20072006 Ver 1_Application_20071130

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STATE OF NORTH CAROLINA
DEPARTN~NI' OF TRANSPORTATIOl~
November 26, 2007 LYNDO TIPPETT
SECRETARY
Mr. David Baker, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208 O ~'] ~ O O
Asheville, NC 28801-2714 / 6
Subject: Nationwide 14 Permit Application
Mack Branch Road, SR-1503
Macon County
State Project No. 140.056047 (DWQ Minor Permit Fee $240)
Dear Mr. Baker:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade,
and pave SR 1503, Mack Branch Road in Macon County. 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 2008-paving season.
I am enclosing a pipe installation detail, photographs, as well as a marked county map and
USGS topographic map. We propose to install a new culvert 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 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.
The North Carolina Natural Heritage Database was checked for records of federally
threatened and endangered species. There are no records listed in the database for the
watershed of the unnamed tributary to Lake Emory. There are federally listed species below
Lake Emory Dam, which is approximately I.1 miles from the project site. There are records
for the federally endangered Appalachian elktoe (Alasmidonta raveneliana) and the federally
Andrews District Office
191 Robbinsville Road, Andrews, N. C. 28901
Phone:- [phone]
Fax: [phone]

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threatened Spotfin Chub (Erimonax monachus) just below the dam. The federally endangered
Littlewing pearlymussel (Pegias fabula) is also found within the Little Tennessee River. The
unnamed tributary is small and is not of sufficient size to support mussels and fish habitat is
very limited. The project is limited in scope and the impacts from one culvert replacement
should be very minimal. Additionally, Lake Emory will also help to buffer impacts to the
Tennessee River habitat below the dam. For these reasons, we believe there will be "no
effect" to threatened and 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.
Impacts to Waters of the United States
The unnamed tributary is small and is not shown on the USGS topographic map. However,
the stream had minimal flow even during a drought period. The stream has awell-defined
channel with a substrate of sand and silt. The channel lacks vegetation. For these reasons, we
believe this stream is under the jurisdiction of the U.S. Army Corps of Engineers. 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 Little Tennessee River Basin.
Specifically, NCDOT is requesting to extend an existing culvert l O linear feet in an unnamed
tributary to Lake Emory (DWQ Class: C). Below is a summary of the proposed impacts.
Site No. Existing Condition Proposed Condition Net Impacts
Station
Site 1 30' X 24" CMP 40' X 24" CMP 10'
Sta. 28+30
Site lA Open Channel Impervious Dike 5'
Sta. 28+30
Site 1 B Free Flowing Channel Flow Diversion 60'
Sta. 28+30
Total Fermanettt StreamZ~p~t: , I.U~'~et
Total Temporary Impacts, Diversions: 65
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.
David 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.
Ed Ingle (NCDOT) to comment directly to me concerning this permit request.
If you have any questions or need additional information, please contact me at (828) 321-
4105. Your early review and consideration will be greatly appreciated.
Sincerely,
Micheal Jones
NCDOT Maintenance
cc: Mr. John Hennessy, DWQ, DENR, Raleigh (four copies)
Mr. Mike Parker, DWQ, DENR, Asheville
Ms. Marella Buncick, Biologist, U.S. Fish and Wildlife Service, Asheville
Mr. David McHenry, Mountain Region Coordinator, NCWRC, Waynesville
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

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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401 General Water Quality
Certifications, and Riparian Buffer and Watershed Buffer Rules
MACK BRANCH ROAD
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NCDOT Division 14, District III
Prepared by: Michael A. Jones
NCDOT Maintenance
Division 14, District 3
Page 1 of 9

Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2 ~ ~ 7 2 ~ ~ 6
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 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, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: 191 Robbinsville Road
Andrews NC 28901
Attn: Michael Jones
Telephone Number: 828.321.4105 Fax Number: 828.321.3228
E-mail Address: [e-mail]
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
E-mail Address: N/A
Fax Number: N/A
Page 2 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: Mack Branch Road SR-1503
2. T.I.P. Project Number or State Project Number (NCDOT Only): WBS: 140.056047
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Macon Nearest Town: Franklin
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From intersection of Bus.
441 & US 23/441 in Franklin proceed North on 23 towards Sylva for 1.18. Turn right on SR
1502 and proceed 0 OS miles to project on right.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.2240 N 83.353 W
6. Property size (acres): N/A
7. Name of nearest receiving body of water: Lake Emory, Class C - (Little Tennessee River)
Stream Index #• 2-(1)
8. River Basin: Little Tennessee River
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: residential
Page 3 of 9

10. Describe the overall project in detail, including the type of equipment to be used:
This project involves cutting and filling earthwork where needed, installation of drainage
structures, addin bg ase, pavement, and erosion control devices. Equipment to be used
includes track hoes, bulldozers, grader, dump trucks and pumps.
11. Explain the purpose of the proposed work: To improve and pave the existing gavel
secondary roadway.
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.
None
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.
None 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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The project will require the installation
of one new culvert totaling 401inear feet in an unnamed tributary to Lake Emory,
Page 4 of 9

