20052212 Ver 1_Application_20051216

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
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LYNDO TIPPETT
SECRETARY
December 9, 2005
Ms. Angie Pennock, NCDOT Regulatory Project Manager
U.S. Arcny Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714 ~, r...
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Subject: Nationwide 14 Permit Application
US 64 Climbing Lanes
Jackson County
TIP No. R-2409 State Project No. WBS Element 34428 (DWQ Minor
Pcrnut Fcc $ 200.00)
Dear Ms. Pennock:
The North Carolina Department of Transportation (NCDOT) is proposing to realign and add a
climbing lane on US 64. The project begins 1.2 miles east of Cashiers and extends east for
2500 feet. The work is necessary to improve safety and reduce congestion associated with the
current two-lane US highway east of Cashiers. This project is part of the Transportation
Improvement Program.
I am enclosing a PCN, astraight-line diagram with the proposed erosion control and
construction limits along this project. In addition, I am sending a typical section of the road,
cross sections, drawings for pipe culvert replacements, as well as a marked county and USGS -'
quad map.
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The North Carolina Natural Heritage Database was checked for records of threatened and
endangered species. There are no records for threatened or endangered species within the
watershed of the unnamed tributary of the Horsepasture River. Additionally, there are no ',~
records of threatened and endangered species between the confluence of the unnamed
tributary with Horsepasture River and Sapphire Lake. The unnamed tributary originates
within a few feet of the culvert inlet and does not have sufficient flow to support fish or
mussels. The impacts from this culvert extension will be minimal. For these reasons, there --1
will be "no effect" on threatened or endangered species.
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Impacts to historic or cultural resources are not anticipated. If the State Historic Preservation
Office (SHPO) and the Office of State Archaeology determines that further investigations are
required, NCDOT will conduct the appropriate site investigations and obtain compliance from
SHPO prior to project construction.
The best management practices will be used to minimize and control sedimentation and
erosion on this project. The construction foreman will review all sedimentation control
measures during installation to ensure sedimentation is being effectively controlled. If the
planned devices are not functioning as intended, they will be replaced immediately with better
devices. The sedimentation control devices will be in place prior to pipe culvert removal and
will remain in place until the new pipes are in place.
Impacts to Waters of the United States
The unnamed tributary appears to be a spring seep, which originates less than 20 feet above
the culvert outlet. The stream is not shown on the USGS topographic map. Although the
flow is minimal, it appears to be perennial. The seep does not have awell-defined channel;
however, there is a channel that lacks vegetation at the culvert outlet. Substrate is cobble,
gravel and sand below the pipe. For these reasons, we believe that the stream is under the
jurisdiction of the U.S. Army Corps of Engineers. In order to extend the culvert, it will be
necessary to impact waters of the United States in the Savannah River Basin. Specifically,
NCDOT is requesting to extend one metal culvert in an unnamed tributary to the Horsepasture
River. (DWQ Class: C Tr,). Riprap stabilization is shown in the attached diagram. However,
if necessary, this riprap placement will be up slope of the stream origin. Listed below is a
summary of the proposed impacts.
Site Existin ; Proposed Condition Net Impacts
No. Condition
Station
Site 1 92' x 24" CMP 112' x 24" (92'CMP + 20' Concrete 20'
Extension
Total Impact 20 linear feet
Permits Requested
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to
proceed with the construction project outlined above. By copy of this letter, I am asking Mr.
Dave McHenry, Mountain Region Coordinator, of the North Carolina Wildlife Resources
Commission (NCWRC), to comment directly to you concerning the 404 Nationwide Permit
request.
Also, by copy of this letter, I am requesting authorization under Section 401 of the Clean
Water Act from the North Carolina Department of Environment and Natural Resources
(DENR), Division of Water Quality (DWQ). In addition, I am asking Mr. McHenry and Mr.

Page 2
Ed Ingle, Roadside Environmental Field Operations Engineer (NCDOT), to comment directly
to me concerning this permit request.
If you have any questions or need additional information, please contact Paul White or me at
[phone].
