20060601 Ver 1_COMPLETE FILE_20060410

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 12, 2006
DWQ Project # 06-0601
Transylvania County
Jeff Parker
Transylvania County Soil and Water Conservation District
203 East Morgan Street
Brevard, NC 28712 0 26
IS D
Subject Property: Long Branch Stream Restoration MAY 2 2 2006
AWsr??e
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Parker:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill within or otherwise impact 160 linear feet of streams for the purpose
of stream stabilization at the subject property, as described within your application
received by the N.C. Division of Water Quality (DWQ) on April 10, 2006. After reviewing
your application, we have decided these impacts are covered by General Water Quality
Certification Number(s) 3495 (GC3495). The Certification(s) allows you to use
Nationwide Permit(s) 3 when issued by the US Army Corps of Engineers (USACE). In
addition, you should obtain or otherwise comply with any other required federal, state or
local permits before you go ahead with your project including (but not limited to) Erosion
and Sediment Control, Non-discharge, and stormwater regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters
as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval is for the purpose that you described in your application. If you change
your project beyond this approval, you must notify us and you may be required to send
us a new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all
conditions. If total fills for this project (now or in the future) exceed one acre of wetland
or 150 linear feet of stream, compensatory mitigation may be required as described in
15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in
the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] Internet htto://h2o enr state nc us/ncwetlands
NC.L7?L???C
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Long Branch Stream Stabilization
Page 2 of 6
May 12, 2006
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
A roved Units Plan Location or Reference
Stream 160 feet Lon Branch
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.
f
Long Branch Stream Stabilization
Page 3 of 6
May 12, 2006
4. 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.
5. Construction in this creek and disturbance within a 25-foot trout buffer should be
avoided during the October 15 to April 15 trout spawning period to avoid adverse
effects of sediment on eggs and larvae.
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. 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.
Should large, angular rock, large woody material, or other natural stream design
materials and techniques not be sufficient for long term stability of the stream and
adjacent roadway, and concrete be incorporated into the design, measures which
would prevent surface waters from coming into contact with live concrete.
8. The channel should be restored to a more stable condition. However, under no
circumstances should river rock, sand or other materials be dredged from the
stream channel under authorization of this permit except, if necessary, in the
immediate vicinity of the eroding banks for the explicit purpose of anchoring
stabilizing or flow/grade control structures or for reestablishing the natural and more
stable stream channel dimensions. Stream bed materials are unstable in flowing-
water situations and are unsuitable for bank stabilization. In stream dredging has
catastrophic effects on aquatic life and disturbance of the natural form of the stream
channel can cause downstream erosion problems. The natural dimension, pattern,
and profile of the stream upstream and downstream of the permitted area should not
Long Branch Stream Stabilization
Page 4 of 6 _
May 12, 2006
be modified by widening the stream channel or changing its depth. No backfilling
of stream bed materials is allowed under this authorization.
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 should not be permitted
because they block the floodplain, constrict and accelerate flood flows, and often fail
and sometimes impede drainage during large flood events.
10. Repairs to eroded banks should be conducted in a dry work area. Sandbags or
other clean diversion structures should be used 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. Exposure of equipment to
surface waters must be minimized to the maximum extent possible.
12. Disturbed stream banks and a 25-foot vegetated zone (as required under the Trout
regulations), or the widest width that is practical under the site conditions, must be
restored along the construction sites to natural riparian conditions with native trees
and shrubs (e.g., silky dogwood, rhododendron, dog hobble, red maple, silky willow,
tag alder, black willow, sycamore) to provide long-term bank stability and stream
shading. Note, silky dogwood, silky willow and black willow can be planted as live
stakes collected during the dormant growing season. Cuttings should be randomly
planted on four (4) foot centers from the waters edge to the top of the bank. Trees
should be planted on ten (10) to twelve (12) foot centers. Stream banks in these
areas should also be seeded with a native annual and perennial seed mix with a
temporary nursery crop of wheat, millet or other grain. Replanting of vegetation
within disturbed areas located within 25 feet of the streambank associated with any
land disturbing activity, repair, replacement and/or maintenance must be done in a
manner consistant with the Guidelines for Riparian Buffer Restoration
immediately following construction. (Please see attached.)
13. If pasture along the stream is to be used for grazing, a fence must be constructed
outside of the riparian zone and the stream to prevent livestock from entering these
areas.
14. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained
as diffuse flow at non-erosive velocities through the protected riparian zones
such that it will not re-concentrate before discharging into a stream. If this is not
possible, it may be necessary to provide stormwater facilities that are considered
to remove nitrogen. This may require additional approval from this Office.
Long Branch Stream Stabilization
Page 5 of 6
May 12, 2006
r
15. 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.
16. No Sediment and Erosion Control Measures in Wetlands
Sediment and erosion control measures shall not be placed in wetlands or waters
to the maximum extent practicable. If placement of sediment and erosion control
devices in wetlands and waters is unavoidable, they shall be removed and the
natural grade restored within six months of the date that the Division of Land
Resources or locally delegated program has released the project.
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.
Long Branch Stream Stabilization
Page 6 of 6 t
May 12, 2006
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 Kevin Barnett in the
DWQ Asheville Regional Office at 828-296-4657.
Sincerely,
for Alan W. Klimek, P.E., Director
Division of Water Quality
AWK/khb
Enclosures: GC 3495
Certificate of Completion
Guidelines for Riparian Buffer Restoration
cc: USACE Asheville Regulatory Field Office
DWQ 401 Central Office
DLR Asheville Regional Office
David McHenry, NC Wildlife Resources Commission
File Copy
Central Files
Filename: 06-0601. Long BranchStreamStabilization.Transylvania.Approval
Triage Check List
Date: 4/13/06 Project Name: Transylvania Co. Long Branch Stream
DWQ #:06-0601
County: Transylvania
Kevin Barnett, Asheville Regional Office
To:
60-day Processing Time: 4/10/06 to 6/08/06 -
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 !
ENVIRONMENTAL SERVICES, INC.
1456 Patton Avenue, Suite C
Asheville, North Carolina 28806
828-254-0811 / Facsimile 828-254-0812
www.environmentalservicesinc.com
TO:
FROM:
DATE:
RE:
MEMORANDUM
Cyndi Karoly, DWQ
Jan Gay
4 April 2006
Transylvania County DWR Stream Restoration Permits
ESI Proiect Number EE06-102
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APB ? ? Z©?6
DEN; ?iln`rt Ca dy! IT'
Attached are three copies of the Pre-construction notification requesting Nationwide Permit 27
for restoration activities within various stream channel reaches in Transylvania County, North
Carolina. These activities are being pursued by the Soil and Water Conservation office.
A copy has been submitted to the COE. A copy has been submitted to WRC and the USFWS for
comment. A courtesy copy has been submitted to Kevin Barnett.
If you have any questions or comments, or need any additional information, please let me know.
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 27
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page.
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), ch aeckpherII. Applicant Information
- - qPR ? ? ??Q6
1. Owner/Applicant Information
r TkR QUAUTY
Name: Transylvania County Soil and Water Conse . t ?ICV;WERer ICH
Mailing Address: 203 East Morgan Street ,a
Brevard NC 28712
Telephone Number: 828-884-3230 Fax Number: 828-884-9323
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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
n....,, I _r o
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 I I 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: Transylvania County Stream Project
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 9508-58-9630-000
4. Location
County: Transylvania Nearest Town: Brevard
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Take I-26 south out of
Asheville At exit 9, turn right onto Highway 280 toward Brevard. About 3 miles before the
junction with 276/64 turn right onto Sutton Creek Road. Project is on left.
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): 35.3130°N. 82.6699°W
6. Property size (acres):
7. Name of nearest receiving body of water: Long Branch
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.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The project is located within forested/residential areas. Site
conditions include failing channel banks. Long Branch has a Best Usage Classification of C,
and is not a designated Trout water.
n..,.,. '1 400
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
channel to the stable 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: Two separate reaches of Long Branch
are experiencing bank failure Reach A is approximately 100 feet in length, with proposed
work including bank repair and revegetation and installation of one in-stream structure (J-
hook) Reach B is approximately 60 feet in length, with proposed work including bank
repair and revegetation and installation of one in-stream structure (J-hook).

