLOPE
COMPACTED FILL
BASE FLOW
Z 0
SELECT BACKFIELD TO
BE SANDY CLAY LOA 24-INCH ANGULAR
AND SURGE STONE DEFLECTOR STONES
EXISTING BANK
AMOCO 2006 GEOTEX11LE
FABRIC OR APPROVED
EQUIVALENT.
EXISTING STREAM BED
CUT/BACKFILL STABILIZATION DETAIL
NOT TO SCALE
CUT BANK STABILIZATION DETAIL FOR:
BUNCOMBE A

S S ILLE,N 8 ORIVER RD.
200
(
8805 Environmental
Cat

COUNTY EWP 28) 252
PHONE
PHONE [phone]
FAX [phone] Services, Inc.
DESIGN CONCEPTS, PA
CIVIL
PROJECT www.civlldeslpnconcepU.com
C5
SCALE: NOT TO SCALE

LARGE DEFLECTOR STONE
(MIN. 1 TON
W/ONE FLAT SIDE)
LAYER OF RELOCATED
STONE FROM EXISTING NEW STREAM
STREAM

HARD PACKED BENTONITE
LINED CLAY PLUG
36"
EXCAVATED DITCH ON DOWNSTREAM
SIDE OF NEW STREAM
12"
ROCK PACKED RETAINING STRUCTURE

STREAM DAMAGE REPAIR FOR:

BUNCOMBE
200 SWANNANOA RIVER RD.

/??
f? ASHEVILLE, NO 28805 Environmental
U

COUNTY EWP {1\/.' PHONE [phone]
FAx[phone]
Se ices, Inc.
CIVIL DESIGN CONCEPTS, PA
PROJECT w .c1v1Ideeipnwmepta.mm
r/1_
G
[

SCALE: NOT TO SCALE l
_r
?
C6

EROSION CONTROL AND
RE-VEGETATION NOTES
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE
WITH REQUIREMENTS OF THE NCDENR. THE FOLLOWING CONSTRUCTION SEQUENCE
SHALL BE COMPLIED WITH FOR ALL WORK.
1. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY NCDENR.
2. - OBTAIN APPROVAL THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF
CIVIL DESIGN CONCEPTS.
3. - PROCEED WITH REMOVAL OF DEBRIS AND GRADING.
4. - SEED DENUDED AREA IMMEDIATELY AFTER FINISHED GRADES ARE ESTABLISHED. SEED AND
SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES
PER ACRE:
PERMANENT AND TEMPORARY SEEDING OF SLOPES AND PERMANENT STABILIZED AREAS.
STANDARD RIPARIAN MIX 15 BULK LB.
GERMAN MILLET 10 LB.
NAG S150 EROSION MAT OR APPROVED EQUIVALENT
FOR ALL SLOPES STEEPER THAN 2:1 ADD TO THE ABOVE:
SERICEA LESPEDEZA 40 LB.
IF HYDROSEEDING IS USED, WOOD CELLULOSE MAY BE SUBSTITUTED FOR STRAW MULCH AT
THE RATE OF 1,000 LB. PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED, ETC., UNTIL A PERMANENT VEGETATIVE GROUND
COVER IS ESTABLISHED OVER ALL DISTURBED AREAS.
5. - INSTALL STREAM WILLOWS WHERE REQUIRED PER PLANS.
6. - STREAM WILLOWS ARE TO BE MINIMUM 1 GALLON IN SIZE. THEY ARE TO INCLUDE A
GUARANTEE OF A 100% MORTALITY RATE FOR FIRST 6 WEEKS AFTER PLANTING AND THEN
80% MORTALITY RATE FOR ADDITIONAL 6 WEEKS THERE AFTER.
7. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS
ESTABLISHED.
8. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS WITHIN 14 DAYS
OF COMPLETION.
9. - REQUEST FINAL APPROVAL BY CIVIL DESIGN CONCEPTS.
RE-VEGETATION SEQUENCE
- PREPARE SURFACE FOR SEEDING.
- SPREAD TEMPORARY MILLET AND PERMANENT STANDARD RIPARIAN MIX.
- INSTALL EROSION CONTROL MAT OR GEOTECH MAT.
- INSTALL STREAM WILLOWS WHERE REQUIRED.
EROSION CONTROL AND RE-VEGETATION NOTES FOR:

