20050248 Ver 1_Complete File_20050222

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w O?O? \ NAT ?9?G
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F. Easley, Governor
Ross Jr., Secretary
North Carolina Department of Envi m ,Natural Resources
W. I?Yyte E. Director
ivisioU, er Quality
oFeb 2 5
k-a, e ty
DWQ NO. 05-0248
SR 1335 (FlOsborne Rd)
ti
APPROVAL of 401 Water Quality Certification
Mr. Mike Pettyjohn, P.E.
Division Engineer, Division 11
N C Department of Transportation
Post Office Box 250
North Wilkesboro, North Carolina 28659
Dear Mr. Pettyjohn:
You have our approval, in accordance with the attached conditions and those listed below, to impact 84 linear feet two
unnamed tributaries to the South Fork Little Horse Creek (44 feet of new pipe and 40 feet of rip-rap) in order to pave,
increase lane width, and improve traffic safety on SR 1335 (Flem Osborne Rd) in Ashe County.
The project shall be constructed in accordance with your application dated February 3, 2005 (received February 10, 2005).
After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Nos.
3404, corresponding to the U.S. Army Corps of Engineers Nationwide Permit Numbers 14. In addition, you should
acquire any other federal, state or local permits before you proceed with your project including (but not limited to)
Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire with
the accompanying 404 permit, unless otherwise specified in the Water Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should
your project change, you must notify the Division of Water Quality (Division) and submit a new application. If the
property is sold, the new owner must be given a copy of this approval letter and certifications, and is thereby responsible
for complying with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or if
total impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as
described in 15A NCAC 211 .0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the conditions
listed in the attached certification and any additional conditions listed below.
1. Instream work and land disturbance within the 25 foot wide buffer zone are prohibited during the brown and
brook trout spawning season of October 15 through April 15 to the egg and fry stages of trout from off-site
sedimentation during construction. Floodplain benches should be preserved or restored in order to maintain or
provide natural stream dimensions and base flow water depths.
2. South Fork Little Horse Creek and its tributaries are classified as Trout waters. NCDOT shall strictly adhere to
the Erosion Control Guidelines for Sensitive Watersheds [15A NCAC 4B .0124 (a)-(e)] throughout design and
construction of the project.
3. Shifted channels should be restored to natural stream conditions with a twenty-five food native species trout
buffer to the extent feasible and practicable.
North Carolina Division of Water Quality 585 Waughtown Street
Internet: h2o.enr.state.nc.us , Winston-Salem, NC 27107
Noce Carolina
N hmally
Phone [phone] Customer Service
FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Mike Pettyjohn, P.E.
February 22, 2005
DWQ# 05-0248
Page 2
4. 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.
5. 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 Preconstruction Notice Application. 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.
6. 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 completion of the project.
7. Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing
season following completion of construction.
8. Stormwater should be directed to vegetated buffer areas, grass lined ditches or other means appropriate to the site
for the purpose of pre-treating stormwater runoff, and must not be routed directly into streams. Mowing of
existing vegetated buffers is strongly discouraged, so that they may be utilized for stormwater sheet flow.
9. Where practicable, culverts that are less than 48-inch in diameter should be buried to a depth equal to or greater
than 20% of their size to allow for aquatic life passage. Culverts that are 48-inch in diameter or larger should be
buried at least 12 inches below the stream bottom to allow natural stream bottom material to become established
in the culvert following installation and to provide aquatic life passage during periods of low flow. These
measurements must be based on natural thalweg depths. This may require increasing the size of the culvert to
meet flow conveyance requirements. If any of the existing pipes are perched, they shall be removed and replaced,
and re-installed correctly, unless demonstrated that this is topographically unfeasible. All waters must flow
through without freefalling or damming on either end of the culverts during low flow conditions, to maintain
aquatic life and/or fish passage.
10. The dimension, pattern and profile of the stream above and below the crossing should not be modified by
widening the stream channel or reducing the depth of the stream.
11. Disturbed floodplains and streams should be restored to natural geomorphic conditions.
12. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted when practical.
If rip-rap is necessary, it must be limited to the stream bank below the high water mark, and vegetation must be
used for stabilization above high water. Any rip-rap used must not interfere with aquatic life passage during low
flow conditions.
13. If concrete is used, work must be accomplished so the wet concrete does not contact the stream water. This will
lessen the chance of altering the stream's water chemistry and causing a fish kill.
14. Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the likelihood of introducing other pollutants into the stream.