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 im acts due to both structure and floodin .
Wetland Impact Type of Wetland Located within
100-year Distance to
Nearest Area of
Impact
Site Number Type of Impact (e.g., forested, marsh, Floodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet
Total Wetland Impact (acres) 0
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 he included. To calculate acreage. multiply length X width, then divide by 43,560.

Stream Impact
Stream
Perennial
or
Average
Impact Area
Number
Name Type of Impact
Intermittent? Stream Width Length
Impact
p
(indicate on map) Before Impact linear feet
( ) acres
1 Long Bank stabilization, two in- p 10 160 0.04
Branch stream structures (J-hook)
Total Stream Impact (by length and acreage) 0.04
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill- excavation. dredging. flooding. drainage, bulkheads, etc.
Open Water Impact
Site Number Name of Waterbody
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay, Area of
Impact
indicate on ma (if applicable) ocean, etc. (acres)

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Irrt act (acres): 0.04
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 160
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.
n...... d _C Q
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
restore unstable stream channel areas.
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
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.
n,...., c ..ro
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/strrnizide.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 http://h2o.enr.state.nc.us/M/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes Z No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. .If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
n....., c ..co
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* I Impact ( Multiplier I Required
3 (2 for Catawba)
1.5
Total
* Zone I extends out 30 feet perpendicL
additional 20 feet from the edge of Zone 1.
from the top of the near bank of channel; Zone 2 extends an
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
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.
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.
N/A
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
n...... '7 -00
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
See Attached Narrative.
--2F-96
licant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
TopoZone - The Web's Topographic Map
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Map center is 35.31220N, 82.6685°W (WGS84/NAD83)
Pisgah Forest quadrangle ?? t?lATERQUM=-5.755 -R Projection is UTM Zone 17 NAD83 Datum LyG=.0.965
http://www.topozone.com/print.asp?z=17&n=3908946.00005561 &e=348318.999... 3/20/2006
ama om a \
SITE
LOCATION
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VICINITY MAP (NOT TO SCALE)
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SLOPE GRADE 0 2:1. SEED,
FERTILIZE, AND COVER WITH NORTH
AMERICAN GREEN SC150 OR
APPROVED EQUAL. INSTALL LIVE
STAKES ON A 3'x3' GRID
LEFT EDGE OF
WATER
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CAROLINA
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DESIGN NOTES
APPROXIMATE NORMAL WATER ELEVATION: AREA A 9321 FT.; AREA B 9301 FT.
APPROXIMATE BANKFULL ELEVATION: AREA A 935 FT.; AREA B 934 FT.
/ Des
RIGHT ED E OFJ C
WATER
l
5 x 5 WELL
/ FOOTPRINT OF SHED\\
APR 1 0 2006
DEINIt • "'AT'R OU,",LITY
v??>tf!tDS r.:0 SRC"°,''"???.TER ER?1!?CH
J HOOK VANE. SEE .? LEFT EDGE OF
SHEET C3 DETAIL #2 WATEfZSLOPE GRADE ®2:1. SEED, FERTILIZE,
?NIQCOVER WITH NORTH AMERICAN
?( l GREEN, SC150 OR APPROVED EQUAL.
\ INSTALLL NVE STAKES ON A 3'x3' GRID
FOOTPRINT -
OF SHED \? l J HOOK-VANE.-SEE
\ SHEET C3 DETAIL #2
RIGHT EDGE
_
WATER OF \\1\ \lick
10
J HOOK VANE. SEE ?-
SHEET C3 DETAIL #2
APPROX. LOCATION OF
PROPERTY LINE _-i
AREA A GRAPHIC SCALE AREA B GRAPHIC SCALE
0 10 20 40 0 20 40 BD
l'- -'0' 1.- 'w.
A. ENGINEERING AND TOPOGRAPHIC IN STREAM HYDRAULIC DESIGN
AND BOUNDARY SURVEY DATA PROVIDED BY. PROVIDED BY:
APPROXIMATE AMOUNT OF ROCK: 20 PONS OF } TO 1 TON STONES. BROOKS AND MEDLOCK ENGINEERING ENVIRONMENTAL SERVICES, INC.
