20060604 Ver 1_COMPLETE FILE_20060410

TF9
of N NA
4r O? bwaG 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 # 06-0604
Transylvania County
Jeff Parker
Transylvania County Soil and Water Conservation District
203 East Morgan Street
Brevard, NC 28712 MAY 2 2 2006
Subject Property: French Broad Stream Restoration cE w QuAlmr
P
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 2,400 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: http://h2o.enr.state.nc.us/ncvaetlands
NCDENR
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
F
French Broad 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
Approved Units Plan Location or Reference
Stream 300 feet French Broad
Stream 1,000 French Broad & UT
Stream 500 Kin Creek
Stream 300 Carson Creek
Stream 300 UT to French Broad
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.
French Broad 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
be modified by widening the stream channel or changing its depth. No backfilling
of stream bed materials is allowed under this authorization.
French Broad Stream Stabilization
Page 4 of 6
May 12, 2006
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.

French Broad Stream Stabilization
Page 5 of 6
May 12, 2006
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 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.
French Broad Stream Stabilization
Page 6 of 6
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
AW K/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: 06-0604.FrenchBroad Stream Stab iIization.Transylvania.ApprovaI
Triage Check List
Date: 4/13/06 Project Name: Transylvania Co. Stream Channel Rest
DWQ #:06-0604
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
1-1
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 !
Office Use Only: Form Version March 05
?0 0 ? 4
0 0
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,ul
Environmental Concern (see the top of page 2 for further details), check `he e, ?? j?/ `
II. Applicant Information EF APR 1 0 2006
t^c t,R ua'r TE R QU,'=.Li T Y
1. Owner/Applicant Information ??? ,,, C ERe<???cH
Name: Transylvania County Soil and Water Conservation Dlstnct
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: Fax Number:
E-mail Address:

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 I1 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): See Attachment A
4. Location
County: Transylvania Nearest Town: Brevard
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: West Fork French Broad River, Browns Mill
Creek
8. River Basin: French Broad River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.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: See Attachment B
n--- 1 -CO
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 heM 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 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.

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,
separately 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 Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
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, multiply length X width, then divide by 43,560.
Stream Impact
b Perennial Average Impact Area
01
(ind m
e on Stream Name Type of Impact or Stream Width Length Imp
act
ma) Intermittent Before Impact (linear feet) (acres)

West Fork French Debris Removal,
I Broad River Deflector stones, repair P 50 180 0.21
banks
Repair and revegetate
2 Browns Mill bank, two in-stream p 40 150 0
14
Creek structures (1 J-hook, 1 .
Cross vane)
Repair and revegetate
3 Browns Mill bank, install deflector
P
40
180
0
17
Creek stones, one in-stream .
structure (J-hook)
Repair and revegetation.
Browns Mill banks, install deflector
4 Creek stones, install one in- P 40 180 0.17
stream structure (Cross
vane)
Debris removal, repair
Browns Mill and revegetate banks,
5 Creek install four in-stream P 40 600 0.55
structures (deflector
arms)
Total Stream Impact (by length and acreage) 1,290 1.24
n..,... A ..CO
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 Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma) ocean, etc.) (acres)

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resultinp- from the proiect:
Stream Impact (acres): 1.24
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 1,290
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.
n...... c . r o
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.
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.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/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):
n.._., c ..ro
IX.
X.
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 ?
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.
identify )? Yes ? No
Will the project impact protected riparian buffers identified within 15A NCAC 213 .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
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.
Impact Required
Zone Multiplier
3 (2 for Catawba)
1.5
Total
• Zone I extends out 30 feet perpendict
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 213 .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 205/6, please provide calculations
demonstrating total proposed impervious level. No impervious surfaces will be constructed for
this project.
XIL 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 211 .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV- Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
httv://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).
a ?(-D b
L Mplicant/Agent's Signature Date
signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
Attachment B
Transylvania County, North Carolina
Permit Narrative
Browns Mill Creek, West Fork French Broad
Four stream reaches on Browns Mill Creek and one on the West Fork French Broad in
Transylvania County, North Carolina, are proposed for restoration. All sites on Browns Mill
Creek are located in the lower mile reach before entering the French Broad River. Browns Mill
Creek has a Best Usage Classification of C;Tr, indicating fresh waters with allowable uses
including secondary recreation. The West Fork French Broad site is located off Silverstein Road
(SR 1309) just downstream of SR1312. The West Fork French Broad, from SR 1312 to the
French Broad, has a Best Usage Classification of B;Tr;HWQ, indicating high quality waters.
Browns Mill Creek and the West Fork French Broad are designated Trout waters.
West Fork French Broad
DWR 2005-09 (Winston Property, Site 1 on location map) is approximately 180 linear feet in
length. Proposed work for this project includes placement of deflector stones, bank restoration
and revegetation, and debris removal. Adjacent land use for this stream reach includes
agricultural and residential areas.
Browns Mill Creek
DWR 2005-06 (Crowe Property, Site 2 on location map) is approximately 150 linear feet in
length. Proposed work for this project includes bank stabilization and revegetation, and the
construction of two in-stream structures (J-hook and cross vane). Adjacent land use for this
stream reach includes agricultural and residential areas.
DWR 2005-05 (Powell Property, Site 3 on location map) is approximately 180 linear feet in
length. Proposed work for this project includes placement of deflector stones, bank stabilization
and revegetation, and the construction of one in-stream structure (J-hook). Adjacent land use for
this stream reach includes residential and agricultural areas.
DWR 2005-07 (McDaniels Property, Site 4 on location map) is approximately 180 linear feet in
length. Proposed work for this project includes placement of deflector stones, bank stabilization
and revegetation, and the construction of two in-stream structures (J-hook). Adjacent land use
for this stream reach includes residential and agricultural areas.
DWR 2005-04 (Stansel Property, Site 5 on location map) includes work on two reaches totaling
approximately 600 linear feet in length. Proposed work on tis this area includes debris removal,
bank restoration and revegetation, and installation of four in-stream structures (deflector arms).
Adjacent land use for this stream reach includes residential and agricultural areas.
CL
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1 9 John Winston 101 Richland Ride Lake Toxawa 28747 828.884.6993 8533-77-5669400
2 6 Robin 8 Sandra Crowe PO Box 1043 Rosman 28772 828.224.9781 8552-74-8225-000
3 5 Daniel Powell PO Box 352 Rosman 28772 828.884.3914 8558-84-0507-000
4 7 Ma McDaniels PO Box 338 Rosman 28772 828.883.4108 8552-74-3211-000
5 4 Helen Stansel 52 Sk land Drive Pi ah Forest 28768 828.862.4589 8552-85-7890-000

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Lake Toxaway quadrangle
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http://www.topozone.com/print.asp?z=17&n=3893763.00001305&e=328085.999... 3120/2006
A.
B.
C.
D.
E.
F.
GENERAL NOTES
ENGINEERING AND TOPOGRAPHIC IN STREAM HYDRAULIC DESIGN
AND BOUNDARY SURVEY DATA PROVIDED BY: PROVIDED EFY:
BROOKS AND UEDLOCK ENGINEERING ENVIRONMENTAL SERVICES, INC.
17 ARLINGTON STREET 1456 PATTON AVENUE, SUITE C
ASHEVILLE, NC 2BB01 ASHEVILLE. NO 28505
[phone] (a28) 254-0811
CONTACT: SHAWN LYNCH CONTACT: TODD BALL
THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS BEFORE
SUBMITTING HIS BID.
ANY CONTRACTOR PERFORMING WORK ON ", PROJECT SHALL FAMILIARIZE 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 DWAGE DONE TO EXISTING
FACILITIES AND UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESE PUNS: AND IF
DAMAGED, SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO COST TO THE
OWNER
LOCATION OF ALL EXISTING UTILITIES. AS SHOWN HERON, ARE APPROXIMATE ONLY. NO GUARANTEE IS MADE
OR IMPUED BY THE LOCATION REFLECTED N THE PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY
THE TYPE. SIZE AND LOCATIONS OF ALL UTILITIES AND OTHER FEATURES WHICH MAY EFFECT CONSTRUCTION
OR THE INTENDED FUNCTION OF THE DESIGN. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO
CONSTRUCTION IF EXISTING CONDITIONS DIFFER FROM THAT INDICATED N THE PLANS.
CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COUPAN!ES AND GOVERNMENT AGENCIES PRIOR
TO COMMENCEMENT OF WORK TO LOCATE ALL EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR THE
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.
THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD, IT IS SPECIFICALLY UNDERSTOOD THAT
HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR SUPERVISION OF CONSTRUCTION, SAFETY
MEASURES TAKEN DURING THE COURSE OF CONSTRUCTION, RESPONSIBILITY FOR SCHEDLNNG THE WORK FOR
INSURING COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE REOUIREMENTS, RILLS
AND REGULATION OF ANY PUBLIC OR PRIVATE AUTHORITY HIVING JURISDICTION OVER THE WHORE OR ANY
PART OF THE WORK. IN ADDITION, THE ENGINEER NETHER UNDERTAKES, ASSUMES NOR GUARANTEES THE
WORK AND/OR PERFORMANCE OF THE CONTRACTOR.

VICINITY MAP NOT TO SCALE
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AERIAL NOT TO SCALE
G. 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.
F. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF SITE GRADING PERMISSION MUST BE OBUINED FROM THE AFFECTED PROPERTY
OWNERS.
G. BURNING OF DEBRIS ON OR NEAR THE JOB SITE WILL NOT BE PERU(111D. DEBRIS AND MATERIAL THAT IS
REMOVED FROM THE SITE SHALT. BE DISPOSED OF AT AN APPROVED PERMITTED DISPOSAL SITE.
H. FILL MATERIAL (IF REQUIRED) TO REACH PROPOSED GRADES AS SHOWN SHALL BE SECURED AND TRUCKED
FROM AN APPROPRIATELY PERMITTED BORROW SITE.
1. ALL FILL MATERIAL SHALL BE COMPACTED TO 95x PER ASIA D 698.
J. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION
RELATED MATERIAL OR DEBRIS TO THE OWNER'S SATISFACTION.
K. THE CONTRACTOR SWUM. RESET ALL MANHOLE COVERS, CATCH BASIN GRATES AND ANY OTHER UTILITY
` ACCESS COVERS TO FINISH PAVEMENT, SIDEWALK OR LANDSCAPE GRADE.
L ALL EXISTING PAVEMENT AND CONCRETE TO BE JOINED SHALL BE SAWCUT.
M. ALL ENTRANCES FROM PAVED ROADS SHALL BE PROTECTED BY A OONSTRUCT1 N ENTRANCE SEE DETAIL
SHEET FOR DETAIL OF A CONSTRUCTION ENTRANCE
N. 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 PLED OR STAGED. SEE
THE SILT FENCE DETAIL ON THE DETAIL SHEET FOR INSTALLATION AND TYPE OF FENCE TO BE USED.
KEY NOTES
EDGE OF ROAD
LANDSLIDE AREA
V RIGHT EDGE OF WATER
LEFT EDGE OF WATER
5 DEFLECTOR STONES
SLOPE GRADE Q 2:1. SEED, FERTILIZE, AND
COVER WITH NORTH AMERICAN GREEN SC150
OR APPROVED EQUAL. INSTALL LIVE STAKES
ON A 3'x3' GRID
V REMOVE ROCKS FROM CHANNEL HERE
V REMOVE DEBRIS FROM CHANNEL HERE
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DESIGN NOTES
mb, ENVIRONMENTAL
SERVICES, INC.
1456 PATTON AVENUE
SUITE C
- ASHEVILLE, NC X006
PHO`IE (829) 254-C811
APPROXIMATE NORMAL WATER ELEVATION: 994t FT.
APPROXIMATE BJNKFULL ELEVATION: 1010 FT.
APPROXIMATE AMOUNT OF ROCK: 40 TONS OF I TO 1 TON STONES.
APPROXIMATE AMOUNT OF FILL REQUIRED -4500 F1" 3

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NOTE: LEFT BANK IS WEAKENED AND
ROAD STABILIZATION BY OTHERS
WILL BE REQUIRED FOR LONG TERM
STABILITY
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Plant a minimum of 3 live stakes
Type ] ootin Boulders per square yard where cross vane
Geoteties Into bankfull elevation (both
sides of vane), over an area
defined by approximately 25 feet
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point and the sill length.
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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.