BUNCOMBE /?. 200 SWANNANOA RIVER RD.
lr PHONE 28) NO 262 288880588 Environmental
-' - PHONE
{1
.
COUNTY EWP v
'
'- FAX[phone] Se ices, Inc.
CIVIL DESIGN CONCEPTS, PA
PROJECT www.clvlldoslgmmncepts.com

SCALE: NOT TO SCALE ?/

tB31-JNCOMBE COUNTY
EWP PROJEC7C„
NED GARRISON PROPERTY
1719 NC HIGHWAY 9., BLACK MOUNTAIN, NC 28711
PIN: 0627.00-56-1557
BROAD RIVER
BUNCOMBE COUNTY SITE NUMBER:149
CLIENT-
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED BY
200 SWANNANOA RIVER RD.
ASHEVILLE, N 28805
coc PHONE [phone]
FAX [phone]
CIVIL DESIGN CONCEPTS, PA
htip://www.clvlldoslgnconcepts.com/
SCOPE OF PROJECT
- REMOVE BLOCKAGE FROM BANK
- INSTALL DEFLECTOR STONES
Environmental
Services, Inc.
CDC JOB NO. 10512
DA FE. JUNE 21, 2005
SITE #149
Lf)
U,?" WWI
?' ra Glad
_• _ _ ter' ? ``•- 1 c ? '?.. - _ ? •?-
t'r, " LOS i t __ -i C.??}? --- --_ -- --- - - - - _ ?`'
1,J I ?? _ 152
81
c_HF y ?.• , 02
itL-
?, _-:__.- .. - ._- - -- •--- --- X21-_.?.? ` Via.`:°? ....+* - - -.. .C>''• •?' ?._ • . _`?? .'-`,^ ?
'-
i f ,-$
o-.- - _ .. -' - - - - - - M1 a. _.._. - - -• - - ':i' X35 - i _ ...... - AR
-t9
Qc 7'T1 Knob :r: •s i -o
.fuulll.VUis u %,.VU116J'
I
DIRECTIONS:
- FROM 1-240 E , MERGE ONTO 1-40 E VIA THE EXIT ON THE LEFT TOWARD STATESVILLE.
- TAKE THE NC-9 EXIT 64- TOWARD BLACK MOUNTAIN/ MONTREAT.
- TURN RIGHT ONTO NC-9.
- END AT 1719 NC HIGHWAY 9.
AERIAL PHOTO FOR:
ILLS
G G 200 B . SWANNANOA RIVER RD.
NED GARRISON PHONE [phone] Environm
PHONE [phone]
FAX [phone] S@n/IC@S,
PROPERTY CIVIL DESIGN CONCEPTS, PA
www.clvlldesipnconcep4.com ITS #,fit ,?A r
SCALE NOT TO SCALE S1 7E 1w I

UPSTREAM
PROPOSED CUT AND
REMOVE APPROXIMATELY
6' OFF POINT BAR

r F.

r.F G 1, ti
Y

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ALONG BANKS (TYP)
STREAM DAMAGE REPAIR FOR:

200 S MLLE
NO8RIVER RD.
A
2880b

NED GARRISON ,
PHONE (828 25
Environmental
G G

PROPERTY FAX [phone]M

CIVIL DESIGN CONCEPTS, PA Fax [phone] Services, Inc.
www.civildeslgnconcepte.com
SCALE: NOT TO SCALE S / G #99 C2