AJ?ROxnAAh AMOUNT OF FILL REQUIRED: 0 Fr"a 17 ARLINGTON STREET 1456 PATTON AVENUE, SUITE C
ASHEVIIIE, NC 28801 ASHEVILLE, NC 28806 G.
NOTE ALL QUANTITIES SHOULD BE VERIFIED BY CONTRACTOR [phone] [phone]
CONTACT. SHAWN LYNCH CONTACT. TODD BALL
B. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS BEFORE
SUBMITTING HIS BID.
r k w ?2`:1 F.
5l, i "« I? r t C. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE JOB SITE AND
LOCATION OF ALL EXISTING FACILITIES AND UNDERGROUND UTIUTIES SHOWN OR NOT SHOWN ON THESE
PLANS. THE CONTRACTOR WILL BE UNILATERALLY RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING
FACILITIES AND UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESE PLANS; AND IF G.
} .° DAMAGED, SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO COST TO THE
r C .' ?iTE a OWNER. H.
D. LOCATION OF ALL EXISTING UTILITIES, AS SHOWN HERON, ARE APPROXIMATE ONLY. NO GUARANTEE IS MADE
OR IMPLIED BY THE LOCATION REFLECTED IN THE PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY
f THE TYPE, SIZE AND LOCATIONS OF ALL UTILITIES AND OTHER FEATURES WHICH MAY EFFECT CONSTRUCTION I,
#?'t OR THE INTENDED FUNCTION OF THE DESIGN. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO
CONSTRUCTION IF EXISTING CONDITIONS DIFFER FROM THAT INDICATED IN THE PLANS. J.
E. CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES AND GOVERNMENT AGENCIES PRIOR
TO COMMENCEMENT OF WORK TO LOCATE ALL EXISTING UILIIES. CONTRACTOR IS RESPONSIBLE FOR THE K
PROTECTION OF UNDERGROUND UTILITIES AND THEIR APPURTENANCES TO REMAIN ON SITE FROM DAMAGE
+„? ,iW c DURING CONSTRUCTION OPERATIONS. PROVIDE SHORING AND OTHER METHODS OF PROTECTIONS AS NEEDED
t,q' t ( 1 TO ENSURE THE CONDITION AND OPERATION OF THOSE UTIUTIES TO REMAIN. L
e F. THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD, IT IS SPECIFICALLY UNDERSTOOD THAT M
HE DOES NOT UNDERTAKE NOR ASSUME ANY OBUGAT10N FOR SUPERVISION OF CONSTRUCTION, SAFETY
?S MEASURES TAKEN DURING THE COURSE OF CONSTRUCTION, RESPONSIBILITY FOR SCHEDULING THE WORK FOR
INSURING COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE REQUIREMENTS, RULES N.
AERIAL AND REGULATION OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING JURISDICTION OVER THE WHOLE OR ANY
NOT TO SCALE PART OF THE WORK. IN ADDITION, THE ENGINEER NEITHER UNDERTAKES, ASSUMES NOR GUARANTEES THE
WORK AND/OR PERFORMANCE OF THE CONTRACTOR.
CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE SUPERVISION TO PREVENT DAMAGE AND MOVEMENT
FROM EQUIPMENT WORKING AROUND CONSTRUCTION STAKES. THESE CONSTRUCTION STAKES SHALL REMAIN
IN PUCE AND BE PROTECTED UNTIL OWNER APPROVES OF THEIR REMOVAL ANY STAKES THAT HAVE BEEN
DISPLACED AS A RESULT OF CONSTRUCTION ACTIVITY ARE TO BE REPLACED BY A LICENSED LAND SURVEYOR
ENGAGED BY THE CONTRACTOR AT NO COST TO THE OWNER.
APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF SITE GRADING PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
OWNERS.
BURNING OF DEBRIS ON OR NEAR THE JOB SITE WILL NOT BE PERMITTED, DEBRIS AND MATERIAL THAT IS
REMOVED FROM THE SITE SHALL BE DISPOSED OF AT AN APPROVED PERMITTED DISPOSAL SITE.
FILL MATERIAL (IF REQUIRED) TO REACH PROPOSED GRADES AS SHOWN SHALL BE SECURED AND TRUCKED
FROM AN APPROPRIATELY PERMITTED BORROW SITE.
ALL FILL MATERIAL SHALL BE COMPACTED TO 95% PER ASTM D 698.
UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION
RELATED MATERIAL OR DEBRIS TO THE OWNER'S SATISFACTION.
THE CONTRACTOR SHALL RESET ALL MANHOLE COVERS, CATCH BASIN GRATES AND ANY OTHER UTILITY
ACCESS COVERS TO FINISH PAVEMENT, SIDEWALK OR LANDSCAPE GRADE
ALL EXISTING PAVEMENT AND CONCRETE TO BE JOINED SHALL BE SAWCUT.
ALL ENTRANCES FROM PAVED ROADS SHALL BE PROTECTED BY A CONSTRUCTION ENTRANCE. SEE DETAIL
SHEET FOR DETAJL OF A CONSTRUCTION ENTRANCE
ALL STOCK PIPE OR STAGING AREAS SHALL BE AT A MINIMUM PROTECTED BY A SILT FENCE SURROUNDING
THE AREA WITH THE EXCEPTION OF THE ACCESS TO THE MATERIAL BEING STOCK PILED OR STAGED. SEE
THE SILT FENCE DETAIL ON THE DETAIL SHEET FOR INSTALLATION AND TYPE OF FENCE TO BE USED.
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SERVICES, INC.
1456 PATTON AVENUE
SUITE C
ASHEVILLE, NC 28806
PHONE [phone]
ENVIRONMENTAL
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V3 I 1/3 I 1/3