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CONSTRUCTION SPECIFICATIONS
1. STOW: SIZE - USE 2- - 3' FILTER SION:
2. LENGTH - AS EFFECTIVE, Mg NOT LESS THAN 50 FEET.
3. THICKNESS - NOT LESS THAN 8 RICHES.
4. W"ATH - NOT LESS THAN FULL WITH OF ALL POINTS INGRESS AND EGRESS.
5. WASHING - WHEN NECESSARY. WHEELS SHALL 13E CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE
ONTO PUBLIC RIGHT OF WAY. WHEN WASNWG IS REOU RED, IT SHALL BE DONE ON AN AREA STAB LSD
WITH CRUSHED STONE WWW DRAINS INTO AN APPROVED SEDU04T TRAP OR SEDUENT BAS!.% All
SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH
USE OF SAND BAGS, GRAVEL, BOA= OR OTHER APPROVED METHODS.
8 UA91TENANCE - THE ENTRANCE SHAMI. BE LIA'NTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. TIM MAY REOUUZE PERIODIC TOP DRESSING WITH
ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF AW LEASURES USED TD
TRAP SEDIMENT: ALL SEDIMIT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS OF WAY
OUST BE REMOVED IMILWATELY.
7. FILTER FABRIC SHALL BE LCRAF1 500 OR EQUAL
SCALES NTS
SOIL AMMENDMENTS: APPLY LIME AT A RATE OF 2 TON/ACRE
FERTILIZER: 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 ADDITIONAL GRASS TYPES IF DIFFERENT GRASS
TYPES ARE NECESSARY FOR THE CONDMONS OF THE SITE PER APPROVAL BY
ENGINEER.
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GENERAL NOTES:
1. FENCE FABRIC SHWA F~ A IGNIMIlII OF 32- M W1 !
2 BURLAP CJRWT BE USED U10M SILT FENCE IS TO ROAN FOR
A PERIOD OF WORE THAN 30 DAYS °'?j? t!r
3. STEEL POSTS SHALL BE 5'-0- IN HEIGHT AND BE OF THE °!'CH
SELF-FASTENER ANGLE STEEL TYPE
4. WOOD POSTS SHALL BE 6'-7' IN HEIGHT AND 3'-4' IN DIAALETER.
WIRE FABRC SHALL BE FASTENED TO WOODEN POST WTTH NOT
LESS THAN f9 %7M STAPLES 1 1/2- LONG.
BACKFILL. M71 8'
THICK LAYER OF GRAVEL
FILTER FABRIC POST
V-TRENCH --?
FILTER FABRIC POST
EXTENSION OF
FABRIC AND IAP E
INTO THE TRENCH
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MAIiiF]IANCE NOTES -
1. RLTER BARRIERS SHALL TE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL ANY REQUITED REPAIRS SHALL BE MADE DMMEDIITELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIr PRIOR TO THE END OF THE EXPECTED USABLE
LIFE AND THE BARREL 5141 BE NECESSARY, THE FABRIC SHALL BE: RE'LACED PROUPLTY.
3. SEDIMENT DEPOSITS SHOULD BE RE CUED AFTER EACH STORM EVENT. THEY MUST' BE REMOVED WHEN
DEPOSITS REACH APPROXAMATHLY HALE THE HEIGHT OF THE BARRZ L
4. ANY SEDOME U DEPOSITS RE>AWNG IN RACE AFTER THE SIT FENCE OR FALTER BARIUM IS NO LONGER
REQVJM SHALL. BE DRESSED TO CONFORM WITH THE EXISNULG GRADE, PREPARED AND SEEDED.
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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
TYPICAL SLOPE BANK REPAIR
SCALEI NTS
TYPICAL BIO LOG INSTALLATION
? NORTH rl%
CAROLINA ?z C3 o
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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
3ET INTO BANK
HYDRO SEED W/ APPROVED
SEED MIX AND COVER
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03161
?GIN
A.
B.
C.
D.
E.
F.
ENGINEERING AND TOPOGRAPHIC IN STREAM HYDRAULIC DESIGN
AND BOUNDARY SURVEY DATA PROVIDED BY- PROVIDED ErY-
BROOKS AND MEDLOCK ENGINEERING ENVIRONMENTAL SERVICES. INC.
17 ARLINGTON STREET 1456 PATTON AVENUE, SUITE C
ASHEVILLE, NC 28801 ASHEVILLE, NC 28806 G. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE SUPERVISION TO PREVENT DAMAGE AND MOVEMENT
[phone] [phone] FROM EQUIPMENT WORKING AROUND CONSTRUCTION STAKES. THESE CONSTRUCTION STAKES SHALL REMAIN
CONTACT. SHAWN LYNCH CONTACT- TODD BALL 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
THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS BEFORE ENGAGED BY THE CONTRACTOR AT NO COST TO THE OWNER.
SUBMITTING HIS BID.
F. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WHEN FIELD
ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE JOB SITE AND CONDITIONS WARRANT OFF SITE GRADING PERMISSION MUST BE 09NNED FROM THE AFFECTED PROPERTY
LOCATION OF ALL EXISTING FACILITIES AND UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON THESE OWNERS.
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. BURNING OF DEBRIS ON OR NEAR THE JOB SITE WILL NOT BE PERMITTED. DEBRIS AND MATERIAL THAT IS
DAMAGED. SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO COST TO THE REMOVED FROM THE SITE SHALL BE DISPOSED OF AT AN APPROVED PERMITTED DISPOSAL SITE.
OWNER.
H. FILL MATERIAL (IF REQUIRED) TO REACH PROPOSED GRADES AS SHOWN SHALL BE SECURED AND TRUCKED
LOCATION OF ALL EXISTING UTILITIES, AS SHOWN HERON. ARE APPROXIMATE ONLY. NO GUARANTEE IS MADE FROM AN APPROPRIATELY PERMITTED BORROW SIM
OR IMPLIED BY THE LOCATION REFLECTED IN THE PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY
THE TYPE. SIZE AND LOCATIONS OF ALL UTILITIES AND OTHER FEATURES WHICH MAY EFFECT CONSTRUCTION 1. ALL FILL MATERIAL SHALL BE COMPACTED TO 95% PER ASTU D 698.
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. UPON COMPLETION OF THE WORK. THE CONTRACTOR SK41 CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION
RELATED MATERIAL OR DEBRIS TO THE OWNER'S SATISFACTION.
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. THE CONTRACTOR SHALL RESET ALL MANHOLE COVERS. CATCH BASIN GRATES AND ANY OTHER UTILITY
PROTECTION OF UNDERGROUND UTILITIES AND THEIR APPURTENANCES TO REMAIN ON SITE FROM DAMAGE ACCESS COVERS TO FINISH PAVEMENT. SIDEWALK OR LANDSCAPE GRADE.
DURING CONSTRUCTION OPERATIONS. PROVIDE SHORING AND OTHER METHODS OF PROTECTIONS AS NEEDED
TO ENSURE THE CONDITION AND OPERATION OF THOSE UTILITIES TO REMAIN. L ALL EXISTING PAVEMENT AND CONCRETE TO BE JOINED SHALL 13E SAWCUT.
THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD. IT IS SPECIFICALLY UNDERSTOOD THAT M. ALL ENTRANCES FROM PAVED ROADS SHALL BE PROTECTED 13Y A CONSTRUCTION ENTRANCE. SEE DETAIL
HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR SUPERVISION OF CONSTRUCTION. SAFETY SHEET FOR DETAIL OF A CONSTRUCTION ENTRANCE.
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. ALL STOCK PIPE OR STAGING AREAS SHALL BE AT A MINIMUM PROTECTED BY A SILT FENCE SURROUNDING
AND REGULATION OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING JURISDICTION OVER THE WHOLE OR ANY THE AREA WITH THE EXCEPTION OF THE ACCESS TO THE MATERIAL BEING STOCK PILED OR STAGED. SEE
PART OF THE WORK. IN ADDITION, THE ENGINEER NEITHER UNDERTAKES. ASSUMES NOR GUARANTEES THE THE SILT FENCE DETAIL ON THE DETAIL SHEET FOR INSTALLATION AND TYPE OF FENCE TO BE USED.
WORK AND/OR PERFORMANCE OF THE CONTRACTOR.
ROSMAN
OLD ROSMAN
HWY.
EAST FORK
ROAD
SITE
LOCAT10N M!DDLE FORK ROAD
VICINITY MAP NOT TO SCALE
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AERIAL NOT TO SCALE
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CAROLINAP-,
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L- IT - EWMONI=AL
SEMCES. INC.
1456 PATTEN AVICKE
zzm c
ASHEVD-LL HE 29WG
PHEPE MIND 254-01M
BUILDING
DEBRIS
TO BE
REMOVED
-7
x
LEFT EDGE
OF WATER ?006
KEY NOTES
0 J-HOOK VANES. SEE
CUC= /17 M=All n
77
DEFLECTOR STONE NEEDED
TO STABILIZE BANK TO KEEP
RIGHT EDGE STREAM IN OLD CHANNEL
OF WATER SLOPE GRADE @ 2:1. INSTALL
1310 SOCKS PER DETAIL #7
SHEET C5. SEED, FERTILIZE,
AND COVER WITH NORTH
AMERICAN GREEN SC150 OR
APPROVED EQUAL. INSTALL
LIVE STAKES ON A 3'x3' GRID
RESTORATION SITE GRAPHIC SCALE
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DESIGN NOTES
APPROXIMATE NORMAL WATER ELEVATION: 1000 Fr.
APPRO)OUATE EIANKFULL ELEVATION: 1003.5 Fr.
APPRO)CUATE AMOUNT OF ROCK-, 40 TONS OF I TO I MN STONES.
APPROMMATE AMOUNT OF FILL REOUIRED: 10 C.Y.
NOTE. ALL QLW=ES SHOULD BE VERIFIED ETY CONTRACrOR
'es 0
0 's
03161
GIN
3
N -A, "1 10" IRON PIPE
"j;7. PROTRUDING APPROX.
6' OUT OF RIVERBANI
BANffUl VO1TH (Vr)
L3 V3 V3
Store from existing stream
If available or surge stone
0
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i
Offset surface boulders 113 to 12
boulder width back from downstream
face of footkV boulder.
SILL
Scour Pool
I: Non-woven
xye Fabric
Q • ?. SfON:
Surface _
Surge Stone HdAder Footbp Boulder Cif bedrock present
dlrectty below surface boulder, footing
Surface Boulders boulder -11 not be necessary.)
Pl
LN? / ant n minimum of 3 live stakes
/ ootMp Boulders per square yard where cross vane
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 slit length,
CP=-VAE PLA V1E1t ENVIItONMENTAL Footing
SERVICES, INC. 9
I ROCK CROSS VANE Boulder
s? Hn
.)

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 ?r
REPAIR AREA.
THE ROCK CROSS VAINS WILL BE CONSTRUCTED USING A TRACK HOE FITTED Sill
WITH A BUCKET THAT HAS A GRABBER THUMB. THERE WILL BE ONE ACCESS Stone
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.

Bankfull Width (WMT)

Sill
Stone
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where J-hook ties Into not be necessary.) a
bankfull elevation. Over a
area defined by approxima elyApproximate Gravel Bed ? = I,
25 feet upstream and Limits of Outside Vane Length Hook Inside SIR O a q
downstream of tie-in point Scour Hole Bnnkfull Elevation 1/3 Width Length Varies ? 0 0
and the sill length.
Notei Z) Sill Z = N
Backflll Around Footing J-Hook Section A-A' 0 °'
Stones with Approved Q w 3 J
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ENVIRONMENTAL
SERVICES, INC. ; ? o
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PR?VDE APPROPMATE TRANSITION
BETWEEN S1ABL= CONSTR CIM
MRANCE NO PUxx PJ29 OF WAY
CONSTRUCTION SPECIFICATIONS
1. STOLE SIZE - USE 2' - 3' FILTER STONE
2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
3. THICKNESS - NOT LESS THAN 6 INCHES
4. WIDTH - NOT LESS THAN FULL WDTH OF ALL POINTS INGRESS AND EGRESS.
5. WASH24 - WHEN NECESSARY. WHEELS SHALL PE CLEANED TO REUOVE SED3NT PRIOR TO ENTRANCE
ONTO PUSIUC RIGHT OF WAY. WHEN WASH34 IS REOUIRED. R SHALL BE DONE ON AN AREA STAB=
WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDUENT TRAP OR SEDWENT BASIN. ALL
SEDIUENT SHALL BE PREVENTED FROM ENTERING ANY STORU DRAb4. DITCH OR WATERCOURSE THROUGH
USE OF SAND BRCS, GRAVEN;. BOARDS, OR OTHER APPROVED UETHOOS.
6. UANTENLINCE - THE ENTRANCE SHALL BE IL4"T7AINED N A CONDITION WHCH WILL PRSMIT TRACKM OR
FLOW'NG OF SFDAIENT ONTO PUBLIC RIGHTS OF WAY. 11-15 UAY REQURE PERIODIC TOP DRE=W WITH
ADDITIONAL STONE AS CONDITIONS DEEIAND AND REPAIR AND/OR CLEAN OUT OF ANY UEISURES USED TO
TRAP SED LENT. ALL SEDWW SPILLED, DROPPED, WJkSHED, OR TRACKED ONTO PUBLIC ROM OF WAY
DUST BE REMOVED IVLEMTELY.
7. FILTER FABRIC SHALL BE 1ERAn 500 OR EDUAL
SCALES NITS
SOIL AMMENDMENTS: APPLY LIME AT A RATE OF 2 TON/ACRE
FERTIUZER: 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 BO 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.
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NOTES`.
1. FENCE FABRIC SHALL BE A LC43lUM OF 32' N W'DTH.
2. FILTER FABRIC SHUT BEE UAF1 100 FABRIC OR E OUIVA ENT
BURLAP CANNOT BE USED WHERE SLT FENCE IS TO RE]IA'N FOR
A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0' IN HEIGHT AND EE OF THE
SELF-FASTENER ANGLE STEEL TYPE
4. WOOD POSTS SHALL BE 8'-7' IN HEIGHT AND 3'-4' N D TATLATER
W; RE FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT
LESS THAN {9 WIRE STAPLES 1 1/2' LONG.
BACKF[U- MN B'
TIOCK LAYER OF GRAVE].
FILTER FABRIC
r
V-TRENCH
FILTER FABRIC
EXTENSION OF
FABRIC AND VRL'E..
VITO THE TRENCH
POST
WRE
UANTEN ANCE NOTES: f--{
1. FILTER BARRER4 SHALL BE INSPECTED UIZEDIATELY AFTER EACH RAINFALL AND AT LEST DALY DURWG
PROLONGED RAINFALL. ANY REpU.RED REPAIRS SHALL BE UADE MGD'ATELY.
2. SHOULD THE FABRIC DECOUPOSE OR BEDOUE INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE
LIFE AND THE WJMER SILL SEE NECESSARY, THE FABRIC SHALL LE REPRICED PROMPLTY.
3. SEDIMENT DEPOSITS SHOULD ERE RDIOVFD AFTER EACH STORM EVENT. THEY UUST BE RBIOVED WHEN
DEPOSITS REICH APPROXNATELY HALF THE HEIGHT OF THE BARR:rR
4. ANY SID:MENT DEPOSITS FMO VINO N PLACE AFTER THE S3.T FENCE OR FILTER BAMEt IS NO LONGER
REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXSTM GRADE, PREPARED AND SEEDED.
SILT FENC
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BY THE E NCNEFR
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 ELEVA11ON
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APR 1 0 2006
DEINR - VJATER G'J
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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
3ET INTO BANK
HYDRO SEED W/ APPROVED
SEED MIX AND COVER
W/ APPROVED EROSION
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F.
ENGINEERING AND TOPOGRAPHIC IN STREAM HYDRAULIC DESIGN
AND BOUNDARY SURVEY DATA PROVIDED BY: PROVIDED BY.
BROOKS AND NEDLOCK ENGINEERING ENVIRONMENTAL SERVICES, INC.
17 ARLINGTON STREET 1456 PATTON AVENUE, SUITE C
ASHEVILLE. NC 28801 ASHEVILLE. NC 28806 G.
[phone] [phone]
CONTACT: SHAWN LYNCH CONTACT: TODD BALL
THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS BEFORE
SUBMITTING HIS BID.
F.
ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE JOB SITE AND
LOCATION OF ALL EXISf1NG 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.
H.
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
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.
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
THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD, IT 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.
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A.
SITE
LOCATION
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VICINITY MAP NOT TO SCALE

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AERIAL NOT TO SCALE
RESTORATION SITE

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AREA OF FAILURE
KEY NOTES
1OJ-HOOK VANE. SEE
SHEET C3 DETAIL #2
\ O CROSS VANE. SEE
\ SHEET C2 DETAIL #1
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2:1. SEED,
FERTILIZE, AND
COVER WITH NORTH
AMERICAN GREEN
SC150 )OR
APPROVED EQUAL.
INSTALL LIVE
`- -STAKES ON A 3'x3'
GRID -

GRAPHIC SCALE
0 10 20 40
1•= 20'
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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 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 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.
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DESIGN" NOTES
APPROXIMATE NORMAL WATER ELEVATION: 10081 FT.
APPROXIMATE BAN FI U L ELEVATION: 1012 FT.
APPROXIMATE AMOUNT OF ROCK 30 TONS OF I TO 1 TON STONES.
APPROXIMATE AMOUNT OF FILL REQUIRED: 0 Fri
NOTE: ALL QUANTITIES SHOULD 8E VERIFIED BY CONTRACTOR N
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Storx from existing stream
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Surge Stone Boulder! Footing Boulder (if bedrock present
drectty below surface boulder, footing
•y,. Surface Boulders baddm rW not be nrcrssaryJ
Plant a minimum of 3 live stakes
Type I Non-Woven ooting Boulders Per square yard where cross vane
Geotextne 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.
cans-VA%- PL AM V1EH ENVIRONMENTAL
ROCK CROSS VANE SERVICES, INC.
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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.
LJ NOTE:
Surface 0 and @ denote bankfull
Boulder Footing elevationjO and© Mark
Boulder vane elevation at head
of vane
CROSS VANE TYPICAL CROSS-SECTION
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PRIME APPROPP,1VE TRAi MM
BETMEIII STAB= GONSTRMON
EHfPJNCE AND PUBLIC R09 OF KAY
CONSTRUCTION SPECIFICATIONS
1. STONE SCZE - USE 2' - 3' FILTER STONE
2 LENGTH - AS EFFLTRNE, BUT NOT LESS THAN 50 FEET.
3. THICKNESS - NOT LESS THAN 6 INCHES.
4. MOTH - NOT LESS THAT FULL WITH OF ALL POINTS INGRESS AND EGRESS.
5. WASHING - WHEN NECESSARY, WHEELS SHAT BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE
ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED. R STALL BE DONE ON AN AREA SiAM=
WITH CRUSHED STOPS WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL
SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH
USE OF SAND BAGS, GRAVEL, BOARDS, OR OTHER APPROVED METHODS.
& MAINTENANCE - THE ENTRANCE SHALL BE UA'NTAN'ED IN A CONDITION WHICH WIL PREVENT TRACKING OR
FLOWING OF SEDMENT ONTO PUBIX: RIGHTS OF WAY. THIS MAY REQUIRE PERIODIC TOP DRESSNG WITH
ADDITION& STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURED USED TO
TRAP SEDIMENT. ALL SEDIME U SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS OF WAY
UUST BE REMOVED IMMEDIATELY.
7. FILTER FABRIC SHALL BE LCRAFi 500 OR EQUAL
CE
SCALE,
SOIL AMMENDMENTS: APPLY LIME AT A RATE OF 2 TON/ACRE
FERTIUZER: 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 ADDITIONAL GRASS TYPES IF DIFFERENT GRASS
TYPES ARE NECESSARY FOR THE CONDITIONS OF THE SITE PER APPROVAL BY
ENGINEER.
SEED MIX
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GENERA. NOTES:
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1. FENCE FABRIC SHALL BE A M!NIUUM OF 32' IN WIDTH. 1
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2
. FILTER FABRIC SHALL BE URAFI 100 FABRIC OR EQUNAENL
BURLAP CANNOT BE USED WHERE SLT FENCE IS TO REMAIN FOR
A PERIOD OF MORE THAN 30 DAYS,
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3. STEfl. P0515 SHALL BE 5'-0' IN HEIGHT AND Es OF THE ?
SELF-FASTENER ANGLE S1EEIL TYPE
4. WOOD POSTS SHALL BE W-T IN HEIGHT AND 3'-4' IN DIAMETER.
%'.RE FABRIC SHALL BE FASiERM TD WOODEN POST WITH NOT
LESS THAN (9 WIRE STAPLES 1 1/2' LONG. j,