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UPSTREAM
f I
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EWP PROJECT.--,,_
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RAY KIRSTEIN PROPERTY
1679 NC HIGHWAY 9., BLACK MOUNTAIN, NC 28711
PIN: 0627.00-36-7511
BROAD RIVER
BUNCOMBE COUNTY SITE NUMBER:193
CUEMT
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED BY,
200 SWANNANOA RIVER RD.
ASHEVILLE, N 28805
PHONE [phone]
CIVIL DESIGN CONCEPTS, PA FAx[phone]
http://www.clvlldeslgneanceptB.com/
r,
SCOPE OF PROJECT.-
- SLOPE BANKS BACK
- INSTALL DEFLECTOR STONES
- STREAM CHANNEL RE-LOCATION
Environmental
Services, Inc.
CDC JOB NO. 10512
OATS JUNE 21, 2005
S1TE #193
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FROM 1-240 E , MERGE ONTO 1-40 E VIA THE EXIT ON THE LEFT TOWARD STATESVILLE.
TAKE THE NC-9 EXIT 64- TOWARD BLACK MOUNTAIN/ MONTREAT.
TURN RIGHT ONTO NC-9.
END AT 1679 NC HIGHWAY 9.
AERIAL PHOTO FOR:
cat P200 HONE (822 8)8) 252262 BWANNANOA RIVER RD.
ASHEVI, NO
( 8806 Environm
PHONE -6988
RAY KIRSTEIN
PROPERTY CIVIL DESIGN CONCEPTS, PA FAX[phone] Services,
www.olWldeelpnconcepte.oom
SCALE: NOT TO SCALE SITE #93

UPSTREAM
PROPOSED CUT POINT
BAR AND MOVE TO
LEFT BANK

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PROPOSED INSTALL BENTONITE
CLAY BERM TO REDIRECT STREAM
TO ORIGINAL LOCATION (SEE DETAIL)
STREAM DAMAGE REPAIR FOR:

AY KIRSTEIN C a c A

S MLLE, NO8RIVERRD.
200
PHONE (828
52-53 6 Environmental
PHONE [phone]
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PROPERTY FAX[phone]
Services, Inc.
CIVIL DESIGN CONCEPTS, PA
www.olvlldaaipnconcepb. com
SITE #93
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SCALE: NOT TO SCALE

UPSTREAM
PROPOSED INSTALL BENTONITE
CLAY BERM TO REDIRECT STREAM
TO ORIGINAL LOCATION (SEE DETAIL)
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TO ORIGINAL STREAM LOCATION
STREAM DAMAGE REPAIR FOR:
200 BWANNAN
RIVER RD.
RAY KIRSTEIN 28
PHASHEVI. NC
ONEL (828)262 28)252-68888S8 Environmental
PHONE
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PROPERTY

Services, Inc.
CIVIL DESIGN CONCEPTS, PA FAX [phone]
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SCALE: NOT TO SCALE SITE # C3

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

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STONE (MIN 1/2 TON STONE)
STREAM DAMAGE REPAIR FOR:

RAY KIRSTEIN G G 200 MLLE, SWANNANOA RIVER RD.
PHONE 252B805 Environmental
PHONE [phone]
PROPERTY
CIVIL DESIGN CONCEPTS, PA FAx[phone] Services, Inc.
www.olvlldsslpnoonospb.oom
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SCALE: NOT TO SCALE

?LJNCOMB]E ?OUNTY
EWP 1
PROJECT'.U
u
6'
CHARLES FORTUNE PROPERTY
34 CHESTNUT HILL RD., BLACK MOUNTAIN, NC 28711
PIN: 0617.00-87-8325
BROAD RIVER
BUNCOMBE COUNTY SITE NUMBER:194
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED BY:
200 SWANNANOA RIVER RD.
ASHEVILLE, 28805
04C PHONE [phone]
FAX [phone]
CIVIL DESIGN CONCEPTS, PA
http:I/..civlld..Ignconcepts.conil
SCOPE OF PROJECT
- SLOPE BANKS BACK
- BACKFILL BANKS
- INSTALL DEFLECTOR STONES
Environmental
Services, Inc.
CDC JOB NO. 10512
DATE. JUNE 21, 2005
SITE #194
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DIRECTIONS:
- FROM 1-240 E , MERGE ONTO 1-40 E VIA THE EXIT ON THE LEFT TOWARD STATESVILLE.
- TAKE THE NC-9 EXIT 64- TOWARD BLACK MOUNTAIN/ MONTREAT.
- TURN RIGHT ONTO NC-9.
- TURN RIGHT ONTO CHESTNUT HILL RD.
- END AT 34 CHESTNUT HILL RD.
AERIAL PHOTO FOR:
CHARLES FORTUNE
PROPERTY
SCALE: NOT TO SCALE
L
200 SWANNANOA RIVER RD.
www.cMideeipnoonoepte.oom
aSIT #94