Mr. Mike Pettyjohn, P.E.
February 22, 2005
DWQ# 05-0248
Page 3
15. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
16. The presence of equipment in the channels must be minimized. Under no circumstances must rock, sand or other
materials be dredged from the wetted stream channel under authorization of this permit, except in the immediate
vicinity of the culverts.
17. Temporary dewatering sites must be restored to preexisting conditions unless more natural geomorphic conditions
can be provided.
18. All work shall be performed during low flow conditions.
19. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of Completion
Form" to notify DWQ when all work included in the 401 Certification has been completed. The responsible parry
shall complete the attached form and return it to the 401/Wetlands Unit of the Division of Water Quality upon
completion of the project.
If you do not accept any of the conditions of this certification, 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.
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 contact Sue Homewood at 336-771-4600 extension 287 or at [e-mail].
Sincerely,
Alan W. Klimek, P.E.
Attachment
cc: Wilmington District Corps of Engineers
John Thomas, USACE Raleigh Field Office
Heath Slaughter, Division 11, Division Environmental Officer
?WetlandsI4 ? •
Winston Salem Regional Office
Central Files
Mr. Mike Pettyjohn, P.E.
February 22, 2005
DWQ# 05-0248
Page 4
DWQ Project No.:
County:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
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 this certificate to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be returned to DWQ by
the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of
these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and
other supporting materials.
Signature:
Agent's Certification
Date:
I, , hereby state.that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and
other supporting materials.
Signature:
Engineer's Certification
Date:
Partial Final
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water
Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature
Registration No.
Date

0
050248
dY a r~p•
STATE OF NORTH CAROLINA

T
DEPARTMENT OF RANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 276 1 1-5202 LYNDO TIPPkT
GOVERNOR PHONE: [phone] SECRETARY
February 3, 2005
Mr. John Thomas
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Subject: Nationwide Permit #14
9 ?? o a
SR 1335 (Flem Osborne Road)
Ashe County, North Carolina H -
Project ?? [?
Project Number: 11C.005085 (DWQ Permit Fee: $200)
Dear Mr. Thomas:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1335, Flem
Osborne Road in Ashe County. Total project length is approximately 0.39 miles. The roadway
width will increase from 16' to 18' and be paved. Impervious surface area will increase by 0.09
acres. This project will require the replacement of three (3) wet pipes and 0.0057 acres of
wetland fill as shown below:

Station Number Existing Structure
Size Proposed Pipe
Size Riprap Impacts
feet Total Impacts at
this Station ft.
12+00 30'x24" 45'x36" 10 25
14+13 21'x18" 45'x18" 10 34
-14+75 None None 10 10
20+10 35'x30" 40'x48" 10 15
Total Stream Impacts = 84 feet
Wetland Impact Summary Sheet
Station No. Impact Acres
13+75 Rt. 0.0057
The pipe at station 14+13 is carrying water from a channelized intermittent stream running
parallel to the road through a fescue field. Through this section, we are proposing to widen
toward this channel in order to avoid the larger creek adjacent to the other side of the road (see
wetland drawing). The stream will be shifted over approximately six feet for a length of 65 feet.
P. O. Box 250, N. WILKESBORO, NC 28659
PHONE [phone] FAX [phone]
Mr. John Thomas
SR 1335, Flem Osborne Road, Ashe
Page 2
February 4, 2005
The existing streambanks are vertical. Relocated channel will have 2:1 banks and will be seeded
and matted. There is no anticipated loss of stream length; however there will be approximately 10
feet of rip rap impacts to the stream bank at approximate station 14+75 (see wetland drawing) to
protect the roadway shoulder.
Construction of this project will require impacts to waters of the United States in the New River
Basin. Wet pipes located at stations 12+00 and 20+10 carry the same unnamed tributary of South
Fork Little Horse Creek (Class: C; +). The wet pipe at station 14+13 carries a different unnamed
tributary of South Fork Little Horse Creek. This project was reviewed for the presence of
threatened and endangered species on February 4, 2005. This project will have no effect on any
federally listed endangered plant or animal species. Historic compliance work will be scheduled
and concurrence with the State Historic Preservation Office will be obtained if required.
The proposed project should not remove or degrade existing water quality uses. Pipe sizes used
will be the minimum necessary to create a.safe roadway. All pipes with a slope greater than 6%
will remain perched and an energy dissipator pad will be installed at the pipe outlet. By utilizing
the erosion control measures outlined in the attachments to this application, downstream water
quality standards will be protected. All appropriate BMPs will be used during construction.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map, a marked topography map, photographs and routine wetland
determination forms.
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with
the North Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application with a copy sent to me.
By copy of this letter, I am forwarding seven (7) copies of this application package to John
Hennessy, NCDENR, Division of Water Quality, 401 /Wetlands Unit, for his review. It is
requested that any comments related to the 401 certification be forwarded directly to me with a
copy sent to the US Army Corps of Engineers.
We would like to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be appreciated.
Sincerely,
`44---
Staci Hining
Division Environmental Specialist
Enclosures
Mr. John Thomas
SR 1335, Flem Osborne Road, Ashe
Page 3
February 4, 2005
cc: John Thomas, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
John Hennessy, Division of Water Quality (7 copies)
Sue Homewood, Division of Water Quality
Mike Pettyjohn, PE, Division Engineer
Doug Tetzlaff, District Engineer
Doug Eller, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer
Office Use Only: 0 5 0 2 4 8 Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP #14
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: P. O. Box 250, North Wilkesboro, NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: sshininga( dot state nc us
2. Agent 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: Staci Hining. Division Environmental Specialist
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P. O. Box 250, North Wilkesboro, NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 3 of 12
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: SR 1335, Flem Osborne Road
2. T.I.P. Project Number (NCDOT Only): 11C.005085
3. Property Identification Number (Tax PIN):
4. Location
County: Ashe Nearest Town: Comet
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached SR map.
5. Site coordinates, if available (UTM or Lat/Long): 12+00 DD: 36.5071 ° N 81.5492° W
(Note -.If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Forest/Residential/Farm
7. Property size (acres): Approximately 2.13 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): UT's to South Fork Little Horse
Creek (Class: C:+).
9. River Basin: New
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at !: r: i )
10. Describe the purpose of the proposed work: Grade, drain, base and nave SR 1335.
Page 4 of 12

11. List the type of equipment to be used to construct the project: Trackhoe/backhoe, motor
grader and dump trucks -
12. Describe the land use in the vicinity of this project: Forest/Residential/Farm
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.
V. Future Project Plans
Are any additional. permit requests anticipated for this project in the future? 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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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. Wetland Impacts
Page 5 of 12
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Station 13+75 (Rt) Fill .0057 No 0 (adjacent to) Ephemeral

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized cleating, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.015
Total area of wetland impact proposed: 0.0057 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average
Width of Perennial or
Site Number Type of Impact* Impact Stream Name**
Stream Before Intermittent?
(indicate on map) (linear feet)
Impact (please specify)
Station No. 12+00 Pipe replacement 15 feet UT #I South Fork Little
Horse Creek 2 feet Perennial
Station No. 14+13 Pipe replacement 24 feet UT #2 to South Fork Little Horse Creek 1 foot Intermittent
Station No. 20+10 Pipe replacement 5 feet UT #1 South Fork Little 3 feet Perennial
Horse Creek
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net losstgain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to,the nearest
doN?nstream named stream into which it flows. USGS maps are available throush the USGS at 1-800-358-9616, or online at
Several Internet sites also allow direct do«mload and printing of USGS maps (e.g.,
etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 44 In. ft. of new permanent impacts.
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S.
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.)