BACKFILL UN 8'
THICK LAYER OF GRAVEL
FILTER FABRIC POST
V-TRENCH -?
FILTER FABRIC POST
EXTENSION OF
FABRIC AND WIRE
INTO Tip TRENCH
WiRE
MAINTENANCE NOTES 1=i
1. FILTER BARRY SHALL BE INSPECTED NUEDIATELY AFTER EACH RAINFALL AND AT LEAST DULY DURING
PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOUPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE
LIFE AND THE BARRIER STILL BE NECESSARY. THE FABRIC SHALL BE REPLACED PROUPLTY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN
DEPOSITS REACH A'PROXIUATELY HALF THE HEIGHT OF THE BARRIER.
4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BURR'ER IS NO LONGER
REQUITED SHALL BE DRESSED TO CONFORM WTi1L THE EXISTING GRADE, PREPARED AND SEEDED.
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CUT TOP OF SLOPE TO FILL IN
LOWER AREA
SEED AND FERTIUZE
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
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TO BE 3' TO 4'. REPEAT TO
BANKFULL ELEVATION
NORMAL WATER ELEVATION
TON DEFLECTOR STONE
3ET INTO BANK
HYDRO SEED W/ APPROVED
SEED MIX AND COVER
W/ APPROVED EROSION
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A. ENGINEERING AND TOPOGRAPHIC IN STREAM HYDRAULIC DESIGN
AND BOUNDARY SURVEY DATA PROVIDED BY: PROVIDED BY:
BROOKS AND MEDLOCK ENGINEERING ENVIRONMENTAL SERVICES, INC.
17 ARUNGTON STREET 1456 PATTON AVENUE, SUITE C
ASHEVILLE. NC 28801 ASHEVILLE. NC 28808 G.
[phone] (82B) 254-0811
CONTACT: SHAWN LYNCH CONTACT: TODD BALL
B. THE CONTRACTOR SHALL VISIT THE SITE AND FAMIUARIZE 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 FACIUTES AND UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON THESE
PLANS. THE CONTRACTOR WILL BE UNILATERALLY RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING
FACIUTIES 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.
H.
D. LOCATION OF ALL EXISTING UnUTIES, AS SHOWN HERON, ARE APPROXIMATE ONLY. NO GUARANTEE IS MADE
OR IMPLIED BY THE LOCATION REFLECTED IN THE PLAN. IT IS THE CONTRACTORS RESPONSIBILIFTY TO VERIFY
THE TYPE, SIZE AND LOCATIONS OF ALL UTIUTIES 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 UTIUnES 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, IT IS SPECIFICALLY UNDERSTOOD THAT M.
HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR SUPERVISION OF CONSTRUCTION, SAfEIY
MEASURES TAKEN DURING THE COURSE OF CONSTRUCTION, RESPONSIBIUTY FOR SCHEDUUNG THE WORK FOR
INSURING COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE REQUIREMENTS, RULES N.
AND REGULATION OF ANY PUBUC OR PRIVATE AUTHORITY HAVING JURISDICTION OVER THE WHOLE OR ANY
PART OF THE WORK. IN ADDITION, THE ENGINEER NEITHER UNDERTAKES, ASSUMES NOR GUAPANTEES 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 UCENSED 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 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.
VP-Y NInTP(Z
m CROSS VANE. SEE DEBRIS TO BE REMOVED
SHEET C2 DETAIL #1.
"
SITE 24
SYCAMORE
LoanoN DEFLECTORSTONES TO `-'
PREVENT FURTHER ER OSION

(/ STONES TO PROTECT
TREE ROOTS
10 LEFT EDGE OF WATER
0 BRIDGE
11
RIGHT EDGE OF WATER
BANK FAILURE
1?2 SLOPE GRADE 0 2:1. SEED,
© GRAVEL DRIVE FERTILIZE, AND COVER WITH
NORTH AMERICAN GREEN SC150
VICINITY MAP FOOTBRIDGE OR APPROVED EQUAL. INSTALL
'
'
NOT TO SCALE LIVE STAKES ON A 3
x3
GRID

AERIAL NOT TO SCALE
i
RESTORATION SITE
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DESIGN NOTES
APPROXIMATE NORMAL WATER ELEVATION: 1015! Ff.
APPROXIMATE BANKFULL ELEVATION: 1021 FT.
APPROXIMATE AMOUNT OF ROCK 20 TONS OF I TO 1 TON STONES.
APPROXIMATE AMOUNT OF FILL REONRED: 0 FT- 3
NOTE: ALL QUANTITIES SHOULD BE VERIFIED BY CONTRACTOR
GRAPHIC SCALE
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I Nonwoven
xtie Fabric
s,rfnce
Surge Stone Boulder Footing Boulder (If bedrock present
drectly Wow surface boulder, footing
Surface Boulders boulder eU not be necessary)
Plant a minimum of 3 live stakes
typt I Non voven ooting Boulders per square yard where cross vane
Oeotex KV Fobrlc 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,
CR=-vas PI AH VIEW ENVIRONMENTAL
y
!i I RACK CROSS VANE SERVICES, INC.
SCALD KM
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 ?i/
REPAIR AREA. /?
THE ROCK CROSS VAINS WILL BE CONSTRUCTED USING A TRACK HOE FITTED Sill
WITH A BUCKET THAT HAS A GRABBER THUMB. THERE WILL BE ONE ACCESS Stone
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.
Footing
Boulder
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Type I Non-Woven
Geotextile Fabric,
Gravel from existing stream If
available or crushed steno,
Woody Riparlan
Vegetatlon-it
A
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Slll Scour
Plant a minimum of 3 live
stakes per square yard
where J-hook ties Into
bankfull elevation. Over a
area defined by approxlma elyApproximate
25 feet upstream and Limits of
downstream of tle-in point Scour Hole
and the slit length.
J-HOOK VANE
Bankfull /
Elevation
0.8 x Wr3K (Max,)
Gaps between boulders
In 'Hook Portion' approx.
1/2 boulder width

vet
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Type I Non-Wove
Geotextile Fabric
Point Bar

Surface Boulder
Bankfull Width (W?KF )
Approx. 1/2 Boulder Wldt Point Bar.
A'
--Footing Boulder (If bedrock
present directly below surface
boulders, footing boulder will
not be necessary.)
Gravel Bed -
Bankfull Elevation
Notes
Backfilt Around Footing
Stones with Approved
Gravel Bed Material,
Max. Bankfull
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CAROLINA
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IOutsideI Vane Length i Hook Inside Slit
silt 1/3 Width Length Varies
J-Hook Section A-A'
ENVIRONMENTAL
SERVICES, INC.
SCALES NTS
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PRNM APPROPRXE 7PALSMON
BE1xgp STAB= CONSTRUMM
FMRRIM AND Kn= RIGHT OF WAY
CONSTRUCTION SPECIFICATIONS
1. STONE SIZE - USE 2' - 3' FILTER STONE
2. LENGTH - AS FFFEC VE, BUT NOT LESS THAN 50 FEEL
3. TLECKNESS - NOT LESS THAN 6 INCHES.
4. WIDTH - NOT LESS THAN FULL WIITH OF ALL POINTS INGRESS AND EGRESS
5. WASHNG - WHEN NECESSARY, WHEELS SHAG BE CLEANED TO REMOVE SED3MU PRIOR TO ENTRANCE
ONTO PUBLC RIGHT OF WAY. WHEN WASHING IS REQUIRED, R SHALL BE DONE ON AN AREA STA!LILLD
WITH CRUSHED STONE WHCH DRAINS INTO AN APPROVED SEDWiNT TRAP OR SEDIMENT BASH. ALL
SEDMENT SHAT BE PREVENTED FROM EMEIRINC ANY STORM DRAIN. DITCH OR WATERCOURSE THROUGH
USE OF SAID BAGS. GRAVEL„ BOARDS. OR OTHER APPROVED METHODS
& MAINTENANCE - THE ENTRANCE SHALL BE LINNIAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
FLOW.WG OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. THS MAY RI=7ZE PERIODIC TOP Df SINO WITH
ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO
TRAP SED.VENT. ALL SED.'ME T SPILLED. DROPPED. WASHED. OR TRACKED ONTO PUBIC RIGHTS OF WAY
MUST BE REMOVED DLMEDIATELY.
7. FILTER FABRIC SWILL BE MIRAFT 500 OR EQUAL
E
SOIL AMMENDMENTS: APPLY LIME AT A RATE OF 2 TON/ACRE
FERTILIZER: 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 BO LBS/ACRE.
SEED MIX MAY BE ALTERED WITH ADDITIONAL GRASS TYPES IF DIFFERENT GRASS
TYPES ARE NECESSARY FOR THE CONDITIONS OF THE SITE PER APPROVAL BY
ENGINEER.
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GENERAL NOTES: ? ll?7 e 1'
1. FENCE FABRIC SHALL BE A MINULU OF 32' IN V..DTH. 1, ',', 71
2. FILTER FABRIC SHALL BE IJW 100 FABRIC OR EOUNAFNT.
BURLAP CANNOT BE USED x1-IERE SIT FENCE IS M RaMIN FOR APR
A PE3UOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0' IN HMHT` AND BE OF THE I, Ord.
SELF-FASTENER ANGLE MM TYPE.
4. WOOD POSTS SNAIL. SE B'-Y IN HEIGHT AND 3'-4' IN DIAMETER.
WIRE FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT
LESS THAN 19 WRE STAPLES 1 1/2• LONG "CH
BACKFILL UN S*
THICK LAYER OF GRAVEL
FILTER FABRIC POST
V-TRENCH -?
FILTER FABRIC POST
EXTENSION OF
FABRIC AND W'RE
INTO THE TRENCH
WIRE
MANTENANCE NOTES; I-
1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DALLY DURING
PROLONGED RAINFALL ANY REQURED REPAIRS SHALL BE MADE MWEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR M THE END OF THE EXPECTED USABLE
LIFE AND THE BARRIER STILL BE NECESSARY. THE FABRIC SHALL IE REPLACED PROMPLTY.
3. SEDIMENT DEPOSITS SHOULD BE RE]WO 'ED AFTER EACH STORM EVENT 71EY MUST BE REMOVED WHEN
DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER.
4 ANY SEA'MEM DEPOSITS REM WG IN PLACE AFTER TIE SILT FENCE OR F1LTE7R ENRRIER IS NO LONGER
REOURM SHALL BE DRESSED M CONFORM WITH THE EXISTING GRADE; PREPARED AND SEEDED.
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VARIABLE AS DIRECTED
BY THE ENGINEER
?CQ' ..
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
SCALEi NTS
TYPICAL BIO LOG INSTALLATION
o= NORTH rn
CAROLINA
_ P .,,'/
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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.
SCALES NTS
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A. ENGINEERING AND TOPOGRAPHIC IN STREAM HYDRAULIC DESIGN
AND E10UNOARY SURVEY DATA PROVDED BY: PROVIDED BY,
BROOKS AND MEDLOCK ENGONE130N4 ENVIRONMENTAL SERVICES, INC.
17 ARd24CM STREET 1459 PATTON AVENUE, SUITE C
ASHEVIL E. NC 78901 ASHEVI L& NC 2&M
[phone] [phone]
CONTACT SHAWN LYNCH CCOOtNTTACT TODD BALL
8. TH36i CONTRACTOR EYASHALL VISIT THE SITE AND FAtn1AiRQE H34 F WITH THE EX=W CONDffK*ZS BEFORE
C. ANY CONTRACTOR PE2FOR160 0 WORK ON THS PROJECT SHALL FALCUA RQE H UMF WITH THE JOB SITE AND
LOCATION OF ALL EXISTING FACILITIES AND UNDERGROUND UTLfiL3 SHORN OR NOT SHOWN ON THESE
PLANS THE CONTRACTOR WILL BE UNIATERJLLY REU30UMBLE FOR ANY DAMAGE DONE TO E)2SM4
FACSITLES AND lRAdtCROUND MUM THAT ARE SHOWN OR NOT SHOWN ON THESE MARSAND F
DAUA= SHALL BE REPAIRED OR REPLACED TO THE SATISFACDON OF THE O `HER AT NO COST TO THE
OWNEPL
D. LOCARON OF ALL D STM UTILITIES. AS SHOWN HERON, ARE APPROXIMATE ONLY. NO GUARANTEE IS MADE
OR IILPLED BY THE LOCATION REFLECTED IN THE PUN. R IS THE CONTRACTORS RESPONS.MI.RY TO V'ER'FY
THE TYPE, SIZE AND LDCATICRS OF ALL UTILITIES AND OTHER FEATURES WHICH WAY EFFECT CONSTRUCTION
OR THE INTENDED FUNCTION OF THE DESIGN. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO
CONSTRUCTION F E ISTNO CONDITIONS DRFFER FROM THAT ElOCATED IN THE PLANS.
E. CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPARE ILA GOVERNMENT AGENC= PRIOR
TO COL04DRCOIERT OF WORK TO LDCATE ALL DaSTNG UTILITIM CONTRACTOR IS RESPONISEIE FOR THE
PROTECTION OF UNDERGROUND UTILITIES AND THEIR APPURTENANCES TO R EILA-4 04 SITE FROM D DACE
DUg"O CONSTRUCTION OPERNATIONS. PROVDE %MNO AND OTHER M-RHOOS OF PROTECTIONS AS NEEDED
TO ENSURE THIS CONDITION AND OPERATION OF THOSE UTILITIES TO REUAK
F. THE ENC2= WELL NOT CE CONTINUOUSLY PRESENT IN THE FIELD, R IS SPECIFICALLY UNDERSTOOD THAT
HE DOES NOT UNNI=AOE NOR ASSUME ANY OOLIGATKkN FOR SUPERVMON OF CONSTRUCTION. SAFETY
MEASURES TAKEN DJR24 THE COURSE OF P,ESPONS? Y FOR SCHEDULdA7 THE WORK FOR
ISUF*4 COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR AL CODE RECURELERiS, RILES
AND REGLI ATION OF ANY PUBLIC OR PRIVATE AUTHORITY HiAYLNO JURSDICTICN OVER THE WHOLE OR ANY
PART OF THE WORK. N ADOTTi0.4. THE U420ER NETHER U!AERTAOS, ASSLIM NOR GUARANTEES THE
WORK ANA/OR PE5Tk3WNCE OF THE CONTRACTOR.
SOE
LOCATION
ROSKM HWY.
FORK ROAD
VICINITY MAP
A-
Ilk 4,
I '?1d?? a. b?? d ? 1
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AERIAL NOT TO SCALE
0. CONTRACTOR SHALL HE RESIN EI E FOR ADEOUATE SUPERVISION TO PREVENT DAMAGE AND MOVEMENT
FROM E OUP11ENT WORKCO AROUND CONSTRUCTION STAIOS. THESE CONSTRUCTON STAKES SHALL REMAIN
IN PUCE AND RE PROTECTED UNTIL. OWNER APPROVES OF THEIR REMOYAL ANY STAGS THAT HAVE BEEN
DISRACED AS A RESULT OF CONSTRUCTION ALTIATY ARE TO BE REPLACED BY A LICENSED LAND SURVEYOR
E GAGED BY THE CONTRACTOR AT NO COST TO THE OWNER.
F. APPROVAL OF THIS PUN IS NOT AN AUTHORQATION TO GRADE ON ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF SITE GRAD2O PERU== MUST BE OBTANED FROM THE AFFLICTED PROPERTY
OWNERS.
Q OL071 O OF DEBRIS ON OR NEAR THE JOB SITE W"SL NOT BE PERMITTED. DE'tS AND MATEIAL THAT IS
REUCIVED FROM THE SITE SHALL BE I SPOSED OF AT AN APPROVED PERMITTED DISPOSAL. SITE
H. FILL UATMAI. (F REOU"M) TO REACH PROPOSED GRADES AS SHOWN SNAIL BE SECURED AND TRUCKED
FROM AN APPROPRIATELY PERMITTED BORROW SITE.
L ALL FILL MATERIAL SHALL HE COL'PACTED TO 9= PER ASTM D M
J. UPON COLIFUTiON OF THE WOM THE CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION
RELATED MATERIAL OR DEBRIS TO THE OWN M SATISFACTION.
K. THE CONTRACTOR SHALL RESET ALL MANHOLE COVES, CATCH BASN GRATES AND ANY OTHER UTUTY
ACCESS COVES TO FDM PAVEMENT SMEWALK OR LANDSCAPE GRADE
L ALL E3SRH0 PAVEMENT AND CONCRETE TO CE J0?M SHALL CE SAWICUT.
M. ALL ENTRANCES FROM PAVED P.OADS SHALL DE PROTECTED BY A CONSTRUCTION ENTRANCE SEE DETAIL.
SHEET FOR DETAL OF A CONSTRUCTION ENTRANCE.
N. ALL STOCK PIPE OR STACM AREAS SHALL CE AT A M2CUUM PROTECTED BY A SAT FENCE SURROUAxO
THE AREA WITH THE EXIILPTON OF THE ACCESS TO THE MATERIAL BEING STOCK PIED OR STAGED. SEE
THE SILT FENCE DETAL ON THE DETAL SHEET FOR INSTALLATION AND TYPE OF FENCE TO CE USED.
LEFT EDGE OF
SLOPE GRADE 0 2:1. SEED, WATER
FERTILIZE, AND COVER WITH
NORTH AMERICAN GREEN - - - - -
SC150 OR APPROVED EQUAL
INSTALL LIVE STAKES ON A j 5r
3'x3' GRID
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DESIGN NOTES
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SEE DETAIL 1 2 SHEET .
C2 TOP OF BANK
XN
LEFT EDGE OF
WATER
RESTORATION SITE AREA B GRAPHIC SCALE
0 10 20 40
I'm 20'
A. ENM\TE RRD AND TOPOGRAPFW IN STREAM HIDRAU IC DESIGN
AND BOUNDARY SURVEY DATA PROVIDED BY: PROVIDED Eft%
BROOKS AND IEDLOCK ENC?aML510 ENVRON ENTN. SERVICES„ RIG.
17 ARLINGTON STREET 1456 PATTON AVENUE, SURE C
ASHEVILL& NC 2=1 ASHEW E; NC 25305
627 251-8511
62DALT,2T2SW.WNM-4700 LYNCH ALT'. TODD BAIL
B. THE CONTRACTOR SHALL VISIT THE SITE AND FA %lq= H =E F WTTH THE EXISTING COtWIONS M FORE
SUBNTTTNG HS ED.
C. ANY CONTRACTOR PERFORM WORK ON THOS PROJECT SHALL rAUIIARQE EOIISELF WITH THE J09 SITE AND
LOCATION OF ALL EIOSTiNNG FACILITIES AND UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON IIESE
PLANS. THE CONTRACTOR WILL BE UNILATERALLY RESPONSIBLE FOR ANY D MACE DONE TO D=ING
FACILITIES AND UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESE RAMS; AND IF
DAMAGED, SHALL BE REPAIRED OR REPLACED TO nE SATISFACTION OF THE DATER AT NO COST TO THE
OWNER.
D. LOCATION OF ALL EXCi11'N.^ UTILITIM AS 94MW HERON. ARE APPRO)WTE ONLY. NO GUARANTEE IS WDE
OR IMPLIED BY THE LOCATION REFLECTED IN THE PLAN. T IS TIE CONTRACTORS RESPONS3XDY TO VEREY
THE TYPE. SIZE AND LOCATIONS OF ALL UNITIES AND OTHER FEATURES WHICH MAY EFFECT CONSTRU MM
OR THE MENDED FUNCTION OF THE DESIGN. CONTRACTOR SHAL NOTFY ENG24M PRIOR TO
CONtSTR=ION F DCSTM CONDITIONS D7-TER FROM THAT MCATED IN THE PLATS
E. CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY CBMPANCSS AND GOYFRIBENT AGDICES PRIOR
TO COLMENCE ENT OF WOW( TO LOCATE ALL EXISTING; U ILITES. CONTRACTOR IS RESPONSIBLE FOR THE
PROTECTION OF UNDERGROUND UTILITIES AND THEIR APPUIMMCCES TO REMAN 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.
F. THE ENCMR WILL NOT BE CONTINUOUSLY PRESENT N THE FEED T IS SPE CIFi ALY UNDERSTOOD THAT
HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR SUPERVISION OF CONNSTRUC110N, SAFETY
MEASURES TAKEN DURNG THE COURSE OF CONSTRUCT)OK RESPONSIBILITY FOR SCHEDULAD THE WOW( FOR
00"10 COMPLETE COMPLIANCE WITH THE CONTRACT DOCUIENiS AND/OR ALL CODE RElWMa fM RULES
AID REGULATION OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING JURISDICTION OVER THE WHOLE OR ANY
PART OF THE WOW. N ADDITION. THE DMEE R NEI TIER UNDERTAKES. ASSUIJES NOR GUARANTEES THE
WORK AND/OR PERFORMANCE OF THE CONTRACTOR.

