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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
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March 17, 2006
Haywood County
DWQ Project No. 060347
NCSR 1503 (Liner Creek Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. J. B. Setzer, P.E.
Division Engineer
N C Department of Transportation
253 Webster Road
Sylva, North Carolina 28779
Dear Mr. Setzer:
You have our approval, in accordance with the attached conditions and those listed below, to impact 10 linear feet in
Liner Creek and in an unnamed tributary to Liner Creek (10 linear feet of new pipe and temporary dewatering), in order to
make improvements to NCSR 1503 (Liner Creek Road) in Haywood County. The project should be constructed in
accordance with your application dated February 27, 2006 (received March 6, 2006), including the environmental
commitments made in the application letter. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Nos. 3404 and 3366, corresponding to the U.S. Army Corps of Engineers Nationwide
Permit Numbers 14 and 33. In addition, you must 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 Water Quality Certification will expire with the accompanying 404 Pen-nit issued by the US
Army Corps of Engineers.
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 DWQ in writing and submit 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 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 2H .0506
(h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. 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.
b
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.
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.
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.
One
NolthCarolina
AlatitrallY
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778
Internet: www.nmaterqually.org
Phone [phone] Customer Service
FAY (828)299-70.13 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer
L
1
Mr. J. B. Setzer. P.E.
March 17, 2006
Page Three
16. This certification does not authorize the discharge of waste rock and dirt into the stream or riparian zone except for
permitted areas associated with the bank stabilization work.
17. All work shall be performed during low flow conditions (below bankfull).
18. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certificate of Completion " form
to notify NCDWQ when all work included in the §401 Certification has been completed. The responsible party shall
complete the attached form and return it to the Transportation Permitting Unit of the NC Division of Water Quality
upon completion of the project. The NCDOT is strongly advised to send in photographs upstream and downstream of
each structure to document correct installation.
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 telephone Mr. Mike Parker of the Asheville Regional Office at 828.296.4500.
Sincerely,
A. lanT Klimek, P.E., Director
Division of Water Quality
Attachment
cc: Mark Davis, Division 14, DEO
Ed Ingle, Roadside Environmental
Steve Lund, USACE Asheville Field Office
Transportation Permitting Unit
Mike Parker, Asheville Regional Office
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
February 27, 2006
Mr. Steve Lund, NCDOT Regulatory Project Manager -?
U. S. Army Corps of Engineers - a l
151 Patton Avenue, Room 208 L -
Asheville NC 28801-2714 .i e
Subject: Nationwide 14 Permit Application
SR 1503 - Liner Creek Road
Haywood County
State Project No. 14C.044072 (DWQ Minor Permit Fee $200)
Dear Mr. Lund:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade,
and pave SR 1503, Liner Creek Road, in Haywood County from the end of pavement on SR
1503 for a distance of 0.75 miles to a dead end. This proposal entails widening and paving
the existing gravel road to a standard 18-foot roadway. The proposed improvements of SR
1503 have been identified as necessary maintenance and safety improvements. Funds have
been allocated for this project, and NCDOT would like to perform these activities sometime
during the 2006-07 paving season.
I am sending a straight-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 map and USGS quad map.
We propose to install the new culverts slightly below the existing streambed elevations where
bedrock is not encountered to minimize impacts to aquatic habitats and allow the existing
stream gradients to remain as unchanged as physically possible.
The North Carolina Natural Heritage Database was checked for records of threatened and
endangered species. There were no records listed for the Liner Creek watershed. There are
no records listed for the adjacent watersheds, Jordan Branch and an unnamed tributary to
Liner Creek. Additionally, there are no records listed downstream of the project in Crabtree
Creek. The proposed culvert replacements and extensions are on small (6 feet and 1 foot in
width) streams, which are too small to support mussels. The impacts from the culvert
extensions will be minimal. For these reasons, there will be "no effect" on threatened or
endangered species.
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 erosion control measures
daily to ensure sedimentation and erosion is being effectively controlled. If the planned
devices are not functioning as intended, they will be immediately replaced with better devices.
The rock silt screens and other erosion control devices will be in place prior to pipe culvert
construction and will remain in place until the project is stabilized.
Impacts to Waters of the United States
In order to construct the project in accordance with our current secondary road standards, it
will be necessary to impact waters of the United States in the French Broad River Basin.
Specifically, NCDOT is requesting to extend/replace one metal culvert in an unnamed
tributary to Liner Creek and one metal culvert in Liner Creek (DWQ Class C). Listed below is
a summary of the proposed impacts.
Site No. Existing Proposed Net Impacts
Station Condition Condition
Site 1 40'x-36" CMP 45' x 36" CMP 5' extension
7+46
Site 2 40' x 37"x25" 45' x 36" CMP 5' extension
19+53 Arch CMP
10 linear feet total
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.
David McHenry, Mountain Region Coordinator of the North Carolina Wildlife Resources
Commission (NCWRC) to comment directly to you concerning this 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. Ed Ingle, Roadside
Environmental Field Operations Engineer (NCDOT), to comment directly to me concerning
this project.
If you have any questions or need additional information, please contact me at (828) 488-
2131. Your early review and consideration will be greatly appreciated.
Sin r ly,
onathan L. Woodard, P.E.
District Engineer
cc: Mr. John Hennessy, DWQ, DENR, Raleigh (seven copies)
Mr. Mike Parker, DWQ, DENR, Asheville
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. J. B. Setzer, P.E., Division Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. E. L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT
Mr. B. T. Williams, P.E., County Maintenance Engineer, NCDOT
Office Use Only: Form Vmion May 2002
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
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: 345 Toot Hollow Road
Bryson City NC 28713
Attn • J L Woodard PE District Engineer
Telephone Number: [phone] Fax Number:[phone]
E-mail Address: jwoodard(2adot state nc us
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: N/A
Company Affiliation: N/A
Mailing Address: N/A
Telephone Number: N/A Fax Number: N/A
E-mail Address: N/A
Page I of 9
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: Widen grade drain and pave SR 1503 Liner Creek Road in Haywood
Countv
2. T.I.P. Project Number or State Project Number (NCDOT Only): 14C.044072
3. Property Identification Number (Tax PIN): n/a
4. Location
County: Haywood Nearest Town: Clyde
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): From Clyde take NC 209 North
t and follow SR 1503 to the end of pavement This is the project.
to SR 1503 Turn Rip
5. Site coordinates, if available (UTM or Lat/Long): Attached (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): 2.44 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Liner Creek Class C
8. River Basin: French Broad
(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: Residential woodlands
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used:
This project includes cutting and filling; earthwork where needed replacing old drainage
structures that 'are inadequate making the road safer by changin the road profile, and
paving Equipnient to be used will be Track Hoes Back Hoes Dump Trucks, Bulldozers,
Manual-Labor, etc.
I
I
11. Explain the purpose of the proposed work: To pave widen the shoulders and improve the
olicymmi-nt of CR t Sn3 to meet current NCDOT standards.
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 ActionlID Number, DWQ Project Number, application date, and date permits and
certifications werelssued or withdrawn. Provide photocopies of previously issued permits,
certifications or otl}er 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 in the past
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/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.
Page 3 of 9
1. Provide a written description of the proposed impacts: Culvert Extensions
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**
(ycs/no) Distance to
Nearest Stream
linear feet)
Type of Wetland***
N/A