See attached cover Miscellaneous rip-rap 004 UT's to South Fork Little Perennial and Intermittent
letter placement for (40 feet) Horse Creek streams
stabilization
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 6 of 12
4. 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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
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.
By utilizing the erosion control measures as shown in the attached drawings adverse impacts to
streams in the area will be minimized Since this is an existing roadway, the stream impacts
cannot be avoided However, the replacement pine lengths will be the minimum needed to
safely construct the paved roadway.. All appropriate BMPs will be used during construction.
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 March 9, 2000, 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.
Page 7 of 12
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 NCWRP 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/ncwetiands/strm.Qide.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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the -401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at htip://h2o.enr.state.nc.us/N%-ra/index.litm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): To be determined by COE
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): To be determined by COE
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
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 E] No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Page 8 of 12
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone I extends out 30 feet perpendicular from near bank of channel; "Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both 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.
Impervious surface area will increase by 0.09 acre. All appropriate best manaeement practices
for sediment and erosion control will be implemented during construction.
XIL Sewage Disposal (DWQ Only)
Page 9 of 12
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
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. 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).
Applicant/Agent's Signature 'Date
(Agent's signature is valid only if an author ion letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Wilkes Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Page 10 of 12
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: SR 1335, Flem Osborne Road, Wetland sampling point Date: 1/28/05
Applicant/ Owner: NCDOT County: Ashe
Investigator: Heath Slaughter, Staci Hining State: NC
Do normal circumstances exist on the site? Yes x No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No x Transect ID:
Is the area a potential problem area? Yes No x Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Juncus elfusus Herb FAC W+ 9.
2: Fescue spp. Herb 10.
3. Aster spp. Shrub 11.
4. Rubus spp. Shrub 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100%
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide, Gauge
Aerial Photographs Primary Indicators:
Other _ Inundated
-1 Saturated in Upper 12"
X No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators:

Depth to Free Water in Pit: >12 (in
) 1 Oxidized Roots Channels in Upper 12"
. Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 9 (in.) 1 FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Tusquitee loam Drainage Class: Well Drained
Taxonomy (Subgroup): mesic Umbric Dystrochrepts Confirm Mapped Type? Yes_ No x
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.

0-9 A 10YR 3/2 None N/A Sandy loam

9-12 B Gley 1 4/10Y None N/A Sandy loam
Hydric Soil Indicators:
Soils
_ Histosol
_ Histic Epipedon
Concretions
High Organic Content in Surface Layer in Sandy
Organic Streaking in Sandy Soils
Listed On Local Hydric Soils List
Listed on National Hydric Soils List
x Other (Explain in Remarks)
Remarks: Oxidized rhizospheres
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes x No Is the Sampling Point
Wetland Hydrology Present? Yes x No Within a Wetland? Yes x No
Hydric Soils Present? Yes x No
Remarks:
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
x Gleyed or Low-Chroma Colors
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: SR 1335, Flem Osborne Road, Upland sampling point Date: 1/28/05
Applicant/ Owner: NCDOT County: Ashe
Investigator: Heath Slaughter, Staci Hining State: NC
Do normal circumstances exist on the site? Yes x No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No x Transect ID:
Is the area a potential problem area? Yes No x Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Fescue spp. Herb 9.
2. 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 0%
Remarks:
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_. Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other _ Inundated
-Saturated in Upper 12"
x No Recorded Data Available Water Marks
_ Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: >12 (in.) Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
(Series and Phase): Tusquitee loam Drainage Class: Well Drained

Taxonomy (Subgroup): mesic Umbric Dystrochrepts Confine Mapped Type? Yes x No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) AbundancelContrast Structure, etc.

0-12 A 10YR 4/6 None N/A Ciaey loam
Hydric Soil Indicators:
_ Histosol
Histic Epipedon
Soils
_ Sulfidic Odor
_ Aquic Moisture Regime
_ Reducing Conditions
_ Gleyed or Low-Chroma Colors
Remarks:
_ Concretions
_ High Organic Content in Surface Layer in Sandy
Organic Streaking in Sandy Soils
Listed On Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No x Is the Sampling Point
Wetland Hydrology Present? Yes No x Within a Wetland? Yes_ No x
Hydric Soils Present? Yes No x
Remarks:
Project Na e (1`42? ou Nearest Road _
County ?l o Wetland Are acres Wetland Width
Name of evaluator _ Anexal "?k I)/', k+er < S16, Date