G. CONTRACTOR SWIL DE RESPONSEILE FOR AD= ATE SUPERVSDN TO PREVENT DAMAGE AND MOVEMENT
FROM EAUPLENF WOR04 AROUND CONSTR(IC11O1 STAKES. THESE CONSTRUCTION STAKES SHALL RE1fA'N
IN PLACE AND BE PROTECTED UNR OWNER APPROVES OF THEIR REIAOVAL ANY STAKES THAT HAVE BEEN
DISPLACED AS A RESULT OF CONSTRUCTION ACTIVITY ARE TO BE REPLACED BY A LICENSED LAID SURYEYOt
EICACED BY THE CONTRACTOR AT NO COST TO THE OWNER.
F. APPROVAL OF THS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES. WEN FIELD
CONDITIONS WARRANT OFF SITE GRADM PERU=ION UUST BE ODDELD FROM THE AFFI=TED PROPERTY
OWNEIM
G. BURNING OF DEBRIS ON OR N EJR THE JOB SITE WILL NOT DE POWTTED. DEBRIS AND MATERW. THAT IS
REMOJFD FROM THE SITE SKA L BE DSPOSED OF AT AN APPROVED PERI6TTED D'SPOSN. SITE
It FILL MATERIAL, REQURfD) TO REACH PROPOSED GRADES AS SHOWN SHALL BE SE=ZED AND TRUCKED
FROM AN APPROPRIATELY PER1dTTED BORROW SITE.
L ALL FILL MATERIAL SHALL BE COMPACTED TO 25X PER ASTM D CSS
J. Ui OH CBLI LETION OF TM WORK, TFE CONTRACTOR SNAIL CLEAN THE ENTIRE SITE OF ALL CONSiRUCTON1
RELATED MATERIAL OR DEBRIS TO THE OWNER'S SATISFACTION.
K. THE CONTRACTOR SHALL RESET ALL MANHOLE COVERS. CATCH BASIN GRATES AND ANY OTHER UMM
ACCESS COVERS TO FRCSH PAVVBtENT SDEMAU( OR LANDSCAPE GRADE
L ALL EX!STNO PAVEMENT AND CONCRETE TO BE JODNED SHALL BE SAWCLIT
M. ALL ENTRANCES FROM PAVED ROADS SEWN BE PROTECTED BY A CONSTRUCTION ENTRANCE. SEE DETAL
SHEET FOR DETAL OF A CONSTRUCTION ENTRANCE.
N. ALL STOCK PIPE OR STAGED AREAS SHALL BE AT A U2CMIM PROTECTED BY A SILT FENCE SJRROUHDM
THE AREA WITH THE EXCEPTION OF THE ACCESS TO THE HATEFUL BEING STOCX PLED OR STAGED. SEE
THE SLT FENCE DETAL ON THE DETAL SHEET FOR INSTALLATION AND TYPE OF FENCE TO BE USED.
ENVIRONMENTAL
SERVICES, INC.
1456 PATTEN AVENUE
SUITE C
ASFEVILLE. NC 28806
PHME [phone]

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Plant a minimum of 3 Uve stakes
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sides of vane), over an area
defined by approximately 25 feet
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CRASS-VA!'r PLAN V1EN ERV?ICES? IN?
1 ROCK CROSS VANE S
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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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Plant a minimum of 3 live
stakes per square yard
where J-hook ties Into
bankfull elevation. Over a
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25 feet upstream and Limits of
downstream of tie-In point Scour Hole
and the sill length.
J-HOOK VANE
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Gaps between boulders
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Type I Non-Wovei
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present directly below surface
boulders, footing boulder will
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CONSTRUCTION SPECIFICATIONS
1. STONC S¢E - USE r - 3' FILTER STONE
2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
3. THK=ESS - NOT LESS THAN 8 INCHES
4. WITH - NOT LESS THAN FULL %MTH OF ALL POSTS INGRESS AND EGRESS.
5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDMENT PRIOR TO ENTRANCE
ONTO PUMM =HT OF WAY. WHEN VbISHIHG IS REOVRED, R SHALL BE DONE ON AN AREA STAMU D
WITH CRUSHED STONE W'HVi DRAINS INTO AN APPROVED SEDCLENT TRAP OR SEDIMENT BASH. ALL
SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH
USE OF SAID BAGS, GRAVEL. DOARDS, OR OTHER APPROVED METHODS
8 MAINTENANCE - THE ENTRANCE SHALL ES MAINTAINED IN A CONDITION %%WCH WILL PREVENT TRACKING OR
FLOWING OF SEDMIENT ONTO PUBLIC RIGHTS OF WAY. THIS MAY REOUrRE PERIODIC TOP DRESSING WITH
ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR MID/OR ClEMH OUT OF ANY MEASURES USED TD
TRAP SEDMENT ALL SEDMOU SPILLED, DROPPED, WASHED. OR TRACKED ONTO PUBUO RIGHTS OF WAY
MUST BE REMOVED IMMESIATEI.Y.
7. FILTER FABRIC SHALL BE MRAFI 500 OR EQUAL
CONSTRUCTION E
SCALES NTS
SOIL AMMENDMENTS: APPLY UME AT A RATE OF 2 TON/ACRE
FER71UZER: APPLY AREA WITH A 17-17-17 (TRIPLE 17) OR APPROVED EQUAL
MIX AT A RATE OF 400 LBS/ACRE.
MINIMUM SEED MIX: TAU. FESCUE (KENTUCKY 31) AT A RATE OF 50 LBS/ACRE
WINTER RYE GRAIN AT A RATE OF BO LBS/ACRE
SEED MIX MAY BE ALTERED WITH ADDITIONAL GRASS TYPES IF DIFFERENT GRASS
TYPES ARE NECESSARY FOR THE CONDITIONS OF THE SITE PER APPROVAL BY
ENGINEER.
SEED MIX
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1. FENCE FABRIC SHML ES A ILICUM OF 32' IN VYDTH. d
2. FILTER FABRIC SHALL BE kMAFI 100 FABRIC OR EQUIVALENT. V
BURLAP CANNOT' ES USED WHERE S3-T FENCE IS TO REMAIN FOR
A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE W--O* H0GHT
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4. WOOD POSTS SHALL BE 8'-r IN H9GHT AND 3'-4' IN DIAM TIM ?' .
WIRE FABRIC SHALL BE FASTEN 10 6
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LESS THAN J2 UIRE STAPLES 1 112' LONG.
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THICK LAYER OF GRAVEL ?H
FILTER FASMC POST
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FILTER FABRIC POST
EXTENSION OF
FABRIC AND W;RE
INTO THE TRENCH
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MANTENANCE NOTES: H
1. FILTER BARRMM SHALL BE INSPECTED IMLCadTE.Y AFTER EACH RAINFALL AND AT LEAST DALY DURING
PROLONGED RARNFALL ANY REWRED REPAIRS SHALL BE LADE IMMEDIATELY.
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. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN
DEPOSITS REACH APPROXMATE.Y HALF THE HEIGHT OF THE BARRIER.
4. ANY SE05iENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER
REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE; PREPARED AND SEEDED.
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12" SEEDED COMPOST
FILTER SOCK
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THROUGH FILTER SOCK EVERY 4'
TYP.
SPACING BETWEEN BIO LOGS
TO BE 3' TO 4'. REPEAT TO
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NORMAL WATER ELEVATION
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HYDRO SEED W/ APPROVED
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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".)
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 Mana tr f
Environmental Concern (see the top of page 2 for further details), cEq 1 7
? a 2p06
II. Applicant Information APR x
1. Owner/Applicant Information 4, ?tctu,,
t;""5S yt,1S by ? ? 21 }y ?
Name: Transylvania County Soil and Water ConserVaIl?On District
Mailing Address: 203 East Moan 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:
Tlb--.. 1 _1V0
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): See Attachment A
4. Location
County: Transylvania Nearest Town: Brevard
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: West Fork French Broad River Browns Mill
Creek
8. River Basin: French Broad River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/adniin/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: See Attachment B
n.._., 11 _ro
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 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.
n ,ro
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,
separately 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 Nearest Impact

(indicate on map)
herbaceous, bog, etc.)
Floodplain Stream (acres)
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, multiply leneth X width. then divide by 43.560.
Stream Impact
Number Perennial Average Impact Area
of
(indicate on Stream Name Type of Impact or Stream Width Length Impact
ma) Intermittent Before Impact (linear feet) acres
West Fork French Debris Removal,
I Broad River Deflector stones, repair P 50 180 0.21
banks
Repair and revegetate
2 Browns Mill bank, two in-stream

Creek
structures (1 J-hook, 1 p 40 150 0.14
Cross vane)
Repair and revegetate
3 Browns Mill bank, install deflector

Creek
stones, one in-stream P 40 180 0.17
structure (J-hook)
Repair and revegetation
Browns Mill banks, install deflector
4 Creek stones, install one in- P 40 180 0.17
stream structure (Cross
vane)
Debris removal, repair
Browns Mill and revegetate banks,
5 Creek install four in-stream P 40 600 0.55
structures (deflector
arms)