Stone from edstkv -stream - - Gffset surface baIldc?c 1/3 to t/2
If avabable or surge stone Q!;a boulder width bad, from downstream
o face of footing boulder,
Type I NorrVovm
n ,P GeotexUe Fabric
SILL 1? + l?
SILL VAN NHIE
20' 30' ? ??
1 Scour Pool 27
0 G) - SILL
STONE
Surge Stone Boufder ? Footkv Boulder Of bedrock present
directly below surfact boulder, footbp
Surface Boulders balder wbl not be necessary)
Plant a minimum of 3 live stakes
rType t Non-vovm oothg Baddms per square yard where cross vane
Geotextie Fabric ties Into bnnkfull elevation (both
sides of vane), over an area
defined by approximately 25 feet
upstream and downstream of tie-In
point and the sill length.
CROSS-vain PLAN V1EF/ ENVIRO SHIN AL
1 ROCK CROSS VANE
S" F. MS
Footing
Boulder
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CROSS VANE LONGITUDINAL PROFILE
PROPOSED REPAIR METHODS
MATERIALS REQUIRED FOR THE REPAIRS WILL BE STOCK PILED AT THE SITE
BEFORE WORK IN THE WATER WILL COMMENCE. THIS WILL MINIMIZE THE TIME
THAT THE EQUIPMENT IS IN THE WATER BY NOT HAVING TO WAIT FOR
MATERIALS. THESE STOCK PILE AREAS WILL BE SURROUNDED BY A SILT
FENCE TO MINIMIZE ANY SEDIMENT RUNOFF FROM THE STOCK PILE.
ADDITIONALLY A SMALL TEMPORARY TRENCH WILL BE CUT ALONG THE TOP OF
THE BANK TO CAPTURE ANY RUN OFF FROM THE FIELD UP SLOPE OF THE
REPAIR AREA,
THE ROCK CROSS VAINS WILL BE CONSTRUCTED USING A TRACK HOE FITTED
WITH A BUCKET THAT HAS A GRABBER THUMB. THERE WILL BE ONE ACCESS
POINT FOR EACH ROCK CROSS VAIN, ALONG THE REPAIR BANK, WHERE THE
TRACK HOE WILL ENTER AND EXIT THE WATER. IN DEEPER SECTIONS THE
TRACK HOE WILL BE WORKING OFF THE ROCKS PLACED FOR THE CROSS
VANE. THIS EQUIPMENT WILL ABIDED TO THE REQUIREMENTS OF THE
NATIONWIDE PERMIT THAT HAS BEEN ISSUED FOR THIS SITE. THE ACCESS
POINTS WILL BE HAY MULCHED EACH EVENING DURING THE REPAIR WORK TO
MINIMIZE ANY SEDIMENT RUN OFF FROM A RAIN EVENT THAT MY OCCUR
DURING THE NIGHT.
ALL AREAS THAT ARE DISTURBED BY THE REPAIR WORK WILL BE STABILIZED
BY FERTILIZING, SEEDING AND COVERING WITH JUTE MESH AT THE END OF
THE REPAIR.
Sill
Stone
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Bankfull Depth
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Boulde
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of vane
CROSS VANE TYPICAL CROSS-SECTION

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-Plant a minimum of 3 live
stakes per square yard
where J-hook ties Into
- bankfull elevation. Over a
area defined by approxima elyApproximatE
25 feet upstream and Limits of
downstream of tie-In point Scour Hole
and the sill length.
J-HOOK VANE

Z..IFFooting Boulder (If bedrock i r
resent directly below surface
oulders, footing boulder will
ot be necessary.)
Gravel Bed
Vane Length Hook Inside Sill
Bnnkfull Elevation Out
side 1/3 Width Length Varies
SiLl
Notei
Backfill Around Footing J-Hook Section A-A'
Stones with Approved
Gravel Bed Material, ENVIRONMENTAL
SERVICES, INC.
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PFCA'CE APPROM 4E TRAMMON
BEMEEN SVa= CONSTRUCTION
ENTRANCE AND PLEM RMIT OF WAY
CONSTRUCTION SPECIFICATIONS
10 ,
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$p¢ 4$SS70
03161
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1. Sit7,"E SIZE -USE 2' - 3' FILTER STONE
2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
3. TKOCIESS - NOT LESS THAN 8 INCHES

4.