feet
Wetland Location
on pond or lake
on perennial stream
_ on intermittent stream
_ within interstream divide
other
Soil series
- predominantly organic - humus, muck,
or peat
- predominantly mineral - non-sandy
/ predominantly sandy
Hydraulic factors
- steep topography
_ ditched or channelized
total wetland width z 100 feet
Adjacent land use
(within 1/2 mile upstream, upslope, or radius)
forested/natural vegetation _±7%
agriculture, urban/suburban 17 - %
impervious surface & . %
Dominant vegetation
(1) c_ U Yl (..,t D t J? IJ5 U S
Flooding and wetness
(2) ?i*.
(3 )
semipermanently to permanently
flooded or inundated
_ seasonally flooded or inundated
intermittanly flooded or temporary
surface water
no evidence of flooding or surface water
Wetland type (select one)*
Bottomland hardwood forest Pine savanna
_ Headwater forest Freshwater marsh
- Swamp forest Bog/fen
_ Wet flat Ephemeral wetland
_ Pocosin Carolina Bay
- Bog forest Other
*the rating-system cannot be applied to_salt or brackish marshes or stream channels
weight
R Water storage x 4.00 =
A Bank/Shoreline stabilization y x 4.00 =i
T
I
N
G
Pollutant removal
Wildlife habitat
Aquatic life value
Recreation/Education
* x 5.00 =

.00 =
x 2
>?
x 4.00 =

x 1.00 =
Wetland
Rating

*Add 1 point if in sensitive watershed and >10% nonpoint disturbance within 1/2 mile upstream,
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Start SR 1335
__??".1 r` 1 i", ifs -. - Off, • /? ??. `_ "?:1 r`
am Cam
f \\` \? - I Station 12+00 = ?--
_ ??? 336.5071 N
81 5492 `
t.` End SR 1335
\ l.:ing Brani-1; Ch
JAOW
f•
Name: PARK Location: 036.5083300° N 081.5492257° W
Date: 2/4/2005 Caption: SR 1335, Flem Osborne Road
Scale: 1 inch equals 1333 feet

1998, Maptech,
SR 1335, Flem Osborne Road

SPECIFICATIONS
STANDARD DESCRIPTION SYMBOL
462.01.(5PQItj,0n).....Rip Rap Fill Slope Protection ..................
876.04 ....................Rip Rap Lined Ditch ...................................'?t'
1060.08:(5gr,1 -.4n)...Matting For Erosion Control .......................... V\/VV
1605.01.. .... ....Temporary Silt Fence
1606.01........... •..-..Special Sedimem Control fence
...................
..
1622.01 :..............Temporary - Slope
Drain ................................
. .
1630.02........... .... Silt Basin Type B
ype '
EM
1630.03 ................ ...TemporarySilt Ditch. ............................... T S D -
1630 04................... Shilling Basin
_ 1630.Q5 .......... ..:.. Temporary Diversion:..................
.......---•-- _T
D--
1632.01 .................. .Rock Inlet Sediment Trap Type-A................... HD:
: OR l?
1.632.02 ................. .Rock Inlet Sediment Trap Type-B................... asp ? s
1632.03 .................. .Rock Inlet Sediment Trap Type-C...................
: L; oQ '1 c .
J
1633.01 .................. .Tempo:ary Rock Silt Check Type-A............... M
1633.02 ................... Temporary Rock Silt Check Type-B...............
1634.01 ................... Temporary Rock Sediment Dam Type-A..........
1634.02 .................... Temporary Rock Sediment Dam Type-B.........
1635.01 .................... Rock Pipe Inlet Sediment Trap Type-A... .......
_.... A ?; .
3635.02 .................... Rock Pipe Inlet Sediment Trap Type-B............ S
1636.01. ...................Rock Silt Screen....................................... P
Small Stream orBranen ....................•---•--............---........................ ----?
Pipe Outlet Energy Dissipater............ .......................... to
...... s s •
stes