' List each impact separately and identify temporary impacts. Impacts include, but are not limitw to: mechamzed clewing, 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
online at
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
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
linear feet)
Strewn Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )
1@, Station 7+46 Culvert Extension 5 UT to Liner Creek 6" Perennial
2@ Station 19+53 Culvert Extension 5 Liner Creek Perennial

List each impact separately and identify temporary impacts. Impacts include, but are not umited to: cuivens aria assex;iauu ul,-gat,,
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
xkuw.us,s sov. Several intemet sites also allow direct download and printing of USGS maps (e.g., \\wv? tononme.coni,
??wa.nuit ?iest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 10
Page 4 of 9
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,
bay, ocean, etc.
N/A

' List each impact separately and identity temporary impacts. Impacts U1cLUUC, OUL WC ILUL uttuLLU LU. LILL,
flooding, drainage, bulkheads, etc.
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 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.
Impacts cannot be avoided Culverts must be extended in order to gain the necessary width
to improve SR 1503 to current NCDOT standards All pipe extensions will be placed below the
existing stream bed gradient so natural substrate can be re-established.
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.
Page 5 of 9
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.
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
httlr//li2o enr state nc us/ncwetlands/strrn?-,ide.litml.
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 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 littp?//?v?vw.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): 10
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 6 of 9
IX.
X.
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 E]
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
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 213 .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
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
' Zone 1 extends out 30 feet IxTpe~ndicular from near bank of channel; Zone 2 exlends an
additional 20 feet from the edge of Zone 1.
Page 7 of 9
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 throw,,h settling basins or grass lined buffers prior to entering
streams (See erosion control plan)
XH. 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 the proposed project
XIH. 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

Applicant/Agent's Signature Date
s signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 9
SITE COORDINATES
Site #1
35.627° N 82.864° W
Site #2
35.629° N 82.863° W
Page 9 of 9
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P. POLES TO BE MOVED
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VICMITY MAP
Haywood County
State Road Number: 1503

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SITE 01 HAYWOOD CO.
STA. 7.46 SR 1503
BRANCH SIZE 6' W X 2' 0 LINER CREEK RD.
EXIST. 40' X 36' CMP PROP. EXIST
CL CL
PROP. 45' X 36' CMP
SKEW 100'
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EXT. INLET
END 4'
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END 1'
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PROP,EXIST PROP.EXIST
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TL TL
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NAIL IN PP --
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STA. 19.53
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EXIST. 40' X 37' X 25' ARCH CMP PROP. EXIST
PROP. 45' X 36' CMP CL CL
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END 5'
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SR 1503
LINER CREEK RD.

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Copyright (C) 1998, Maptech, Inc.

SR 1503
Site 1
SR 1503
Site 2