W7JtH -NOT LESS THAN F1J11 WIDTH OF ALL PO:NiS IN GrtrESS AND EGRESS.
GENERAL NOTES-
i. FENCE FABRIC SHALL BE A MNIMUM OF 32' IN V .01H. 2 G
P
5. WASHING - WHEN NECESSARY, WHEELS SHALL EE CLEANED TO REMOVE SEDIMff PRIOR TO ENiRWCE 2. FILTER FABRIC SHALL BE U`AAF1 100 FARIC OR EQUWAI.ENL OLf rI
°'
ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS READ;RED, R SWL BE DONE ON AN AREA STAZLD'FD . ,
BURLAP CANNOT BE USED WHERE SILT FENCE IS TO REIIA.'N FOR - +r f
,
;
cTU°
'
n
WITH CRUSHED 5TONL WHICH DRAINS INTO AN APPROVED SEDUM-11' TRAP OR E2DGI@fT BARN. ALL, A PERIOD OF MORE THAN 30 DAYS "w,R,O AIL
?
? i ?
1'C!1
SEDU, ENT SHALL BE PREVENTED FROM ENiFFCNG ANY STORM DUN. DITCH OR 1MATERCOURZSE THROUGH 3. STEE. POSTS SAL BE 5'-0' IN HEIGHT AND BE OF THE
USE OF SAND BAGS, GRAVE]. BOARDS. OR OTHER APPROVED METHODS. SELF-FASTENER ANGLE STEEL TYPE.
& MAINTENANCE - THE ENTRANCE SAL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR 4. WOOD POSTS SHALL BE 6'-7' IN HEIGHT AND 3'-4' IN DV M"rr?-
FLAWING OF SDUENT ONTO PUMM RIGHTS OF WAY. THIS MAY REQUITE PERIODIC TOP DRESS= WITH 17ZE FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT
ADDR10NAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO LESS MAN {A W RE STAPLES 1 1/2' LONG.
TRAP SDUENG ALL S DENT SPIRED, DROPPED, W.A4HED, OR TRACKED ONTO PUEAM ROM OF WAY BACKFlLL MIN B'
MUST BE REMOVED iMUEMTELY. TH= LAYER OF GRAVEL
7. FILTER FABRIC SHALL BE ICRAFI 500 OR EQUAL
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SOIL AMMENDMENTS: APPLY LIME AT A RATE OF 2 TON/ACRE
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MINIMUM SEED MIX: TALL FESCUE (KENTUCKY 31) AT A RATE OF 50 LBS/ACRE
WINTER RYE GRAIN AT A RATE OF 80 LBS/ACRE.
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Office Use Only: Forth Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 27
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), c 1
II. Applicant Information APR ? 0 2006
1. Owner/Applicant Information DENR - WATER QUALITY
Name: Transylvania County Soil and Water ConV i ft0ff sTA 6RAMH
Mailing Address: 203 East Morgan Street
Brevard NC 28712
Telephone Number: 828-884-3230 Fax Number: 828-884-9323
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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:

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: Transylvania County Stream Project
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 9508-58-9630-000
4. Location
County: Transylvania Nearest Town: Brevard
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Take I-26 south out of
Asheville. At exit 9, turn right onto Highway 280 toward Brevard. About 3 miles before the
junction with 276/64 turn right onto Sutton Creek Road. Project is on left.
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): 35.3130°N, 82.6699°W
6. Property size (acres):
7. Name of nearest receiving body of water: Long Branch
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.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The project is located within forested/residential areas. Site
conditions include failing channel banks. Long Branch has a Best Usage Classification of C,
and is not a designated Trout water.
n..__ n _r o
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
channel to the stable 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.
Provide a written description of the proposed impacts: Two separate reaches of Long Branch
are experiencing bank failure. Reach A is approximately 100 feet in length, with proposed
work including bank repair and revegetation and installation of one in-stream structure (J-
hook) Reach B is approximately 60 feet in length with proposed work including bank
repair and revegetation and installation of one in-stream structure (J-hook),
n....,. '} ., r O
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,
senarately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(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 b 43,560.

Stream Impact
Stream
Perennial
Average
Impact Area
Number
Name Type of Impact Intermittent. t? Stream Width Length impact
act
(indicate on map) Before Impact (linear feet)
(acres,
I Long Bank stabilization, two in- P 10 160 0.04
Branch stream structures (J-hook)
Total Stream Impact (by length and acreage) 0.04
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill- excavation. dredgina. flooding. drainage. bulkheads, etc.
Open Water Impact
Site Number Name of Waterbody
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay, Area of
Impact
indicate on ma (if applicable) ocean, etc. acres