EROSION CONTROL SCHEDULE
(1) All adequate temporary erosion control measures will be installed before
clearing and grubbing operations begin.
(2) As construction progresses, temporary and permanent erosion control
devices shall be installed in atimely matter, according to any special permit
reyuiremen s and or requirements set out in G. S. '1'13A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Pursuant to G.S.1.13A-57 (3).provWionsfora ground cover.
sufficient-to resb-am erasion must be accompiisbed within -15
working days *r30 calendar days following:completion of
construction or development,-whichever period is shorter, except
as
provided in 15A.NCAC 48.0024 {e).
'DESIGN STANDARDS INSENSITIVE WATERSHEDS
Pursuaritto G. 5_ 13A-57 :(3) pmvisiorts fora ground cover
zufficientforestrdin erosion must be.provided:for
any portion fa
anti-distL rbmg1cfiv7tyina+IQWzonewWn*'15WDddng aysor30:
;calendar days following completion of-construction or
development, whicheverperiod is shorter.
(3) All siltation and erosion control devices shall be property maintained until no-
longer needed.
(4) On projects performed by D.-O.T. Maintenance :Forces; request will promptly
be made to the Division Roadside Environmental Unitfor stage and
permanent seeding.
(5) Any removal of Mitation devices will be based on the condition of established
ground cover of that area the device is serving.

HIGH QUALITY WATERS
1. Uncovered areas are limited at any given time to a maximum total area of
20 acres.
2. Erosion and sedimentation control measures shall be designed to provide
protection from the 25-year sto?in.
3. Large Type-A basins shall be designed and constructed with a settling
efficiency of at least 70% for the 40 micron soil particle size transported
by runoff from the 2 -year storm.
4. Newly constructed channels shall be constructed with side slopes no
steeper than 2:1, unless slopes are to be stabilized by methods other than
vegetation
5. A ground cover sufficient to restrain erosion must be provided for any
disturbed area. _

SECTION' 1042
RIP RAP NI ATE r__ S
10:42-1 PLAIN RIP RAP.
SLone ioi- ulain ril) rIII)SIM11 CDtlsisi of flclcl stone or roll?i] vn11?;3?n quarry'
SLCne. ?'l1e SjDP.e 511?t11 lie cni?Ptl, inuc,?}l, dense. reslsiani to the action of air
and water, and suitable in all other resnects for the vurDDSe iniended_
Wliere broken concrete from demolished structures or pavement is .avail-
ahle, itnlay be used in place Df stone DI-ovidedl that such -use menis ?viih the
aDDroval of the, Engineer,: I owlEver, Uie -use of broken concreie -iiT1iich
mntains einforcing- sieel Will-nDt be permit{ ed_
'Tile stone or'brol?en CDncreie Shall be- a- , Lo mee- ill-, iol]o-Wi?c-
requirements:
ForUz-scsI RipRap- -Stoneshallvarvin-weighLirDm5t.o2D0-Doi nds:
- L least 30. spercpni. of 11-e iotal we-g111 Df..111-e riD rap. shall ba. in
3nd11T1{lllyl nieces Zti'z1?11II]? a 7n1n1illllIll O 6D OllndS -xsr1L-h_' {)L Th 1- -
illal] 10 percelli of the dotal _I Tt?iglli of tllp Z-iD ra1? Tbay be in individual
_
pieLes weig111ng le ill an 15 pounds C12
?. "Tor Cl?s f) 1T3 I?2??_ Store shall v=?ry 1?1 Yv e1?11t TrOM 5 LD
pounds. A tleast 00 percent of the 0. =1 ei?ni of" illerin raD Shall be m
1ndlividual 1)ieces wei hin a siilni-mu-n of 200 Doundis each- Notmore
than 5 DCI-CeI)t 01 the iot111 iVel?Ilt of the rip rap may be 121 1ndIlVIdll-?1
Dleces vve ir, iin? less than 50 DDLncs each.

EROSION CONTROL
SR 1333
COUNTY IQs f/E
LOCAL NAME Cho sbo.? F
WORK ORDER NO.
FIELD PLANS BY D. T. Af4j.' ji&W
DRAWN BY D, T ?A/:.?w.?
DISTRICT ENGINEER
e
ROADSIDE ENVIROMENTAL EN ER " I
NOTES:
Outlet basins with rock checks shall be
placed r low points along silt fence
wile installation is being performed.
These basins are not shown on plans.
Al pipe location may vary due to grade
changes in roadwav.
Rock checks and basins are to be removed
before rip-rap or matting placement. Basins
0. crosslines to remain.
All wet crossline placements that require more
than I (one) work day to install require a
silt screen r, the outlet end.
Sale I"= 100'
qRE /C,, am Z
1 ! I c too
I ? ! 251
24
004 1(
.a
h
oI
V .
2 W
o
? v
a 4-
4 1
W ?
L
4?
< SR-13314
0e%,
000
L
'-r
e
2d
-F50