Sincerely,
~~~~~ ~~~
Mark Davis
Division Environmental Officer
Enclosures
ec: Mr. John Hennessy, DWQ, DENR, Raleigh (seven copies)
Mr. Mike Parker, DWQ, DENR, Asheville
Mr. Dave McHenry, Mountain Region Coordinator, NCWRC
Mr. J. B. Setzer, P.E., Division Engineer, NCDOT
Mr. Paul White, P. E., Division Design and Construct Engineer
File

Office Use Only 2 O o ~ 2 0 'n 1crsriLon May 2002
USACE Action ID No. DWQ No. G
(If any particular item is not applicable to this project, please enter "Not Appl~cabie" or "tvi,v°.~
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
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 (verify availability with NCEEP prior to submittal of PCN),
complete section VIII and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: 253 Webster Road
Sylva NC 28779
Attn Mark Davis Division Environmental Officer
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: markdavisndot state nc us
2. AgentlConsultant 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: N/A
Company Affiliation: N/A
Mailing Address: N/A
Telephone Number: N/A Fax Number: N/A
E-mail Address: N/A
Page 1 of 8

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 maybe 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: US 64 Climbing`Lane East of Cahhiers
2. T.I.P. Project Number or State Project Number (NCDOT Only): R-2409 WBS 34428
3. Property Identification Number (Tax PIN): n/a
4. Location
County: Jackson Nearest Town: Cashiers
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): From Cashiers proceed east on
US 64 for 1 2 miles to the he i~'nnin~ of the~roject. The project ends 2500 feet east of the
he ig nnin~, of the project The site is near the end of the project
5. Site coordinates, if available (UTM or Lat/Long): 35.1243° N 83.0758° 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. Property size (acres):2.26 acres
7. Nearest body of water (stream river/sound/ocean/lake): Horspasture River (C Tr)
8. River Basin: Savannah River Basin
(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/mans/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Woodlands with some rural residential
Page 2 of 8

10. Describe the overall project in detail, including the type of equipment to be used: This
.project includes cuttine~ and filling earthwork where needed replacing old drainage
structures making slight realignments and adding a lane for truck climbing. Equipment to be
used will be track hoes back hoes dump trucks bulldozers and manual labor
11. Explain the purpose of the proposed work: To construct a climbing lane to improve the safety
and reduce congestion on US 64 just east of Cashiers.
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.
No additional permits have been applied for deviously
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.
No additional permits are anticipated
VI. Proposed Impacts to Waters of the United States/Watcrs 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. Provide a written description of the proposed impacts: The 20-foot concrete pipe extension
will be added to the existing metal culvert The origin of the spring seen is a few feet above
the existing culvert inlet The new culvert will intercept the spring seen further up slope.
The attached diagram shows riprap for stabilization. This riprap stabilization will be up
Page 3 of 8

slope of the existing stream and will be up slope of the new seep origin. The pumose of the
stabilization is tw~revent headcuttin~ from stotmwater runoff.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Ir'earest Stream
linear feet)
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: mcchamzcd clcanng, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains arc 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
online at httn://www.fcma.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Im act (leases eci
Station 33+00 Culvert Extension 20 UT to Horsepasture River 6" Perennial
* List each impact separately and identify temporary impacts. Impacts include, but arc 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 loss/gain),
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
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us>;s.eov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.tonozonacrnn,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 20
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
ba ,ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not lrmrted to: fill, excavatron, dredging,
flooding, drainage, bulkheads, etc.
Page 4 of 8

5. 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.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe 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 culvert is being extended the minimum amount necessar~g_ain the necessary width to
build the climbing lane There is no way to add the necessarylane and avoid the impact.
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 maybe 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.
Page 5 of 8

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.
N/A
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 to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCEEP, check the NCEEP website at http:/hvww.nceep.net. If use of the NCEEP is
proposed, please check the appropriate box on page three and provide the following
information:
Amount of stream mitigation requested (linear feet): 20
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 ^ 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 6 of 8

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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
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
(s ware feet) Multiplier Required
Miti ation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpend~cu-ar from near nanx or cnannei; gone ~ exicnus ~u~
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.
N/A
XI. Stormwater (required by DWQ)
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.
Stormwater will be diverted through settling basins or brass lined buffers prior to entering
streams (See erosion control plan)
Page 7 of 8

XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
No wastewater will be generated from theproposed project
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. 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).
N/A
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Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

PROJECT
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NOe R-24098
JACKSON COUNTY

Pipe Extension is located at 35.1243° N 83.0758° W
Cashiers Quad

R2409B Climbing Lanes East of Cashiers Unnamed Tributary
to Horsepasture River--Jackson County
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GROUND PROFILE BEYOND ~ GROUND PROFILE BEYOND - -
~ ,~ SS. 3289.85 ~ Qg0 .~,Qb~ 32096 0,06 ~~~~~ 4/ EXISTING GROUND PROFILE. - - - -
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i / 328 52 ~ ~ ~ - - -r- _ -
~ ~ / ~ ~ ~ CLASS B RlP-RAP AND FILTER FABRIC
/ r~ TO PREVENT HEAD CUTTING
--------------~--------------------------------------------~-- --------------- --- -------- -----------~~7_~.7_~ -------------------------------------------------------------------
/ coo ROPOSED 20 FEET OF 24° REINFORCED
`m CONCRETE PIPE EXTENSION
_ ~
EXISTING 24° CMP ONCRETE COLLAR
PIPE EXTENSION AT ST AT lON 33 -~00
PROJECT NOo R -2409 B
JACKSON COUNTY