Total Stream
Impact (by length and acreage)
_?
1,290
_
1.24
n..,... A .,co
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 Name of Waterbody Type of Waterbody
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, 7
lm

indicate on ma
ocean, etc. (
ae

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the nroiect:
Stream Impact (acres): 1.24
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 1,290
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.
n....., c -'r o
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.
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/newet]ands/str-mgide.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):
n....., c -V 0
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
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V 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.
Impact Required
Zone* Multiplier *A;+,-.*;,.,,
3 (2 for Catawba)
1.5
Total
• Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B.0242 or.0244, or.0260.
n...... -r -CO
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.
XIL 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
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 E] 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
htip://h2o,enr.state.ne.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).
-2, K-06
plicantdgent's Signature Date
signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
Attachment B
Transylvania County, North Carolina
Permit Narrative
Browns Mill Creek, West Fork French Broad
Four stream reaches on Browns Mill Creek and one on the West Fork French Broad in
Transylvania County, North Carolina, are proposed for restoration. All sites on Browns Mill
Creek are located in the lower mile reach before entering the French Broad River. Browns Mill
Creek has a Best Usage Classification of C;Tr, indicating fresh waters with allowable uses
including secondary recreation. The West Fork French Broad site is located off Silverstein Road
(SR 1309) just downstream of SR1312. The West Fork French Broad, from SR 1312 to the
French Broad, has a Best Usage Classification of B;Tr;HWQ, indicating high quality waters.
Browns Mill Creek and the West Fork French Broad are designated Trout waters.
West Fork French Broad
DWR 2005-09 (Winston Property, Site 1 on location map) is approximately 180 linear feet in
length. Proposed work for this project includes placement of deflector stones, bank restoration
and revegetation, and debris removal. Adjacent land use for this stream reach includes
agricultural and residential areas.
Browns Mill Creek
DWR 2005-06 (Crowe Property, Site 2 on location map) is approximately 150 linear feet in
length. Proposed work for this project includes bank stabilization and revegetation, and the
construction of two in-stream structures (J-hook and cross vane). Adjacent land use for this
stream reach includes agricultural and residential areas.
DWR 2005-05 (Powell Property, Site 3 on location map) is approximately 180 linear feet in
length. Proposed work for this project includes placement of deflector stones, bank stabilization
and revegetation, and the construction.of one in-stream structure (J-hook). Adjacent land use for
this stream reach includes residential and agricultural areas.
DWR 2005-07 (McDaniels Property, Site 4 on location map) is approximately 180 linear feet in
length. Proposed work for this project includes placement of deflector stones, bank stabilization
and revegetation, and the construction of two in-stream structures (J-hook). Adjacent land use
for this stream reach includes residential and agricultural areas.
DWR 2005-04 (Stansel Property, Site 5 on location map) includes work on two reaches totaling
approximately 600 linear feet in length. Proposed work on tis this area includes debris removal,
bank restoration and revegetation, and installation of four in-stream structures (deflector arms).
Adjacent land use for this stream reach includes residential and agricultural areas.
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1 9 John Winston 101 Richland Ride Lake Toxawa 28747 828.884.6993 8533-77-5669-000
2 6 Robin & Sandra Crowe PO Box 1043 Rosman 28772 828.224.9781 8552-74-8225-000
3 5 Daniel Powell PO Box 352 Rosman 28772 828.884.3914 8558-84-0507-000
4 7 Ma McDaniels PO Box 338 Rosman 28772 828.883.4108 8552-74-3211-000
5 4 Helen Stansel 52 Sk land Drive Pi ah Forest 28768 828.862.4589 8552-85-7890-000

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GENERAL NOTES
ENGINEERING AND TOPOGRAPHIC IN STREAM HYDRAWC DESIGN
AND BOUNDARY SURVEY DATA PROVIDED BY, PROVIDED BY:
BROOKS AND MEDLOCK ENGINEERING ENVIRONMENTAL SERVICES. INC.
17 ARLINGTON STREET 1456 PATTON AVENUE SUITE C
ASHEVILLE. NC 28801 ASHEMIE. NO 28806
[phone] [phone]
CONTACT: SHAWN LYNCH CONTACT: TODD BALL
THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF MTH THE EXISTING CONDITIONS BEFORE
SUBMITTING HIS BID.
ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 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 D(ISTNG
FACILITIES AND UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESE PLANS; AND IF
DAMAGED. SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO COST TO THE
OWNER
LOCATION OF ALL EXITING UTILITIES. AS SHOWN HERON, ME APPROXIMATE ONLY. NO CIURAMEE IS MADE
OR IMPLIED BY THE LOCATION REFLECTED IN THE PLAN. T IS THE CONTRACTORS RESPONSIBILITY TO VERIFY
THE TYPE SIZE AND LOCATIONS OF All. UTILITIES AND OTHER FEATURES WHICH MAY EFFECT CONSTRUCTION
OR THE INTENDED FUNCTION OF THE DESIGN. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO
CONSTRUCTION IF EXISTING CONDITIONS DIFFER FROM THAT INDICATED IN THE PLANS
CONTRACTOR SHAT COORDINATE WITH THE PROPER UTILITY COMPANIES AND GOVERNMENT AGENCIES PRIOR
TO COMMENCEMENT OF WORK TO LOCATE ALL EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE FOR THE
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.
THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD, T IS SPECIFICALLY UNDERSTOOD THAT
HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR SUPERVISION OF CONSTRUCTION, SAFETY
MEASURES TAKEN DURING THE COURSE OF CONSTRUCTION, RESPONTIRUTY FOR SCHEDULING THE WORK FOR
INSURING COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE REQUIREMENTS, RULES
AND REGULATION OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING JURISDICTION OVER THE WHOLE OR ANY
PMT OF THE WORK. IN ADDITION. THE ENGINEER NEITHER UNDERTAKES, ASSUMES NOR GUARANTEES THE
WORK AND/OR PERFORMANCE OF THE CONTRACTOR

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AERIAL NOT TO SCALE
G. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE SUPERVISION TO PREVENT DAMAGE AND MOVEMENT
FROM EQUIPMENT WORKING MOUND CONSTRUCTION STAKES. THESE CONSTRUCMkN STAKES SMALL 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.
F. 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.
G. 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.
H. FILL MATERIAL (IF REQUIRED) TO REACH PROPOSED GRADES AS SHOWN SHALL BE SECURED AND TRUCKED
FROM AN APPROPRIATELY PERMITTED BORROW SITE.
1. ALL FILL MATERIAL SHALL BE COMPACTED TO M PER ASTM D 698.
J. UPON COMPLETION OF THE WORK. THE CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION
RELATED MATERIAL OR DEBRIS TO THE OWNER'S SATISFACTION.
K. THE CONTRACTOR SHAH RESET ALL MANHOLE COVERS, CATCH BASIN GRATES AND ANY OTHER UTILITY
ACCESS COVERS TO FN!S N PAVEMENT. SIDEWALK OR LANDSCAPE GRADE
L ALL EXISTING PAVEMENT AND CONCRETE TO BE JOINED SHALL BE SAWCUT.
M. ALL ENTRANCES FROM PAVED ROADS SHALL BE PROTECTED BY A CONSTRUCTION ENTRANCE. SEE DETAIL
SHEET FOR DETAIL OF A CONSTRUCTION ENTRANCE
N. 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( PLED OR STAGED. SEE
THE SILT FENCE DETAIL ON THE DETAIL SHEET FOR INSTALLATION AND TYPE OF FENCE TO BE USED.
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DESIGN NOTES
ENVIRONMENTAL
SERVICES, INC.
1456 PATT13N AVENUE
SUITE C
ASFEVILLE. NC 28806
le"M PHIS E (828) 254-CSIL
APPROXUATE NORMAL WATER ELEVATION: 994± Ft.
APPRCMMATE BANKFULL ELEVATION: 1010 FT.
APPROXUATE AMOUNT OF ROCK: 40 TONS OF I TO 1 TON STONES
APPRO)CUATE AMOUNT OF FILL REQUIRED -4500 FT -3
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sides of vane), over an area
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CROSS-yarr._ PLAN VTEW ENVIRONMENTAL
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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
Sill
Stone
NOTE:
Oand D@denote bankfull
elevatlonl BQ and© nark
vane elevation at head
of vane
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Type I Non-Woven
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available or crushed storms
Woody Riparian
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Gaps between boulders
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stakes per square yard
where J-hook ties Into
bankfull elevation. Over n
area defined by approxima elyApproxlmate
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downstream of tie-in point Scour Hole
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oulders, footing boulder will
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1/3 Width Length Varies
J-Hook Section A-A'
ENVIRONMENTAL
SERVICES, INC.
SCALE, NTS
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OffR NCE AND PUAIO R W OF WAY
CONSTRUCTION SPECIFICATIONS
1. STON: SIM - USE 2' - 3' FILTER STONE
2. LEIGIN - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
3. TKCKNESS - NOT LESS THAN 8 INCHES.
4. WIDTH - NOT LESS THAN FULL'AMTH OF ALL POINTS INGRESS AND EGRESS.
5. WASHING - Y:HEN NECESSARY, WHETS SHALL BE (LEANED TO REMOVE SES3ENT PRIOR TO ENTRANCE
ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQVRED. R SHALL BE DONS ON AN AREA STAZLIZr'D
WTTH CRUSHED STONE WM1CH DRAINS INTO AH APPROVED SEDSIENT TRAP OR SEDIMENT BASH. ALL
SEDILIENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN. DITCH OR WATERCOURSE THROUGH
USE OF SAED BAGS, GRAVE. BOARDS, OR OTHER APPROVED METHODS.
8 MATiTENANCE - THE ENTRANCE SHALL BE UkNITAINED IN A CONDITIOEN WHICH WLL PREVENT TRACKING OR
FLO'AONG OF SEDIMENT ONTO PUBLIC RIGHTS OF W.AY.. THSS MAY REOURE PERIODIC TOP DRESSNG WITH
ADDITIONAL STONE AS COND<RONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO
TRAP SEDSLENT. ALL SEDI EW SPILLED, DROPPED, WASHED, OR TRLLL® ONTO PUBLIC RIGHTS OF WAY
MUST BE REWOVED IILLLED'ATELY.
7. FILTER FABRIC SHALL BE LCRAR 500 OR EQUAL
SCALD NTS
SOIL AMMENDMENTS: APPLY LIME AT A RATE OF 2 TON/ACRE
FERTILIZER: 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 ADDITIONAL GRASS TYPES IF DIFFERENT GRASS
TYPES ARE NECESSARY FOR THE CONDITIONS OF THE SITE PER APPROVAL BY
ENGINEER.
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? NORTH I?
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GENERAL. NOTES.
1. FENCE FABRIC SHALL M A 1CNIUIM OF 32' N W"DTH.
2. FILTER FABRIC SHALL BE MRAFl 100 FABRIC OR EQUVAL ENT.
BURLAP CAMOT BE USED WHERE SILT FENCE IS TO REMA4N FOR
A PERIOD OF MORE THAN 30 DAIS.
3. STEEL, POSTS SHALL. BE 5'-0' IN Hmfr AND BE OF THE
SELF-FASTENER ANCLE STEEL TYPE
4. WOOD POSTS SHALL BE 6'-7' IN HEIGHT AND 3'-4' IN DIAMETER,
W,RE FABRIC SHALL BEE FASTENED TO WOODEN POST WTTH NOT
LESS THAN J9 'A-RE STAPLES 1 1/2- LONG.
B4CKFILL W-4 8'
T1OCK LAYER OF GRAVEL.
V-TRENCH
FILTER FABRIC
EXTENSION OF
!F,"NTOO ? TDREN H
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POST
W-am
MAINTENANCE NOTES: I--I
1. FILTER BARR.ERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL A'ND AT LEAST DAILY DURING
PROLONGED RAINFALL ANY REQURED REPAIRS SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME D97FECTIVE PRIOR TO THE END OF THE EJECTED USABLE
LEE AND THE BARRIER STILL ES NECESSARY, THE FABRIC STALL BE REPLACED PROMPLTY.
3. SEDVENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE RMOVED WHEN
DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARR.OL
4. ANY SEDWENi DEPOSITS REUAW NO IN PLACE AFTER THE SxT FENCE OR FILTER LARRER IS NO LONGER
REQUITED SHALL BE DRESSED TO CONFORM WITH THE ECOSTM GRADE, PREPARED AND SEEDED
SILT FENC
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ALL AREAS W/ APPROVED SEED
MIX. COVER ALL SLOPED AREA A
MIN. OF 5' ABOVE SLOPE W/
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NORMAL WATER ELEVATION
TON DEFLECTOR STONE
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HYDRO SEED W/ APPROVED
SEED MIX AND COVER
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ENGINEERING AND TOPOGRAPHIC IN STREAM HYDRAULIC DESIGN
AND BOUNDARY SURVEY DATA PROVIDED BY: PROVIDED BY:
BROOKS AND MEDLOCK ENGINEERING ENVIRONMENTAL SERVICES, INC.
17 ARLINGTON STREET 1456 PATTON AVENUE, SUITE C
ASHEVILLE, NC 28801 ASHEVILLE. NC 28806 G.
[phone] [phone]
CONTACT: SHAWN LYNCH CONTACT: TODD BALL
THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS BEFORE
SUBMITTING HIS BID.
F.
ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 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.
H.
LOCATION OF ALL EXISTING UTILITIES. AS SHOWN HERON, ARE APPROXIMATE ONLY. NO GUARANTEE IS MADE
OR IMPLIED BY THE LOCATION REFLECTED IN THE PLAN. 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.
CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPAN;ES 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
THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD, IT 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.
ROSMAN
OLD ROSMAN
HWY.
FIST FORK
ROAD
SITE
LOCATION MIDDLE FORK Row
VICINITY MAP NOT TO SCALE
w Ai
r^
j^
r .? ??? 3' A? yt Ar
AERIAL
NOT TO SCALE
ENMONMI NTAL
SERVICES, INC.
AIIfC C
ADIEVLM PC
A0 C422M1
10" IRON PIPE
PROTRUDING APPROX.
6' OUT OF RIVERBANI
BUILDING
///0/
Oz4 APR
v 2006
1
1,1r
:I;,?''DSr??RGUgirry 1
•,,lc,i Ttf??^nr J
?7y
I
D
EBRIS
TO BE
REMOVED
-7 1

LEFT EDGE
OF WATER

?1?1 Y
N\

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KEY NOTES
J-HOOK VANES. SEE
SHEET C3 DETAIL #2.
DEFLECTOR STONE NEEDED N
TO STABILIZE BANK TO KEEP I
STREAM IN OLD CHANNEL M?
O SLOPE GRADE ® 2:1. INSTALL
BIO SOCKS PER DETAIL #7
SHEET C5. SEED, FERTILIZE,
AND COVER WITH NORTH
AMERICAN GREEN SC150 OR
APPROVED EQUAL. INSTALL
LIVE STAKES ON A 3'x3' GRID
RESTORATION SITE GRAPHIC SCALE
0 20 40 80
'\'-RIGHT EDGE
OF WATER
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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 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 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.
DESIGN NOTES
APPROXIMATE NORMAL WATER ELEVATION: 1000 FT.
APPROXIMATE BANKFULL ELEVATION: 1003.5 FT,
APPROXIMATE AMOUNT OF ROCK: 40 TONS OF } TO 1 TON STONES.
APPROXIMATE AMOUNT OF FILL REOUIRED: 10 C.Y.
NOTE ALL OUANDRES SHOULD BE VERIFIED BY CONTRACTOR
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CA CAROLINA
BA"TLLL VMTH (Vw)
1/3 1/3 1/3
O ill I+!'h ._
Stone from exlsthg stream _
If avaAable or surge stone
0
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SILL VA a,Xd.E _ 2?
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Scour Pool
Offset surface boulders 1/3 to 12
boulder ekltb back from dosnstreom
face of footkp boulder.
Type I Non-Woven
;uetextZe Fatrt
0
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surge Stone Bouderl Footing Boulder (!f bedrock present
dErectty belo. surface boulder, foatkg
Surface Boulders bou( r sU rot be necrssary.)Plant a minimum of 3 live stakes
rype tNon voven oatng Borders Per square yard where cross vane
Oeotrxtke Fabrk 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.
Cuss-ynrr._ PLA4 yr ENVIRONMENTAL
SERVICES, INC.
I ROCK CRASS VANE
o
A MC
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?l
?C3 NORTH :
03l is - VPCAROLINA Jz-
4ft
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0
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Slope (3%-7%) h ?,..,. ?6
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Bo?l Footing
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. Q
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 ?i rr
REPAIR AREA. rr
THE ROCK CROSS VAINS WILL BE CONSTRUCTED USING A TRACK HOE FITTED Sill
WITH A BUCKET THAT HAS A GRABBER THUMB. THERE WILL BE ONE ACCESS Stone
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.
Bankfull Width (Waw)
rr vr/ i rr ?` .air a