Sheet I of J
'J 8 f0U
1
CsP TYPE- 8
I
v
y
u
V
V
U
V
41
5 f ?v
E_ - B
G441o
t?eQ I? C. E; \d s s' ?. r
cc?- 1 y F' - 'S
Sr4. l 4 3 0
SR.133*

EROSION CONTROL
SR
COUNTY
LOCAL NAME
WORK ORDER NO.
qda
STA, 15 + IS
20lX t5.,
PIA:
NOTES:
Outlet basins with rock checks shall be
placed @ low points along silt fence
while installation is being performed
These basins are not shown on plans.
All pipe location may vary due to grade
changes in roadway.
Rock checks and basins are to be removed
before rip-rap or matting placement Basins
@ crosslines to remain.
All wet crossline placements that require more
than 1 (one) work day to install require a
silt screen @ the outlet end.
Scale 1"= 100'
_70400
o
•1

Sheet 2of .3
1$+ ao
4f X 1
EXiS'r.-ZlX I
}Cef 141-1.
cE- ?SrX 18?5?
Rep JAEE^ H5'y e_P
SD {- T yP ? - B
E C
,? IG?So
/0430 $&a Zs' REQ?AcE3o?X 1S' Gc1 PIL" 4
4 dd q- 5'X /8 G5?1 1
,O'Loo .
Top E - 3 ,
")N CONTROL
SR
COUNTY
LOCAL NAME
WORK ORDER NO.
NOTES:
Outlet basins with rock checks shall be
placed @ low points along silt fence
while installation is being performed.
These basins are not shown on plans.
All pipe location may vary due to grade
changes in roadway.
Rock checks and basins are to be removed
before rip-rap or matting placement Basins
@ crosslines to remain
All wet crossline placements that require more
than 1 (one) wort: day to install require a
silt screen @ the outlet end.
Scale 1"= 100'
-f 7:5 E_ o_ P
Y
20 7'00
Sheet _ of

Ul3Ljj L;i;ar kuquirements
Station Station RtlLt Liner Required
1+25 2+40 LT
2+40 14+13 RT
12+00 14+13 LT

4+13

0+75 RIP RAP
RIP RAP
ROVING
LT RIP RAP
SR1335
FLEM OSBORNE
ASHE CO.

SR1335
FLEM OSBORNE
COUNTY: ASHE
PIPE STATION SIZE CLASS REMARKS
A RETAIN
B 2+40 55'X18" TYPE B REPLACE
C 5+50 45'X18" TYPE B ADD _
D 8+00 45'X'Zq- TYPE B REPLACE
E 10+30 45'X18" TYPE B 'km
A4C
F 10+50 30'X15" PLAIN ADD
G 12+00 45X36" TYPE B REPLACE
H 14+13 45'X18" TYPE B REPLACE
1 18+00 45'X18" TYPE B ADD
T 16't 15 ZO'x15' ALAW AOD
• PipE I o F
r1335 ?T?- Ash ti? -,

t
I 1 1 ?-
1
1
1 ; ; 1 1 1! 1 J. t. I' 1.
i 1 1 1
( t
3
•
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Pi Pt 3 o F 3
NAME: FLEM OSBORNE RD.
20+50 1
20+00
19+5
19+(
NOTE: TEMPORARY EROSION CONTROL DEVICES
NOT SHOWN. BUT WILL INCLUDE TEMPORARY
SILT FENCE. ROCK CHECK DAMS, AND SILT
BASINS, AS NEEDED.
SR 1335 COUNTY: ASHE
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PIPE REPLACMENT FOR TURN AROUND
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20+75 EQP
DATE: 1/12/05
XISTING PRIVATE PIPE
1KNOWN LENGTH OF 48'
PROPOSED 40' X 48' EXTENSION
XISTING DOT PIPE
35'X 30' CSP
EXISTING PIPE 35' X 30'
REPLACE WITH 40' X 48'
Flem Osborne Turn A Round Pipe 01/12/05 09:26:42 PM

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