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

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PROPOSED ANGULAR DEFLECTOR
STONE (MIN 1/2 TON STONE)
STREAM DAMAGE REPAIR FOR:
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 5506 Environmental
PHONE (S28)2S) 252262.6958
FAX[phone] Services, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
www.oM[daUpneoncepts.com
W
94 FC 2
SCALE: NOT TO SCALE *

UPSTREAM
PROPOSED BLOCK
CHANNEL WITH SURGE
STONE OR CLAY BERM
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STREAM DAMAGE REPAIR FOR:
200 SWANNANOA RIVER RD.
ASHEVILLE, NC 8806 Environmental
PHONE [phone]
9
FAX[phone] Services, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
vnvw.olvlldesigneoncepts.com
SUE G #94 C
SCALE: NOT TO SCALE

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

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STONE (MIN 1/2 TON STONE)
STREAM DAMAGE REPAIR FOR:

CHARLES FORTUNE 200 SWANNANOA RIVER RD.

, NC
C P G HONE L (8228
)8) 2522628806 Environmental
NONE -6988
PROPERTY CIVIL DESIGN CONCEPTS, PA FAX [phone] Services, Inc.
W. W.cIWIdesipnconcepte.com
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SCALE: NOT TO SCALE

UPSTREAM
PROPOSED BLOCK SECONDARY
CHANNEL WITH SURGE STONE
OR BENTONITE CLAY BERM
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SPLIT CHANNEL TO BE
BERMED O INFLOW AREA
STREAM DAMAGE REPAIR FOR:

CHARLES FORTUNE 200 SWANNANOA RIVER RD.

PHONE
G G ASHEVILLE, Environmental
PHONE [phone]
FAX [phone] Services, Inc.
CIVIL DESIGN CONCEPTS
PA
PROPERTY ,
www.cMfdoslonconc".com
SCALE NOT TO SCALE 311E #?1?f'f' 5
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PROPOSED SLOPE BANK BACK
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AND INSTALL COIR MATTING
(TYP)(SEE DETAIL)
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DEFLECTOR STONES (MIN
1/2 TON (7) STONES)
STREAM DAMAGE REPAIR FOR:

CHARLES FORTUNE 200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28806 Environmental
PHONE[phone]
PROPERTY CIVIL DESIGN CONCEPTS, PA FAX [phone] Services, Inc.
www.oMldeWgnconcepts.com
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BUNCOMBE COUN
EWP PROJECT
DEAN AND GRACE LEDBETTER
2571 NC HIGHWAY 9, BLACK MOUNTAIN, NC 28711
PIN: 0636.00-00-4881
BROAD RIVER
BUNCOMBE COUNTY SITE NUMBER: 198
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED BY
ca'c 200 WANNAN RIVER RD.
ASHEVILLE, NC 28805
o;"'; PHONE [phone]
FAX [phone]
CIVIL DESIGN CONCEPTS, PA
http://www.olvl Ideelgnoonoepte.ooml
SCOPE OF PROJECT
INSTALL INSTALL DEFLECTOR STONES
BACKFILL BANKS
- REMOVE DEBRIS
1w Environmental
Services, Inc.
CDC JOB NO. 10512
DA rE. JUNE 24, 2005
SITE #198
?c
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Ledbetter, Dean & Grace
Copyright (C)1997, A1?ptech, im.
121 - lAA 1.4,
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A-
DAMAGED AREA
DIRECTIONS:
- FROM GOING NORTHEAST ON NC-81/SWANNAN0A RIVER RD TOWARD BRITT DR.
- TURN LEFT ONTO US-74 ALT.
- MERGE ONTO 1-240 E.
- MERGE ONTO 140 E VIA THE EXIT ON THE LEFT TOWARD STATESVILLE.
- TAKE THE NC-9 EXIT-EXIT 64-TOWARD BLACK MOUNTAIN/MONTREAT.
- TURN RIGHT ONTO NC-9.
- END ON LEFT JUST PASS 2571 NC HIGHWAY 9.
AERIAL PHOTO FOR:
DEAN AND GRACE