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Bankfull Depth
1
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Stone
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Surface Oand @ denote bankfull
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Boulder vane elevation at head
of vane
CROSS VANE TYPICAL CROSS-SECTION
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Elevation
0.8 x WEKF (Max,)
Gaps between boulders
In 'Hook Portion' approx.
1/2 boulder width
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Sill Scour C
Plant a minimum of 3 live
stakes per square yard
where J-hook ties Into
bankfull elevation. Over a
area defined by approxima eiyftproximate
25 feet upstream and Limits of
downstream of tie-In point Scour Hole
and the sill length.
J-HOOK VANE
Typ
Geo
Point Bar
Surface Boulder
A'
Footing Boulder (If bedrock
present directly below surface
boulders, footing boulder will
not be necessary,)
Gravel Bed -
Bankfull Elevation
Notes
Backflll Around Footing
Stones with Approved
1 Gravel Bed Material,
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r r 1 Depth
r
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Outside Vane Length ' Hook Inside SIR
Sill 1/3 Width Length Varies
J-Hook Section A-A'
ENVIRONMENTAL
SERVICES, INC.
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CONSTRUCTION SPECIFICATIONS
STONE SQE - USE 2' - r FILTER STONE
2. LENGTH - AS EFFECTIVE. BUT NOT LESS THM 50 FEET.
3. THIMESS - NOT LESS THAN 8 INCHES.
4. WIDTH - NOT LESS THAN FULL W9TH OF ALL POINTS INGRESS AND EGRESS
5. WASHING - WHEN NECESSARY, WHEELS SHALL LE CLEANED TO REMOVE SEDO,QTT PRIOR TO ENTRANCE
ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQURED. R SHALL BE DONE ON AN AREA STAB:(lZFD
WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDMENT TRAP OR SEDMENT BASIN. ALL
SEDITENT SHALL BE PREVENTED FROM ENIERM ANY STORM DRAIN. DITCH OR WATERCOURSE THROUGH
USE OF SAND 6AL5. GRAVEL. BOARDS. OR OTHER APPROVED METHODS.
8 MANTERUNCE - THE ENTRANCE SHALL BE MANFANED IN A CONDITION WHICH WTI. PREVENT TRACKING OR
FLDA",NG OF SEDOWEIT ONTO PUBLIC RICERS OF WAY. THIS MAY REQU2ZE PERIODIC TOP DRESSING WITH
ADDITIONAL STONE AS CONDITIONS DUMD MM REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO
TRAP SEDIIETT. ALL SEDIM NT SPITED. DROPPED. WASHED. OR TRACKED ONTO PUBLIC ROM OF WAY
MUST BE REMOVED IMMEDIATELY.
7. FILTER FABRIC SHALL BE WRA ! 500 OR EQUAL
CONS
NTS
SOIL AMMENDMENTS: APPLY LIME AT A RATE OF 2 TON/ACRE
FERTILIZER: 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 ADDITIONAL GRASS TYPES IF DIFFERENT GRASS
TYPES ARE NECESSARY FOR THE CONDITIONS OF THE SITE PER APPROVAL BY
ENGINEER.
GENERAL. NOTES:
1. FENCE FABRIC SHALL BE A WN:UW OF 3Y N V=t
2. FILTER FABRIC SHALL BE MRAA 100 FAMC OR EOUVALMTT.
BURLAP CANNOT BE USED WHEEZE Sl.T FENCE IS TO RELAIN FOR
A PERIOD OF MORE THAN 30 DAYS.
3. SIM POSTS SHALL BE 5'-0' N HEIGHT AND EE OF THE
SERF-FASTENER ANGLE STEEL. TYPE
4. WOOD POSTS SHALL BE 8'-7 IN HEIGHT AND 3'-4' IN DULETER.
WIRE FABRIC SHALL LE FASTENED TO WOODEN POST WITH NOT
LESS THAN {9 WIRE STAPLES 1 1/2' LONG.
BAC*ILL MN 8'
'RICK LAYER OF GRAVEL
FILTER FABRIC
V-TRENCH
FILTER FABRIC
EXTENSION OF
FABRIC AND ME
INTO THE TRENCH
.I
POST
POST
WRE
MANTcc24= NOTES`. H
1. FILTER BARRIERS SWILL ECE INSPECTED IIMEDGTELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL ANY REOUR.cD RFPNRS SHALL LE MADE IMMc'DUUELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECORE INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE
LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPLTY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST M REMOVED WHEN
DEPOSITS REACH APPROXIMATELY HALF THE HEGHT OF THE BARRIER
4. ANY SEDIMENT DEPOSITS RFLALNWO IN PIKE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER
REQUIRED SHALL BE DRESSED TO CONFORM WITH ME EXISTING GRADE, PREPARED AND SEEDED.
ILT FENC
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CUT TOP OF SLOPE TO FILL IN e
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SEAL = NORTH m:
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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
3ET INTO BANK
HYDRO SEED W/ APPROVED
SEED MIX AND COVER
W/ APPROVED EROSION
BLANKET ALL DENUDED AREAS.
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ENGINEERING AND TOPOGRAPHIC IN STREAM HYDRAULIC DESIGN
AND BOUNDARY SURVEY DATA PROVIDED BY: PROVIDED BY:
BROOKS AND MEDLOCK ENGINEERING ENVIRONMENTAL SERVICES, INC.
17 ARLINGTON STREET 1456 PATTON AVENUE, SUITE C
ASHEVILLE. NC 28801 ASHEALLE. NO 28806 G.
[phone] [phone]
CONTACT: SHAWN LYNCH CONTACT: TODD BALL
THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS BEFORE
SUBMITTING HIS BID.
F.
ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 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.
H.
LOCATION OF ALL EXISTING UTILITIES, AS SHOWN HERON, ARE APPROXIMATE ONLY. NO GUARANTEE IS MADE
OR IMPLIED BY THE LOCATION REFLECTED IN THE PLAN. 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.
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
THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD, IT 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 RAVING 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.
m Ao?wi ,rr.
SITE
LOCATION
Kntm:mKm
VICINITY MAP NOT TO SCALE
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AERIAL
NOT TO SCALE
RESTORATION SITE
DENR 1"LATERQU,,1
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CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE SUPERVISION TO PREVENT DAMAGE AND MOVEMENT
FROM EQUIPMENT WORKING AROUND CONSTRUCTION STAKES. THESE CONSTRUCTION STAKES SHALL RETAIN
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 PROPEIRRY
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 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.
\ BUILDING
X1014/
-1013-- -
X1012
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OCS?
-? /
1001006007 /- -
1012- 1
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RIGHT EDGE OF WATER ?\\\\\
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ENVERONM=AL
SERYICE$ INC.
1tx456 m ATTU1 AVOM
A9fVC1L K' Purl{
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LEFT EDGE OF WATER

DESIGN NOTES
APPROXIMATE NORMAL WATER ELEVATION: 1008± FT.
APPROXIMATE BANKFULL ELEVATION: 1012 FT.
APPROXIMATE AMOUNT OF ROCK: 30 TONS OF 3 TO 1 TON STONES
APPROXIMATE AMOUNT OF FILL REQUIRED: 0 FT-3 N
NOTE ALL QUANTITIES SHOULD BE VERIFIED BY CONTRACTOR
X
AREA OF FAILURE

KEY NOTES
J-HOOK VANE. SEE
SHEET C3 DETAIL #2
\ O CROSS VANE. SEE
\ SHEET C2 DETAIL #1
\ /q'ISLOPE GRADE
2:1. SEED,
INSTALL LIVEQUAL.
ERID
FERTILIZE, AND
\ 1 0, ( COVER WITH NORTH
?? 11 `'o AMERICAN GREEN
SC150 APPROYED
-STAKES ON A 3'x3'
.Lj
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APR 1 0 2006
? J ° 0 0
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SNATLLL VIBTH amr)
1/3 1/3 1/3
© I! Ilan. ,_ , •
Optlorab
Stone from ez1vtIng strean
If avo0.able or surge stone

Offset surface boulders 1/3 to 1/2
bonder width back from downstream
face of footing boulder,
0
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Footing
Boulder
CROSS VANE LONGITUDINAL PROFILE
IM
Surge Stone Bouderl Footkg Boulder Of bedrock presents 1
01? i directly below surface boulder, footlnpll_.]
Surface Boulders boulder w0.1 not be necessary)
Plant a minimum of 3 llve stakes
rype l Norrvaven ooting Boulders per square yard where cross vane
Gwtextae Fabric ties Into bankfull elevatlon (both
sides of vane), over an area
deflned by approximately 25 feet
upstream and downstream of tle-In
point and the sill length,
CRIM-MLE PLAN VMV ENVIRONMENTAL
RACK CRASS VANE SERVICES, INC.
1
SCALD Nis
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.
-f-7
Max. Riffle 0
Bankfull Depth
Sill
Stone
NOTE:
Qand @ denote bankfull
BSurfoulderace Footing elevatlonjO and© nark
Boulder vane elevation at head
of vane
CROSS VANE TYPICAL CROSS-SECTION
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Plant a minimum of 3 live
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where J-hook ties Into
bankfull elevation. Over a
area defined by approxlmn elyApproxlmate
25 feet upstream and Limits of
downstream of tie-In point Scour Hole
and the slit length.
J-HOOK V
Bankfull /
Elevatlon
0,8 x WMT (Max.)
Type I Nan-Wove
Gaps between boulders Geotextlle Fnbrlc
In 'Hook Portion' approx.
1/2 boulder width
I
Point Bar
Surface Boulder
A'

Footing Boulder (If bedrock
present directly below surface
boulders, footing boulder will
not be necessary.)
Gravel Bed
Bankfull Elevation Outside
Slit
Notes
Backflll Around Footing
Stones with Approved
Gravel Bed Material.
vet.
ooting Boulde
A
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77. Max. Bankfull
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1/3 Width Length Varies
J-Hook Section A-A'
ENVIRONMENTAL
SERVICES, INC.
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PROVIDE APPROPRVJE TRANSITION
?iri4F21 S1ABL= CONSTRUCTION
(]Ni1RANCE AM PUSUC RMIT OF PAY
CONSTRUCTION SPECIFICATIONS
1. STONE SIZE - USE 2' - 3' FILTER STONE
2. LENGTH - AS EFFECTNF- BUT NOT LESS THAN 50 FEET.
3. TKCONESS - NOT LESS THAN 8 INCHES.
4. W=TH - NOT LESS THAN FULL WlITH OF ALL PONES INGRESS AND EGRESS
5. WASHING - WHEN NECESSARY. WHEELS SHALL BE CLEANED TO REMOVE SEDUENT PRIOR TO ENTRANCE
ONTO PUBLIC RIGHT OF WAY. WHEN WASHIM IS REQURE). R SHALL BE DONE ON AN AREA STA =
WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDJMENT TRAP OR SEDIMENT BASH. ALL
SEDIMENT SHALL BE PREVENTED FROM DNTER"NG ANY STORM DRAIN. DITCH OR WATERCOURSE THROUGH
USE OF SAND BAGS, GRAVE„ BOARDS, OR OTHER APPROVED METHODS.
& MAINTENANCE - THE ENTRANCE SHALL BE UA'NTAINED IN A CONDITION WHICH WIL PREVENT' TRACKING OR
FLOWING OF SEDWENT ONTO PUBUC MGM OF WAY. THIS MAY REOURS PERIODIC TOP DRMM WITH
ADDNIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USE) TO
TRAP SEDIMENT: ALL SEDIMENT SPILLED. DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS OF WAY
MUST BE REMOVED OMMEDIATELY.
7. FILTER FABRIC SHAD. BE MIRAET 500 OR EO=N.
CONSTRUCTION EN
SCALES NTS
SOIL AMMENDMENTS: APPLY LIME AT A RATE OF 2 TON/ACRE
FERTiUZER: 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 ADDITIONAL GRASS TYPES IF DIFFERENT GRASS
TYPES ARE NECESSARY FOR THE CONDITIONS OF THE SITE PER APPROVAL BY
ENGINEER.
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03161
'??I?II III III?I1?,?s Y• pG
GENERAL NOTES:
1. FENCE FABRIC SHALL BE A MINDMUM OF 32' N WIDTH.
2. FILTER FABRIC SHALL BE MRAF1 100 FABRIC OR EOUNA ENT.
BURLAP CANNOT BE USED WHERE SIT FENCE iS TO REMAIN FOR
A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0' N HEIGHT AND BE OF THE
SELF-FASTENER ANGLE STEEL TYPE.
4. WOOD POSTS SHALL BE 6'-7' IN HEIGHT AND 3'-4' IN DIAMETER.
WIRE FABRIC SHALT. BE FASTENED TO WOODEN POST WITH NOT
LESS THAN {9 W-.RE STAPLES 1 1/2' LONG.
BACKFILL MN 8'
M'CK LAYER OF GRAVEL
FILTER FABRIC

V-TRENCH
FILTER FABRIC
EXTENSION OF
FABRIC AND WORE
INTO THE TRENCH
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1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURNG
PROLONGED RAINFALL ANY REOU,RED REPAIRS SHALL BEE MADE ILOMEDEATELY.
2 SHOULD THE FABRIC DET011POSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE
LIFE AND THE BARKER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROUPLTY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM E1ENT. THEY MUST BE REtO1'ED WHEN
DEPOSERS REACH APPROXDUTELY HALF THE HEIGHT OF THE BARRIER.
4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FLTER SAR(M IS NO LONGER
REGURFD SHALL BE DRESSED TO CONFORM WITH THE EXMI NG GRADE, PREPARED AND SEEDED.
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CUT TOP OF SLOPE TO FILL IN
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SEED AND FERTILIZE
ALL AREAS W/ APPROVED SEED
MIX. COVER ALL SLOPED AREA A
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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
ET INTO BANK
HYDRO SEED W/ APPROVED
SEED MIX AND COVER
W/ APPROVED EROSION
BLANKET ALL DENUDED AREAS.
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A.
ENGINEERING AND TOPOGRAPHIC IN STREAM HYDRAULIC DESIGN
AND BOUNDARY SURVEY DATA PROVIDED BY; PROVIDED BY:
BROOKS AND MEDLOCK ENGINEERING ENVIRONMENTAL SERVICES, INC.
17 ARLINGTON STREET 1456 PATTON AVENUE, SUITE C
ASHEVILLE. NC 28801 ASHEVILLE. NO 28806 G.
[phone] [phone]
CONTACT; SHAWN LYNCH CONTACT: TODD BALL
THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS BEFORE
SUBMITTING HIS BID.
F.
ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 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
CAIN ER.
H.
LOCATION OF ALL EXISTING UTILITIES, AS SHOWN HERON, ARE APPROXIMATE ONLY. NO GUARANTEE IS MADE
OR IMPLIED BY THE LOCATION REFLECTED IN THE PLAN. R IS THE CONTRACTORS RESPONSIBILITY TO VERIFY
THE TYPE, SIZE AND LOCATIONS OF ALL UTILJTIES 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.
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
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.
B.
C.
D.
E.
F.
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 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 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.
IlFY NnTPq
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CROSS VANE. SEE
8
DEBRIS TO BE REMOVED
,ff„",„„
"
J- SHEET C2 DETAIL #1.
"
'
SITE
0
24
SYCAMORE
LOCATION
o
DEFLECTORSTONES To
.c= pm one PREVENT FURTHER ER OSION

(D STONES TO PROTECT
TREE ROOTS 10 LEFT EDGE OF WATER
® BRIDGE
11
RIGHT EDGE OF WATER o6 -?