Total Open Water Impact (acres) 0
6
List the cumulative im act to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.04
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 160
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
restore unstable stream channel areas.
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
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.
n--- c .,ro
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htmi.
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 http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX: Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine. delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
n___ c ..co
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.
3.
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.
* I Impact I I Required
Zone ,_______ r Multiplier
2
Total
• Zone 1 extends out 30 feet perpendic
additional 20 feet from the edge of Zone 1
3 (2 for Catawba)
1.5
from the top of the near bank
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
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.
N/A
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
n--.. 7 -C 0
Zone 2 extends an
type of mitigation is proposed (i.e.,
Enhancement, or Payment into the
appropriate information as identified
MV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. 'Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
See Attached Narrative.
-?2 F-96
J611cant/Agent's Signature Date
signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
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DESIGN NOTES
APPROXIMATE NORMAL WATER ELEVATION: AREA A PR?+ FT.; AREA B 95pt FT.
APPROXIMATE BANKFULL ELEVATION: AREA A 995 FT.; AREA B M FT.
APPROXIMATE AMOUNT OF ROCK: 20 TONS OF I TO 1 TON STONES
APPROXIMATE AMOUNT OF FILL REQUIRED: 0 FT-3
NOTE- ALL QUANTITIES SHOULD BE VE inm BY CONTRACTOR

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LEFT EDGE OF
WATER
1
SLOPE GRADE 0 2:1, SEED,
FERTILIZE, AND COVER WITH NORTH
AMERICAN GREEN SC150 OR
APPROVED EQUAL. INSTALL LIVE
STAKES ON A 3'x3' GRID
SERVICES,
INC.
OF SHED\\
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SHEET C3 DETAIL #2 WATER SLOPE GRADE 0 2:1. SEED, FERTILIZE,
9 )'\ AN COVER WITH NORTH AMERICAN
?ssJe'BS '' GR&R SC150 OR APPROVED EQUAL.
?? \ \ LINSTALLLLIVE STAKES ON A 3'x3' GRID
RIGHT EDGE OF?
WATER 1
1 ?
5 x 5 WELL
FOOTPRINT
OF SHED
RIGHT EDGE
WATER
J HOOK VANE. SEE
SHEET C3 DETAIL #2
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SHEET C3 DETAIL #2

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APPROX. LOCATION OF
PROPERTY LINE ?i
AREA A GRAPHIC SCALE AREA B GRAPHIC SCALE
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0 10 20 40 0 20 40 80
l'- 20' 1.-,Q.
A. ENGINEERING AND TOPOGRAPHIC IN STREAM HYDRAUUC DESIGN
AND BOUNDARY SURVEY DATA PROVIDED BY: PROVIDED BY:
BROOKS AND MEDLOCK ENGINEERING ENVIRONMENTAL SERVICES, INC.
17 ARLINGTON STREEF 1456 PATTON AVENUE, SUITE C
ASHEVILLE, NC 28801 ASHEVILLE. NC 28806 G.
[phone] [phone]
CONTACT: SHAWN LYNCH CONTACT: TODD BALL
B. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS BEFORE
SUBMITTING HIS BID.
F.
C. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMIUARIZE HIMSELF WITH THE JOB SITE AND
LOCATION OF ALL EXISTING FACILITIES AND UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON THESE
PLANS. THE CONTRACTOR WILL BE UNILATERALLY RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING
FACILITIES AND UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESE PLANS; AND IF G.
DAMAGED, SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO COST TO THE
OWNER.
D. LOCATION OF ALL EXISTING UTILITIES, AS SHOWN HERON, ARE APPROXIMATE ONLY. NO GUARANTEE IS MADE H.
OR IMPLIED BY THE LOCATION REFLECTED IN THE PUN. R IS THE CONTRACTORS RESPONSIBILITY TO VERIFY
THE TYPE, SIZE AND LOCATIONS OF ALL UTILITIES AND OTHER FEATURES WHICH MAY EFFECT CONSTRUCTION I

OR THE INTENDED FUNCTION OF THE DESIGN. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO ,
CONSTRUCTION IF EXISTING CONDITIONS DIFFER FROM THAT INDICATED IN THE PLANS. J.
E. CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES AND GOVERNMENT AGENCIES PRIOR
TO COMMENCEMENT OF WORK TO LOCATE ALL EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR THE K
PROTECTION OF UNDERGROUND UTILITIES AND THEIR APPURTENANCES TO REMAIN ON SITE FROM DAMAGE
DURING CONSTRUCTION OPERATIONS. PROVIDE SHORING AND OTHER METHODS OF PROTECTIONS AS NEEDED
TO ENSURE THE CONDITION AND OPERATION OF THOSE UTILITIES TO REMAIN. L
F. THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD. R IS SPECIFICALLY UNDERSTOOD THAT M
HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR SUPERVISION OF CONSTRUCTION, SAFETY
MEASURES TAKEN DURING THE COURSE OF CONSTRUCTION, RESPONSIBILITY FOR SCHEDULING THE WORK FOR
INSURING COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE REQUIREMENTS, RULES N.
AND REGULATION OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING JURISDICTION OVER THE WHOLE OR ANY
PART OF THE WORK. IN ADDITION, THE ENGINEER NEITHER UNDERTAKES, ASSUMES NOR GUARANTEES THE
WORK AND/OR PERFORMANCE OF THE CONTRACTOR.
CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE SUPERVISION TO PREVENT DAMAGE AND MOVEMENT
FROM EQUIPMENT WORKING AROUND CONSTRUCTION STAKES. THESE CONSTRUCTION STAKES SHALL REMAIN
IN PLACE AND BE PROTECTED UNTIL OWNER APPROVES OF THEIR REMOVAL ANY STAKES THAT HAVE BEEN
DISPLACED AS A RESULT OF CONSTRUCTION ACTIVITY ARE TO BE REPLACED BY A LICENSED LAND SURVEYOR
ENGAGED BY THE CONTRACTOR AT NO COST TO THE OWNER.
APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF SITE GRADING PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
OWNERS.
BURNING OF DEBRIS ON OR NEAR THE JOB SITE WILL NOT BE PERMITTED. DEBRIS AND MATERIAL THAT IS
REMOVED FROM THE SITE SHALL BE DISPOSED OF AT AN APPROVED PERMITTED DISPOSAL SITE,
FILL MATERIAL (IF REQUIRED) TO REACH PROPOSED GRADES AS SHOWN SHALL BE SECURED AND TRUCKED
FROM AN APPROPRIATELY PERMITTED BORROW SITE
ALL FILL MATERx SHALL BE COMPACTED TO 95% PER ASTM D 698.
UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION
RELATED MATERIAL OR DEBRIS TO THE OWNER'S SATISFACTION.
THE CONTRACTOR SHALL RESET ALL MANHOLE COVERS, CATCH BASIN GRATES AND ANY OTHER UTILITY
ACCESS COVERS TO FINISH PAVEMENT, SIDEWALK OR LANDSCAPE GRADE
ALL EXISTING PAVEMENT AND CONCRETE TO BE JOINED SHALL BE SAWCUT.
ALL ENTRANCES FROM PAVED ROADS SHALL BE PROTECTED BY A CONSTRUCTION ENTRANCE SEE DETAIL
SHEET FOR DETAIL OF A CONSTRUCTION ENTRANCE
ALL STOCK PIPE OR STAGING AREAS SHALL BE AT A MINIMUM PROTECTED BY A SILT FENCE SURROUNDING
THE AREA WITH THE EXCEPTION OF THE ACCESS TO THE MATERIAL BEING STOCK PILED OR STAGED. SEE
THE SILT FENCE DETAIL ON THE DETAIL SHEET FOR INSTALLATION AND TYPE OF FENCE TO BE USED.