ASWAN RIVER RD.
200
NASHVILLE, N 28806 Environmental
f3 ac N
*

BETTER PHONE [phone]
FAX[phone]
Services, Inc.
CIVIL DESIGN CONCEPTS, PA
PROPERTY www.cMIdesigncom".com
SCALE: NOT TO SCALE WE #W [C1

DOWNSTREAM VIEW

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ROPOSED REMOVE DEBRIS
STREAM DAMAGE REPAIR FOR:
DEAN AND GRACE G
RD.
N N 288
0
G 200 SWAN RIVER 805 NAS PHONE (828E (828) 26 52-6358
PHO

nvironmental
LEDBETTER FAX[phone]
CIVIL DESIGN CONCEPTS, PA Services, Inc.
PROPERTY www.dvildsdpnoonospb.oom
S17 #W C
SCALE: NOT TO SCALE

VIEW

F

STREAM DAMAGE REPAIR FOR:
DEAN AND GRACE
LEDBETTER
PROPERTY
SCALE: NOT TO SCALE
200 SWAN RIVER RD.
pmwf NASHVILLE, NO 28806
`? Environments
PHONE [phone]
GN CONCEPTS, PA FAX [phone] Services, Inc.
www.olvlidedgnooncepts.com
ME #98

DOWNSTREAM VIEW

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PROPOSED NEW LOCATION
OF POINT BAR MATERIAL
TO BE PLACED TO STOP
SPLIT CHANNEL FROM
FORMING
STREAM DAMAGE REPAIR FOR:
DEAN AND GRACE c 200 SWAN RIVER 80
NASHVILLE, NO 28806
PHONE E (828 [phone]
Environmental
LEDBETTER FAX[phone]
CIVIL DESIGN CONCEPTS, PA Services, Inc.
PROPERTY www.civildesignooncepts.com
S17E #9 [C4
SCALE: NOT TO SCALE
,

?UNCOMB]E COUNTY
EWP PROJECT
HUGH AND MARY GREENS
PROPERTY
2104 NC HIGHWAY 9, BLACK MOUNTAIN, NC 28711
PIN: 0626.00-98-4386
BROAD RIVER
BUNCOMBE COUNTY SITE NUMBER:206
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED BY-
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28005
PHONE [phone]
FAX [phone]
CIVIL DESIGN CONCEPTS, PA
hitp://www.civildoaignconcepts.comi
SCOPE OF PROJECT
- SLOPE BANKS BACK
INSTALL DEFLECTOR STONES
Environmental
Services, Inc.
CDC JOB NO. 10512
DA 7E. JUNE 21, 2005
SITE #206
-1
DIRECTIONS:
FROM 1-240 E , MERGE ONTO 1-40 E VIA THE EXIT ON THE LEFT TOWARD STATESVILLE.
TAKE THE NC-9 EXIT 64- TOWARD BLACK MOUNTAIN/ MONTREAT.
- TURN RIGHT ONTO NC-9.
- END AT 2104 NC HIGHWAY 9.
AERIAL PHOTO FOR:
HUGH & 200 S NORIVER RD.
ABHEVILLSIILE, NO 288806
MARY G R E EN E PHONE [phone] c cr
c'2? CIVIL DESIGN CONCEPTS, PA FAX [phone]
PROPERTY www. 1vildesignconcepte.com
SCALE NOT TO SCALE SRE #11
Services,
UPSTREAM
STREAM DAMAGE REPAIR FOR:
HUGH & cdco';4'
MARY GREENE CIVIL DESIGN CONCEF
PROPERTY
SCALE: NOT TO SCALE
200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28805
PHONE [phone]
FAX[phone]
www.eivlldesigncomepts.com