05 BANK FAILURE
lo? SLOPE GRADE ®2:1. SEED,
06 GRAVEL DRIVE FERTILIZE, AND COVER WITH
NORTH AMERICAN GREEN SC150
VICINITY MAP o7 FOOTBRIDGE OR APPROVED EQUAL. INSTALL
'
'
NOT TO SCALE LIVE STAKES ON A 3
x3
GRID
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+ a ''t s??.r' I
,I
RESTORATION SITE
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ENMON EENTAL
SZIMCM. INC.
ITS PATT711W1;
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AMIEVL" AOc em"' asm owl
DESIGN NOTES
APPROXIMATE NORMAL WATER ELEVATION: 1015} FT.
APPROXIMATE BVNKFULL ELEVATION 1021 FT,
APPROXIMATE AMOUNT OF ROCK: 20 TONS OF I TO 1 TON STONES
APPROXIMATE AMOUNT OF FILL REQUIRED 0 Fr-3
NOTE. ALL OUANTITIES SHOULD BE VERIFIED BY CONTRACTOR
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APR j 0 2005
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GRAPHIC SCALE
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03]61= CAROLINA :z
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If ava dwe or surge stone - boulder width back from downstream ? ?y 9s9? i•
O face of footing boulder.
TypeI i.rVovrn ?''? Y ,ewV P-Q_,_ 1' _..
II : 'ueatrxtxr Fahrk 11111I1II1111`[6 w F" o
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SILL VA ANGLE Elevation a n o
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Surface y
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SILL
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MNE a0a Q?i.J 'z
Surface / ,??,
Surge Stone Boulder Footing Boulder (if bedrock present
directly below surface boulder, footing r J
Surface Boulders balder r4 not be necessary.) Vane APR? 2066 ® J O n (9
Slope (3%-7%) B O DE?'f? a a
/? l, 'lJ pp N
Plant a minimum of 3 flue stokes / C ?icR QU 0 N (7 N
Typ I Hon vaven per square yard where cross vane AIITY W Z e ro
ooting Boulders G
ra-
Gotextsw fabric ties Into bnnkfull elevation (both CU
' N m
sides of vane), over an area m U e
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defined by approximately 25 feet 111 W R N
upstream and downstream of tie-In \ ?\\ \ \ G 4
point and the sill length. / \ Z G d ii
cuss-vArrr PLAN vt ENVIRONMENTAL r. 0 ri
SERVICES, INC. Footing c
ROCK CROSS VANE
1 SCALD NTz
Boulder CROSS VANE LONGITUDINAL PROFILE
M
PROPOSED REPAIR METHODS
C
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MATERIALS REQUIRED FOR THE REPAIRS WILL BE STOCK PILED AT THE SITE (-
BEFORE WORK IN THE WATER WILL COMMENCE. THIS WILL MINIMIZE THE TIME !_-7 w o (A
THAT THE EQUIPMENT IS IN THE WATER BY NOT HAVING TO WAIT FOR Bankfull Width (W?) 0 z J
MATERIALS. THESE STOCK PILE AREAS WILL BE SURROUNDED BY A SILT Q
Max, Riffle a
FENCE TO MINIMIZE ANY SEDIMENT RUNOFF FROM THE STOCK PILE. w Bankfull Depth Q W
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 in n. o Z
REPAIR AREA. j a. N p
THE ROCK CROSS VAINS WILL BE CONSTRUCTED USING A TRACK HOE FITTED Sill 0
WITH A BUCKET THAT HAS A GRABBER THUMB. THERE WILL BE ONE ACCESS Sill Stone U W
POINT FOR EACH ROCK CROSS VAIN, ALONG THE REPAIR BANK, WHERE THE Stone Z Q o 0
TRACK HOE WILL ENTER AND EXIT THE WATER. IN DEEPER SECTIONS THE NOTE: ° W
TRACK HOE WILL BE WORKING OFF THE ROCKS PLACED FOR THE CROSS z
®nnd Qdenote bankfull }
VANE. THIS EQUIPMENT WILL ABIDED TO THE REQUIREMENTS OF THE B
Surfacel oulder Footing elevatlonj Q and© nark z 0
NATIONWIDE PERMIT THAT HAS BEEN ISSUED FOR THIS SITE. THE ACCESS Boulder vane elevation at head a
POINTS WILL BE HAY MULCHED EACH EVENING DURING THE REPAIR WORK TO of vane z
MINIMIZE ANY SEDIMENT RUN OFF FROM A RAIN EVENT THAT MY OCCUR CROSS VANE TYPICAL CROSS-SECTION J
DURING THE NIGHT. z
2
ALL AREAS THAT ARE DISTURBED BY THE REPAIR WORK WILL BE STABILIZED °
BY FERTILIZING, SEEDING AND COVERING WITH JUTE MESH AT THE END OF Sheet No.:
THE REPAIR.
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031615 ` s -
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Type I Non-Woven
Geotextile Fabrlc,
Gravel from existing stream If
available or crushed staff
Woody Riparian
Vegetation
A

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

Type I Non-Wovel
Geotextile Fabric
/ Point Bar
Surface Boulder
Gravel
/ A' H
Footing Boulder (If bedrock
present directly below surface
boulders, footing boulder will
not be necessary.)
Gravel Bed
Bankfull Elevation Outside
Notes
Backfill Around Footing
Stones with Approved
Gravel Bed Material,
?= NORTH .r*1
I ` CAROLINA iz
a? ?Rr'i _a2??o
PD
r.
ooting Boulder
APR 1 0 2006 r?J
Bankfull Width (W?KF )
'
Approx. 1/2 Boulder Wldt Point Bar.
7/ %
Max, Bankfull
r r
r r Depth
r
r r r,
r r
r r r r
Vane Length ' Hook Inside Sill
1/3 Width Length Varies
J-Hook Section A-A'
ENVIRONMENTAL
SERVICES, INC.
SCALES NTS
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Gaps between boulders
In 'Hook Portion' approx.
1/2 boulder width
Scour ole
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PROME APPROPRUTE TRANSIION
SEMEN SfAOLM CONMUCTgH
EKrRMM AM Kg= RQNf OF r"
CONSTRUCTION SPECIFICATIONS
STOLE SIZE - USE 2' - 3' FILTER STONE
2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
3. THICKNESS - NOT LESS THAN 8 INCHES.
4. W'DTH - NOT LESS THAN FULL WD'TH OF ALL POINTS INGRESS AND EMRESS.
5. WASLCNO - kWEN NECESSARY. WHEELS SHALL BE CLEANED TO REMOVE SEDIMM PRIOR M ENTRANCE
ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REOIP.RED. R SHALL BE DONE ON AN AREA STA91
1ZED
WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDSIENT TRAP OR SED.Wetr BASIN. ALL
SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN. DITCH OR WATERCOURSE THROUGH
USE OF SAND BAGS, GRAVEL. BOARDS. OR OTHER APPROVED METHODS.
& MAINTENANCE - THE ENTRANCE SHALL BE UiNNTA'NED IN A CONDITION WHICH WILL PREVENT TRACIONO OR
FLCW",NG OF SEDWENT ONTO PU3UC RIGHTS OF WAY. THIS MAY REDURE PERIODIC TOP DRESSING WITH
ADDITIONAL. STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED. OR TRACKED ONTO PUSM RIGHTS OF WAY
MUST BE REMOVED I1111ED9ITELY.
`1,111111111/??
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031615
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of It NORTH am
QA CAROLINA=,
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GENERAL
1. FE24CE HQiES FABR C SHALL A IZN MUM OF 32' IN YI'DT1N 1? J L;:;1 1J 1
2 FILTER FABM SHALL BE MRAA 100 FABRIC OR EQUIVALENT.
BURLAP CANNOT BE USED WHERE SLT FENCE IS TD RE]IAIN FOR
A PERIOD OF MORE THAN 30 DAYS. APR 1 u 2006
3. STEEL POSTS SHALL BE 51-0' IN HEIGHT AND BE OF THE
SELF-FASTEXR ANGLE STEEL TYPE CEi;li-6;','TcR QLIALITY
4. WOOD POSTS SHALL BE 8'-7' IN HEIGHT AND 3'-4' IN
DWL`TFR?n?''=9S/dlaSTC ;!,'L;? RcP"ySN
WIRE FABRIC SHALL BE FASTEN'M TO WOODEN POST WITH NOT
LESS THAN J9 WRE STAPLES 1 1/2' LONG.
EIACKFlLL MIN 8'
THCK LAYER OF GRAVEL
7. FILTER FABRIC SHALL BE LCRAFI 500 OR EDUAL VARIABLE AS D.RECTED
?BY THE ENGINEER FILTER FASMC I POST
Q' - r
CE
SCALD INTS
SOIL AMMENDMENTS: APPLY LIME AT A RATE OF 2 TON/ACRE
FERTILIZER: 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 ADDITIONAL GRASS TYPES IF DIFFERENT GRASS
TYPES ARE NECESSARY FOR THE CONDITIONS OF THE SITE PER APPROVAL BY
ENGINEER.
V-TRENCH J
FILTER FASMC POST
EXTENSION OF
FASMC AND N'RE
INTO THE TRENCH
'AM
MAINTENANCE NOTES. H
1. FILTER BARRIERS SHALL EE INSPECTED IMMESUTELY AFTER EACH RAINFALL AND AT LEAST DULY DURING
PROLONGED RAINFALL ANY R=..RFD REPAIRS SHALL BE MADE DAZEDATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOIC INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE
LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPLTY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST 13E REMOVED WHEN
DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER.
4. ANY SETRILENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER
REOURED SHALL EE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED.
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ALL AREAS W/ APPROVED SEED CAROLINA
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SCALES NTS
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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
'ET INTO BANK
HYDRO SEED W/ APPROVED
SEED MIX AND COVER
W/ APPROVED EROSION
BLANKET ALL DENUDED AREAS.
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ENGM09M AND TOPOGRAPHIC N STREW HYDRAULIC DESIGN
AND BOUNDARY SURVEY DATA PROIDED BY, PROVIDED BY:
Ep OOIC3 AND UEDLOCK ENGNEEFDNG ENVRONEUE 7AL SERVICES, INC.
17 AFtLINGTON STREET 1456 PATTON
NO 2WOi AASHEVILLE, NO AVENUE, SUITE C
212-4700 (M 231-0811
CONTACT* SHAWN LYNCH CONTACT: TODD BALL
THE CONTRACTOR SHALL VISIT THE STIE AND FA AMEE MISEF WITH THE EXISTING CONDITIONS ESEFdRE
ANY CONTRACTOR PER FICIRIM WORK ON THOS PROJECT SHALL FAL' IARME HUSEIF WIN THE JOB SITE AND
LOCATKN OF ALL EXSIINKL FACSITiES AND UNDERGROUND UTLTIL4 SHOWN OR NOT SHOWN ON THESE
PLANS. THE CONTRACTOR W!LL BE UNIATERALLY RESPONSBLE FOR ANY DAMAGE DONE TO EXISTING
FAC UTIS AND UNDERGROUND UTLDitES THAT ARE SHOWN OR NOT SHOWN ON THESE PLANS; AND IF
SHALL BE REPAM OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO COST TO THE
OWNM
LOCATION OF ALL D25TING UTLn= AS SHOWN HERON, ARE APPROXUATE ONLY. NO GUARANTEE IS MADE
OR IIAPUED BY THE LOCATION REFLECTED N THE PLAN. R S THE CONTRACTORS RE5PONS3M TO VERIFY
THE TYPE, SEff AND LOCATIONS OF ALL UTLRSS AND OTHER FEMEZES WHICH UAY EFFECT CONSTRUCTION
OR THLE CFTERIP'cD mcnoN OF THE 'L CONTRACTOR SHALL NOTIFY ENG_"!E R PFIOR TO
CONSTRUCTION F EXETCYJ CONOTONS DETER FP,OU THAT LN=TED N THE PLATS.
CONTRACTOR SHAW. COOP,i>•WTE WITH TiE PROPER un m COLNPAT'S AND GOVERN10fr ACMK= PR*R
TO COME1COOff OF WORK TO LOCATE ALL EXISTING UTILITIES. CONTRACTOR IS RFSPONSD(E FOR THE
PROTECTION OF UNDERGROUND UTILITIES AND THEII APPURTENANCES TO RELAH ON SITE FROU DAUAG'E
DUR! NG CONSTRUCTION OPERATIONS PROVDE SH OR:NG AND OTHER METHODS OF PROTECTIONS AS NEEDED
TO ENSURE THE CONDITION AND OPERATION OF THOSE UTILITIES TO REIM&C
THE E== HAIL NOT S CONTiNU OLMY PRESENT N THE FEUD, R S S'FCFiCALLY UNDERSTOOD THAT
HE DOS NOT UltDMAKE NOR ASSUALE AY OM=THaN FOR S PEEMON OF CONSTRUCTION. SAFETY
H.ASUILE.S TALON DUR*W THE COURSE OF CON!STRUCTM P=F`O?Y FOR SCHEDULING THE WORK FOR
NSUR W COLIPLETE COHPLW= WITH THE CONTRACT DDGBLcNTS A D OR ALL CODE F'EDU.RELE T% RILES
AND FECULAiON OF ANY PULLIC OR PR.IFATE ATIMUTY HA1^93 JURZOICTION OVER THE WHOLE OR ANY
PART OF THE WORK. N ADD"K THE E (MEM NETHER UNDERTTOS, ASSULMS NOR GUARANTEES THE
WORK AD/OR PUTOIRLMCE OF THEE CONTFACTM
Srre
LOCATION
ROSMAN NWT.
FORK ROAD
VICINITY MAP
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4 M?
X
AERIAL NOT TO SCALE
M CONTRACTOR SHALL BE RESPONS9I.E FOR ADEQUATE SUPERVEION TO PREVENT DAMAGE AND UOVEIUENT
FROM EDUPUENT WORKI D AROUND CONSTRUCTION STAKES. THESE CONSTRUCTION STAKES SHALL RE IM
IN PEACE AND BE PROTECTED UNTIL OWNER APPROVES OF THEIR REMOVAL ANY STAKES THAT HAVE BEEN
DISPLACED AS A RESULT OF CONSTRUCTION ACTNTTY ARE TO EE REPLACED EY A LICENSED LAND SJRV'E1QR
ENGAGED BY THE CONTRACTOR AT NO COST TO THE OWNER
F. APPROVAL OF 11-CS PLAN IS NOT AH AUTHORIZATION TO GRADE ON AD14MU PROPEIMM WHEN FIELD
CONDITIONS WARRANT OFF SITE CRAOM PERIL55C.N IGAT BE OEMNED FROU THE AFFECTED PROPERTY
OWNERS.
G. BUHNCNO OF DEEIR!S ON OR NEAR THE JOB S(TE W7L NOT BE PERMTrrED. DEI3RS AND NATUWL THAT IS
REVOYED FROU THE SITE SHALL E DxSPOSED OF AT AN APPROVED PERVLTTED DEPOSAL SQE
H. FILL UATERAL(F RRaKME I) TO TEACH PROPOSED WADES AS SHOWN SHALL BE SECURED AND TRUCKED
FROM AN APPROPRIATELY PQt6R1TED BORROW SITE
L ALL FILL UATERIAL SKULL BE COLIPACTED TO 9= PER ASTL D eg&
J. UPON COLIPLEUON OF THE WARM THE CONTRACTOR SHALL CLEAN THE DM E SITE OF ALL CONSTRUCTION
RELATED YATERIAI. OR DEB MS TO THE OYMEYS SATISFACTION.
K. THE CONTRACTOR SHALL RESET ALL UAN3HOLE COVERS, CATCH BASN GRATES AHD ANY OTHER UTILITY
ACCESS COVERS TO MCSH PA ENT, SDE1" X OR UNDSCAPE GRADE.
L ALL E)CSR`P.i PAVEIE{T AND CONCRETE TO CE JO."F.D SHALL EE SAWCUT.
N. ALL ENTRANCES FROU PAVED ROADS SHALL EE PROTECTED BY A CONSTRUCTION ENTIWWS SEE DETAS
SHEET FOR DEAL OF A CONSTRUCTION EIRUNWE.
N. AL STOCK PPE OR STAG"NO AREAS SHALL E AT A WaAM PROTECTED BY A SIT FENCE SURROUNDM
THE AREA MTH THE EXCEPTION OF THE ACCESS TO THE UATERIAL EENG STOCK PILED OR STAGED. SEE
THE SLT FENCE DETAL ON THE DETAL SHEET FOR @STALLATION AND TYPE OF FENCE TO CE IISED
LEFT EDGE OF
SLOPE GRADE 0 2:1. SEED, WATER
FERTILIZE, AND COVER WITH
NORTH AMERICAN GREEN - - - -
SC150 OR APPROVED EQUAL
INSTALL LIVE STAKES ON A?? I gyr E?
3'x3' GRID , p?'
TWO POWER POLES W1 u
GUIDE ANCHORS
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CAROLINA
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ENMONTLENTLL
SERVICES, INC.
1456 MT771 WDIE
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AUE\'11C. IE 29M
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DEFLECTOR ARM `1 '
SEE DETAIL #2 SHEET C4
(TYPICAL)