ENVIRONMENTAL
156 PAITON AVENUE
SUITE C
ASHEVILLE, NC 28806
PHrnaE cezel 254-0811
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APR l Q 2006

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ge Stone Balderl Footing Balder OF bedrock prcsmt
directly Wow surface boulder, faotbq
Surface Boulders balder will not be necessary.)
Plant a minimum of 3 live stakes
rype Narrvoven oothg Boa dews per square yard where cross vane
Oeotextlr Fabric ties Into bankfull elevation (both
sides of vane), over an area
defined by approximately 25 feet
upstream and downstream of tie-in
point and the sill length.
CROSS-vAWE PLAN VIEW ENVIRONMENTAL ?Mf SERVICES, INC.
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Boulder CROSS VANE LONGITUDINAL PROFILE

PROPOSED REPAIR METHODS
MATERIALS REQUIRED FOR THE REPAIRS WILL BE STOCK PILED AT THE SITE
BEFORE WORK IN THE WATER WILL COMMENCE. THIS WILL MINIMIZE THE TIME
THAT THE EQUIPMENT IS IN THE WATER BY NOT HAVING TO WAIT FOR
MATERIALS. THESE STOCK PILE AREAS WILL BE SURROUNDED BY A SILT
FENCE TO MINIMIZE ANY SEDIMENT RUNOFF FROM THE STOCK PILE.
ADDITIONALLY A SMALL TEMPORARY TRENCH WILL BE CUT ALONG THE TOP OF
THE BANK TO CAPTURE ANY RUN OFF FROM THE FIELD UP SLOPE OF THE
REPAIR AREA.
THE ROCK CROSS VAINS WILL BE CONSTRUCTED USING A TRACK HOE FITTED
WITH A BUCKET THAT HAS A GRABBER THUMB. THERE WILL BE ONE ACCESS
POINT FOR EACH ROCK CROSS VAIN, ALONG THE REPAIR BANK, WHERE THE
TRACK HOE WILL ENTER AND EXIT THE WATER. IN DEEPER SECTIONS THE
TRACK HOE WILL BE WORKING OFF THE ROCKS PLACED FOR THE CROSS
VANE. THIS EQUIPMENT WILL ABIDED TO THE REQUIREMENTS OF THE
NATIONWIDE PERMIT THAT HAS BEEN ISSUED FOR THIS SITE. THE ACCESS
POINTS WILL BE HAY MULCHED EACH EVENING DURING THE REPAIR WORK TO
MINIMIZE ANY SEDIMENT RUN OFF FROM A RAIN EVENT THAT MY OCCUR
DURING THE NIGHT.
ALL AREAS THAT ARE DISTURBED BY THE REPAIR WORK WILL BE STABILIZED
BY FERTILIZING, SEEDING AND COVERING WITH JUTE MESH AT THE END OF
THE REPAIR.
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Sill
Stone
NOTE:
and @ denote bankfuR
Surface Footing elevatlonl© and© mark
Boulder Bouldevane elevation at head
of vane
CROSS VANE TYPICAL CROSS-SECTION
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Gravel from existing stream If
available or crushed stogy
Woody Riparian
Vegetation--<
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Bankfull /
Elevation
0,8 x WBKF (Max,)
Gaps between boulders
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Surface Boulder
Footing Boulder (If bedrock
present directly below surface
boulders, footing boulder will
not be necessary.)
--Gravel Bed -
-' Bankfull Elevation
Note,
Backflll Around Footing
Stones with Approved
Gravel Bed Material.
ooting Boulder N?h??Mlt;,;°;;raloc,lttilrll M
9001 0 G ?IdV
Bankfull Width (1%?KF )
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Approx, 1/2 Boulder Wldt Point Bar.
7% Max. Bankfull
Depth