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

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STONE (MIN 1 TON STONE)
STREAM DAMAGE REPAIR FOR:
HUGH &

S MLLE
A
200
) 28RIVER805
LLE

MARY GREENS ,
PHONE
52-538 Environmental
FAX ()28) 262-6388
X ()2)) 262-6385 Services, Inc.
CIVIL DESIGN CONCEPTS, PA
PROPERTY www.olvildeeipnoonoepfe.oom
817 #20V [C3
SCALE: NOT TO SCALE
.
UPSTREAM
STREAM DAMAGE REPAIR FOR:
HUGH & G 200 SWANNANOA RIVER RD.
ABHEVILLEILLE, N NC 28 28806
PHONE[phone]
MARY G R E E N E FAX (828),U2 6986
CIVIL DESIGN CONCEPTS, PA
PROPERTY www.oMId"Ignaonoapts.aom
SCALE NOT TO SCALE
Services,
SITE #206
2 0 0 5 1 6 9 4
BUNCOMBE COUNT
EWP PROJECT
LARRY DA V/S PROPERTY
312 FLAT CREEK RD., FA/RWEW, NC 28730
PIN: 0616.01-47-8789
FLAT CREEK
BUNCOMBE COUNTY SITE NUMBER:137
CLIENT
BUNCOMBE COUNTY
44 VALLEY STREET
ASHEVILLE, NC 28801
[phone]
PREPARED 17Y.-
200 SWANNANOA RIVER RD.
ASHEVILLE, 28806
PHONE (82
PHONE [phone]
G ac- "% FAX[phone]
CIVIL DESIGN CONCEPTS, PA
htip:li..,.olvlldesignoonoepU.oom/

SCOPE OF PROJECT.-
- SLOPE BANKS BACK
- BACKFILL BANKS
- INSTALL DEFLECTOR STONES
Environmental
Services, Inc.
CDC ?OB NO. 10512
DATE. JUNE 21, 2005
ME #137
j - : - • •C'O •' wV?w r y
m ` . A Mo?*:ras? 7 iJli4 Knob
• Cene• Creek Gap
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Name: BLACK MT Location: ow 32' o9.T N 082' 1g 31.1° W
Date: 11121 M Captions Lang Davis ENVP Sloe
Scde: 1 inch equals 2000 feet Buncombe County
Tyr
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DIRECTIONS:
- FROM 1-240 E , 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.
- TURN LEFT ONT GARREN CREEK RD.
- TURN LEFT ONTO FLAT CREEK RD.
- END AT 312 FLAT CREEK RD.
AERIAL PHOTO FOR:
G C 200 BWANNAN RIVER RD.
PHONE
ASHEVILLE, 28805 Environmental
PHONE [phone]
LARRY PROPERTY DAVIS CIVIL DESIGN CONCEPTS, PA FAx[phone] Services, Inc.
www.oivifdesIgnconce&.com
SCALE: NOT M SCALE W #137 C1
DOWNSTREAM
REPAIR FOR:
LARRY DAVIS
PROPERTY
SCALE: NOT TO SCALE
IL

200 SWANNANOA RIVER RD.
ASHEVILLE, NO 28805 Environmental
PHONE [phone]
FAX [phone] Services, inc.
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DOWNSTREAM
PROPOSED INSTALL BENTONITE
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TO ORIGINAL LOCA71ON (SEE DETAIL)
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STREAM DAMAGE REPAIR FOR:
G G 200WANNANORIVER RD.
PHONE
ASHEVILLE, 29805
8)252 SB Environmental
PNONE [phone]
FAX [phone] Services, Inc.
PROPERTY CIVIL DESIGN CONCEPTS, PA
www.clWldaalgnoonoepL.oom
SCALE: NOT TO SCALE Mc R97 C3

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PHONE
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PHONE (828) 252
Environmental
28) 262-6988

PROPERTY
CIVIL DESIGN CONCEPTS, PA FAX [phone] Services, inc.
www.olvIW"Ignconcepte.com
SCALE: NOT TO SCALE SITE #137 [C4

EXISTING STREAM FROM ROAD
TO BE DIRECTED BACK TO
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STREAM DAMAGE REPAIR FOR:

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200
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PHONE [phone] Environmental
PHONE [phone]
PROPERTY
CIVIL DESIGN CONCEPTS, PA PAx(e2e?262-ages Ser
vices, Inc.
www.olWldaalgnoonoapb.oom
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SCALE NOT TO SCALE