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i TOP OF BANK
/
RESTORATION SITE AREA A
RIGHT EDGE OF
WATER

/
DESIGN NOTES
APPL =M= NO ]L4 T= MEVAMW ¢31 t FT.
APPF'A%1 M AlXW OF FIOCX 30 TONS OF I TO 1 TON MDi M
AAPPFOXWOE AYOUfT OF ILL FMZt' R 0 FT" 3
NOM ALL Q UVaM SM I D CE VEIMM RY CONRA M
GRAPHIC SCALE
mmmm=mmooll
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1'= 40'
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APR 1 0 2006
DENR-Vit'jER CU,"LITY
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THRO GH?THIS SECTION / ??
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982
DEFLECTOR ARM
SEE DETAIL # 2 SHEET
C2
TOP OF BANK
1
ENVIRONMENTAL
SERVICES, INC.
1456 PATTEN AVENGE
SUITE C
ASHEVILLE, NC 26806
PHONE (628) 254-Cell
r?
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9 G13
\\ ?? APR 1 0 2006
, •,TERE,'?,?CH
Q4? VIES S o old P?? MED<p
N 40 M y " C-:) C'
4 s _ t0 ?
316 5 :? NORTH Z?
CAROLINA
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aV) Y N ) a
RIGHT EDGE OFa a a
WATERS a o i o
11
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LEFT EDGE OF
WATER
RESTORATION SITE AREA B GRAPHIC SCALE
0 10 20 40
1'a 20'
A. ENM%IEERM AND TOPOGRAPHIO IN STREAM HYDRAULIC DESIGN
AND BOUNDARY SURVEY DATA PROM D BY: PROVIDED BY:
BROOKS AND IEDLOCK ENCMEEI :10 ENVIRONMENTAL SERVICES, INC.
17 NdAlCiDN STREET 1486 PATTON AVEIM SUITE C
ASHEVLLE, NO =2101 ASHIEVILLE. NO 23W5
COHf 232-SHWRN 4700 LYNCH A COATLT: TODD 251--0611
ALT: BALL
EL THE CONTRACTOR SHALL VSTT THE SITE AND FALCLIA4¢E H5t'.#]F WITH THE E)CS11NG CONDITIONS CfFU E
SUBNNRNO KRIS E XL
C. ANY CONTRACTOR PERFOMIING WORK ON THOS PROJECT SHWA FAMSJARQE HwmF WITH THE JOD SITE AND
LOCATION OF ALL EXISTING FACILITIES AND UNDERGROUND UNITIES SHOWN OR NOT SHOWN ON THESE
PLANS. THE CONTRACTOR WILL BE UNILATERALLY RESPONSE FOR AK DAMAGE DONE TO EXISTING
FACtIT1ES AND UNDFRGR U D LILIES THAT ARE SHOWN OR HOE SHOWN ON THESE PLANS; AND F
DAMAGED, SHALL KE RFPARM OR REPLACED TO THE SAitSFAcnm OF TKE C Nm AT NO COST TO THE
OWNER
D. LOCATION OF ALL EJGSTRG UTlr= AS SHOWN KERON, ARE APPROXIMATE ONLY. NO GUARMTEE IS WOE
OR IMPLIED BY THE LOCOON REFLECTED IN THE PLAN. IT IS THE CONTRACTORS RESPOtS311iY TO VFRFY
THE TYPE: SIRE AND LOCATIONS OF ALL UTiLITI S AND OTHER FEATURES WHICH MAY EFFECT CONSTRIICITON
OR THE WENDED FUNCi)ON OF THE DESIGNL CONTRACTOR SHALL NOTIFY ENOMER PPJOR TO
CONSTRUCTION IF E)=NG CONDITIONS DEFER FROM THAT INDICATED IN THE PLANS
E. CONTRACTOR SHALL COORDiLITE WITH THE PROPER UTILITY COMPAN= AND GOVET88ENT AGENCIES PRIOR
TO CdIENCEYENT OF WORK TO LOCATE ALL E)=M UIL M CONTRACTOR IS RESPCNSLE FOR THE
PROTET.IM OF UNDERGROUND U TILIT ES AND THEIR APPURTENANCES TO REMAIN ON SITE FROM DAMAGE
DURING CONSTRUCTION OPERATIONS. PROVIDE SHOR410 AND OTHER METHODS OF PROTECTIONS AS NEEDED
TO ENSURE THE CONDITION AND OPERATION OF THOSE UTILITIES TO RERAN.
F. THE ENGNEER WILL NOT BE CONDNUOUSLY PRESENT N THE F MA R IS SPECIFICALLY UNDERSTOOD THAT
HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR SUPFRYMON OF CONSTRUCTION. SAFETY
MEASURES THEN DURING THE COURSE OF CONSTRUCTION, RESPONSIBILITY FOR SCHEDULING THE WORK FOR
M31M O COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE REIMS E1NM RULES
AND REGULATION OF ANY PLUM OR PRYATE ALITHMTY HAVING JURISDICTION OVER THE WHOLE OR ANY
PARE OF THE WORN. N ADDITION, THE E KW4EER NEITHER UNDERTAKES. ASSN NOR GUARANTEES THE
WORK AND/OR PERFOMAANCE OF THE CONTRACTOR.
O, CONTRACTOR SHALL LE RE90?531.E FOR ADEDUATE SUIPO DOlN TO PREVEM DAMAGE AND LKh SMU
FROM EDVPIME T WORKING AROUND CONSTRUCTION SLAKES. THESE CONSTRUCTION STAKES SHALL Raw
IN PLACE AND BE PROTECTED UNTIL OWNER APPROVES OF THEIR ROADVAL ANY STAKES THAT HAVE BEEN
DRSPIACED AS A R_9S1LT OF CONSTRUCTION ACTIVITY ARE TO BE REPLACED BY A LICENSED LARD SURVEYOR
ENGAGED BY THE CONTRACTOR AT NO COST TO THE OWNER.
F. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPEKTIM WEN FM D
COCOA WAMWT OFF SITE GRADNO PERMISSION MUST EE OBTAaED FROM THE AFFECTED PROPERTY
D. BURNM OF DEBRIS ON OR NEAR THE JOB SITE nL NOT EE POUTTEM DOM AND MATERIAL THAT IS
REIJOVEU FROM THE SITE SHALL CE DSPOSFD OF AT AN APPROVED POWTID DISPOSAL SITE.
H. FILL MATOWL (IF MCI ?D?D) TO REAM PROPOSED GRADES AS SHCAN SHWA. BE SEA AND MUCKED
FROM AN APPP"RIATELY PEYLzTTID DONZ m SITE
L ALL FILL MATERIAL SWIM. ES COUPALTFD TO 2= PER ASTM D eM
J. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL CONSTRUCTION
RELATED MATERIAL OR DEBRS TO THE OWNER'S SATiSFACTi *L
K. THE CONTRACTOR SHALL RESET ALL MA HOLE COVERS, CATCH BASIN GRATES AND ANY OTHER UTIUiY
ACCESS GOWNS TO FN9N PAVEMENT, SIDEWALK OR LANDSCAPE GRADE.
L ALL D=INO PAVENPNT AND CONCRETE TO BE JM4ED SHAT. BE SAM@CUT.
M. ALL ENTRANCES FROM PAVED ROADS SHALL BE PROTECTED BY A OONSTRUCT10N ENTRANCE SEE DETAL
SHEET FOR DELL OF A CONSTRUCTION ENTRANCE
N. ALL STOCK PIPE OR STAGM AREAS SHALL BE AT A W29MM PROTEOiID BY A SLT FENCE SURROUNDING
THE AREA WITH THE EXCE TION OF THE ACCESS TO THE MATEMtD1 BEING STOCK PIED OR STAGED, SEE
THE SILT FENCE DETAL ON THE DEFA1. SHEET FOR INSTALLATION AND TYPE OF FENCE TO BE USED.
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cbvctty alos amen halder,'°°tNp
Surface Botlders anld?r Kl not he nvns
Plant n mhhxm of 3 Uve stakes
,-v „ per square ynrd shore c
T nctee Feat ross var&
ties hto bnnkfull elevation moth
sides of vnne), over an area
defined by npproxhately 23 feet
upstream and and the s1U length
LPRSS-VAk_ PLAN VIEW If..: /f SE?CES¢INC?
1 ROCK CROSS VANE
V SUIE Nit
Footing
Boulder
APR 0 2006
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031615 =
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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.
Bankfull Width (WDT)
O
Sill
Stone
Sill
Stone
U \% NOTE
Surface ®and @ denote bankfull _j/ Boulder Footing elevatlonj Q and(g) Mark
Boulder vane elevation at head
of vane
CROSS VANE TYPICAL CROSS-SECTION

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o= NORTH rn
CAROLINA ;?

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Type I Non-Woven
Geotextlle Fabrlc,
Gravel from existing stream If
available or crushed stone-__
Woody Riparian
Vegetatlon--<
A

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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 elyApproxlmate
25 feet upstream and Limits of
downstream of tie-In point Scour Hole
and the sill length.
J-HOOK VANE

-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.
z
If
Outside Vane Length ' Hook I Inside Sill
silt 1/3 Width Length Varies
J-Hook Section A-A'
ENVIRONMENTAL
SERVICES, INC.
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Bankfull o Surface Boulders
Elevation
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Type I Non-Wov `0 V i `~
Geotextlle Fabric Footing Boulder P
Gaps between boulders
In 'Hook Portion' approx. APR 1 0 2006
1/2 boulder wid
l CENR S"JATtR QUALITY
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Point Bar

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Surface Boulder
Bankfull Width (Ug? )
Approx. 1/2 Boulder Wldt Point Bar.
Fc Max. Bankfull
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EHTPMM AND PLOW ROT OF WAY
CONSTRUCTION SPECIFICATIONS
1. STOA= SIZE - USE 2- - 3' FILTER STONE
2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 50 FEEL
3. TF CMM - NOT LESS THAN 6 INCHM
4. Y.=M - NOT LESS THAN FULL WTDRL OF ALL POINTS INGRESS AND EGRESS.
5. WA.SHM - Y.HEN NECESSARY. WHEELS SNAIL. BE CLEANED TO REMOVE SEDIM9 PRIOR TO ENTRANCE
ONTO PUBLIC ROIT OF WAY. WHEN WASHING IS RESL RED, R SHALL BE DONEE ON AN AREA STAB:UZED
WITH CRUSHED SON--- WHICH DRAMS INTO AN APPROVED SEDOLENIT TRAP OR SEDDLENT BASIL ALL
SEDWEHT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH
USE OF SAND BAGS, GRAVEL, BOARDS, OR OTHER APPROVED WETHODS.
8. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED N A CONOTTION WHICH WILL PREVENT TRACKING OR
FLOWING OF SEDIUENT ONTO PUBLIC RIGHTS OF WAY. TH5 MAY REOUIRE PERIODIC TOP DRESSING W IM
ADOnX*LAL STDNE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUr OF ANY UEASLrr= USED TO
TRAP SED3.'E.NIT. ALL SED3109 SPUED, DROPPED, W.ASNED, OR TRACKED ON110 PUE'LLO MGM OF WAY
MUST EE REMOVED iM EVATELY.
7. FILTER FABRIC SHALL BE WRAA 500 OR EQUAL
CONSTRUCTION ENTRA
NTS
SOIL AMMENDMENTS: APPLY LIME AT A RATE OF 2 TON/ACRE
FERTILIZER: APPLY AREA WITH A 17-17-17 (TRIPLE 17) OR APPROVED EQUAL
MIX AT A RATE OF 400 LSS/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 ADDITIONAL GRASS TYPES IF DIFFERENT GRASS
TYPES ARE NECESSARY FOR THE CONDITIONS OF THE SITE PER APPROVAL BY
ENGINEER
SEED MIX
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GENERAL NOTES` l ! C 1/] 1 -)
1. FENCE FA` IO SHALL BE A U;,N;MUM OF 32' M W"DTH. ! Vo ._,j ? f 1
2. FILTER FABRIC SHALL BE WRAFL 100 FABRIC OR EQUNALENT.' {;}fi
BURLAP A PERIOD OF MORE THAN 30 DAY& CANNOT B I WERE Sir FENCE IS M REJLA.'N FOR APR
1 O ZOOS
3. STEEL POSTS SHALL BE 5'-W IN HEIGHT AND BE OF THE
SELF-FASTENER ANGLE STEEL TYPE ?ENf? -1','A1EP, OUr,Li7Y
4. WOOD POSTS SHALL Ew 8-7' N HEIGHT' AND 3'-4- M
WIRE FAEM SHALL BE FASTENED TO WOODEN POST WTTH NOT
LESS THAN J9 WEE STAPLES 1 1/2- LONG.
BACKFTIL UM 8-
7H1CK LAYER OF GRAVEL
FILTER FABRIC 1 U I r POST
V-7R.E1 JCH -1
FILTER FABRIC POST
EXTENSION OF
FABRIC AND WRE
INTO THE TRENCH
WEE
UA'NTENwkE NOTES 1-=-?
1. FILTER BARRT7M SHALL BE INSPECTED iWEDATELY AFTER EACH RAINFALL AND AT LEAST DALY DURING
PROLONGED RAINFALL ANY REWRED REPAIRS SHALL BE MADE IMhlEDLATELY.
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 PROUPLTY.
3. SEDWENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. TFCY UUST BE REMOVED WHEN
DEPOSITS MACH APPROM ATELY WOLF THE HEIGHT OF THE BARRIER
4. ANY SEDIMENT' DEPOSITS RFMAMMG M PLACE AFTER TIE: SILT FENCE OR FILTER BARRIER IS NO LONGER
REWM SHALL BE DRESSED TO CONFORM WITH THE EXISTING CRADE, PREPARED AND SEEDED.
SILT
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VARIABLE AS URECTED
BY THE ENGNEFR
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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
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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
3ET INTO BANK
HYDRO SEED W/ APPROVED
SEED MIX AND COVER
W/ APPROVED EROSION
BLANKET ALL DENUDED AREAS.
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