'-Plant a mum of 3 live
stakes per square yard
where J-hook ties Into
.• bankfull elevation. Over a
area defined by approxima elyApproxlmate
25 feet upstream and Limits of
downstream of tie-In point Scour Hole
and the sill length.
E
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Outside
Sill
Vane Length i Hook Inside Sill
1/3 Width Length Varies
J-Hook Section A-A'
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SERVICES, INC.
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CONSTRUCTION SPECIFICATIONS
1. STOA_ SaE - USE 2' - 3' FILTER STONE
2- LENGTH - AS EFTECiIM BUT NOT LESS THAN 50 FEET.
3. THICKNESS - NOT LESS THAN 8 INCHES.
4. WIDTH - NOT LESS THAN FULL e.TDTH OF ALL PONTS INGRESS AND EGRESS
5. WASfCNG - WHEN NECESSARY. WHETS SHALL Ew CLEANED TO REMOVE SEDIMU PRIOR TO ENTRANCE
ONTO PU31J0 RIGHT OF WAY. WHEN W,ASN;NO IS REOUI R SHALL BE DONE ON AN AREA STAIIZED
WITH CRUSHED STONE WHICH DRAM INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASH. ALL
SED3fENT SHALL DE PREVENTED FROM EHTERNG ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH
USEE OF SAND BAITS, GRAVEL. BOARDS, OR OTHER APPROVED METHODS.
8. MAINTENANCE - THE ENTRANCE SHALL 13E MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACIONO OR
FLOWING OF SEDUENT ONTO PUBLIC RIGHTS OF WAY. ACS MAY REAURE PERIODIC TOP DRESSNG WITH
ADDITIONAL STDNE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMU SPILIFD, DROPPED, WASHED, OR TRACKED ONTO PUBLIC MGM OF WAY
MUST BE REMOVED ILP»"-.D'ATELY.
7. F71-TER FABRIC SHALL BE LCRAFi 500 OR EQUAL.
CONSTRU
SCALED NTS
SOIL AMMENDMENTS: APPLY LIME AT A RATE OF 2 TON/ACRE
FERTTUZER: APPLY AREA WITH A 17-17-17 (TRIPLE 17) OR APPROVED EQUAL
MIX AT A RATE OF 400 LBS/ACRE.
MINIMUM SEED MIX: TALL FESCUE (KENTUCKY 31) AT A RATE OF 50 LBS/ACRE
WINTER RYE GRAIN AT A RATE OF 80 LBS/ACRE.
SEED MIX MAY BE ALTERED WITH ADDMONAL GRASS TYPES IF DIFFERENT GRASS
TYPES ARE NECESSARY FOR THE CONDMONS OF THE SITE PER APPROVAL BY
ENGINEER.
S
GENERAL NOTES
1. FENCE FABRIC SHALL BE A LGNIMUM OF 32' N W.D1H.
2. FILTER FABRIC SHALL B: MRAF1 100 FABRIC OR EQUWALENT.
BURLAP CANNOT BE USED WHERE SAT FENCE IS TO REMAIN FOR
A PERIOD OF MORE THAN 30 DAYS.
3. SLED. POSTS SHALL BE WI N HEIGHT AND ? OF THE
SELF-FASiE}IE ANGLE STEEL TYPE
4. WOOD POSTS SHALL BE W-Y N HEGfiT AND 3'-4' N DIAMETER.
W`JtE FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT
LESS THAN 19 "1 STAPLES 1 1/2- LONG.
BACRFiLL MIN B-
RICK LAYER OF GRAVEL
FILTER FAMC

V-TRENCH
FILTER FABRIC
EXTENSION OF
FABRIC AND WIRE
INTO THE TRENCH
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POST
POST
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MAINTENANCE NOTES: T.-1
1. FILTER BARRIERS SHALL BE INSPECTED 91LOMTELY AFTER EACH RAINFALL AND AT LEAST DALY DURING
PROLONGED RAINFALL ANY REQUIRED REPA.RS SHALL ? MADE 9AMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE
LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPLTY.
3. SEDMENT DEPOSITS SHOULD BE REMOVED AFTER EACH SLDRM EVENT. THEY MUST BE REMOVED WHEN
DEPOSLiS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARR.?.
4. ANY SEDOAENT DEPOSITS RFMAIWING IN PUCE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER
REQURED SHALL BE DRESSED TTD CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED.
SILT F
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VARIABLE AS DRSCTED
BY THE ENCNEEt
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TYPICAL SLOPE BANK REPAIR
CUT TOP OF SLOPE TO FILL IN
LOWER AREA
SEED AND FERTILIZE
ALL AREAS W/ APPROVED SEED
MIX. COVER ALL SLOPED AREA A
MIN. OF 5' ABOVE SLOPE W/
APPROVED EROSION BLANKET
NORMAL WATER ELEVATION
2 TON DEFLECTOR STONE
BEDDED INTO BANK
SCALES NTS
TYPICAL BIO LOG INSTALLATION
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12" SEEDED COMPOST
FILTER SOCK
4' x 2" x 2" WOOD STAKE
THROUGH FILTER SOCK EVERY 4'
TYP.
SPACING BETWEEN BIO LOGS
TO BE 3' TO 4'. REPEAT TO
BANKFULL ELEVATION
NORMAL WATER ELEVATION
TON DEFLECTOR STONE
SET INTO BANK
HYDRO SEED W/ APPROVED
SEED MIX AND COVER
W/ APPROVED EROSION
BLANKET ALL DENUDED AREAS.
SCALE] NTS

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