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
N/A

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage. multiply length X width. then divide by 43Sf~_
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
Site 1 Sta. 28+30 UT to Emory Lake Culvert P 2' 10 0.00046
Site lA Sta. 28+30 UT to Emory Lake. Impervious Dike P 2' S 0.00023
Site 1B Sta. 28+30 UT to Emory Lake Flow Diversion P 2' 60 N/A

Total Permanent Stream Impacts IO 0.00046
Total Temporary Impacts for Dike and Flow Diversion 65 0.00023
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dred~in~, flooding. drainage. bulkheads. etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,

ocean, etc.) Area of
Impact

(acres)
N/A N/A N/A N/A N/A

Total Open Water Impact (acres) N/A
Page 5 of 9

6. List the cumulative im act to all Waters of the U.S. resulting from the project:
Stream Impact (acres): Permanent (101inear feet) 0.00046
Stream Impact (acres): Temporary (45 linear feet) 0.00023
Wetland Irn act (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): Permanent 10
Total Stream Impact (linear feet): Temporary 65
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation N/A
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
Current land use in the vicinity of the pond: 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.
The nines are being extended the minimum length to widen the road to secondary road
standards The road is being shifted slightly to avoid a spring, head on the left side of the road.
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 6 of 9

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
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.
If mitigation is required for this project, NCDOT will make payment to the NCEEP.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://www.nceep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet): 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
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal state/local) funds or the use of
public (federal/state) land? Yes ® No ^
Page 7 of 9

2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify N/A )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers. N/A
Zone* Impact
(s uare feet) Multiplier Required
Miti ation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
Page 8 of 9

the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
The area consists of partial existing_impervious surface and undisturbed ground. The impervious
roadway surface will be approximately 30% of the construction limit. Stormwater will be
diverted through settling basins lined with filtering stone or grassed lined buffer areas prior to
entering any surface water LSee erosion control plan)
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.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
This is a secondary road that is being widened and~aved to minimal standards. Secondary and
cumulative impacts from this project is not expected to be significant
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
11
Date
Applicant/Agent's
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

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COZTI~TZ'Y:
MgCO1V
ROAD NAME: TIM MACK ROAD NO.SR-1503
WORK ORDER NO. 6.972122
FROM: sR 1502
T~' DEAD END
ADDITION: N 0 YES NO x
IMPROVEMENT.' YES YES x NO
TO BE PAVED: YES x NO
GUY WIRES 12
POWER POLES TO MOVE: 4 YES x NO~
CABLE BOXES GUY WIRES 1
TELEPHONE POLES TO MOVE: 3 YES x NO
RIGHT OF WAY WIDTH.• ~~
SCALE: 1 " = 50'
DATE: MARCH 13 , 200
i
i
1 1/2: 1 slope ~
or flatter ~,
~ ' ~ 6'
_~ i ~ ~ SHLD. ~
~~ ~
I~
CI L
9' I 9'
~"
1:1 slope ~'
or flatter ~'
_~ ~.
~ SHLD. 3~!
DITCH '
-I
~ I ,
------------~---------. J

STR.45-1 STR45-1
stoo - I- s+oo
I
415'
~
~
RIW ~
4+50 _ I_
i 4+50
THOMASON, ELIZABETH ANNE 1
115 MACK BRANCH RD. I
FRANKLIN, NC 28734
I
q+00 4+00
C3) _
I
I
I (3)

3+50 I
_ I_
I
3+50
I +35

3+00 I
I_
I
I
3+00

z+50 I
I
_ I

2+50
415'

R I w-- ~
~
GUEST, S WIENER - - - - - _ EXIST. 24" CMP. TO BE
190 SCOTTFIELD DRIVE REPLACED WITH 24" CMP
.
NEWARK, DE 19713 -- -)- - RT. TO LT. STA. 2+25
~ 2) z+oo _ 1 _
I
I z+oo
I
I
I
I

STA.1+05 I
I
I

STA.1+05
I
NC DOT I WOOTEN, JUDY M
1 34 GIBBON RD.
I FRANKLIN,NC 28734
1 ~ 1)
o+so _
_ 0+50

- I
415' -
R 4V-
~
-
EXIST. 15" CMP. TO BE
REPLACED WITH 18" CMP
.
- -I - - - 0+00 LT. TO RT. STA. 0+15
F
PL

. . $ i R50-2
COWART, JESSIE J & BARBARA L
20 ROSEMONT DR.
FRANKLIN, NC 28734
(7)
STA.8+68
PL
CRIBBS, WILLIAM LUTHER
102 LLOYD TALENT RD.
FRANKLIN, NC 28734
(5)
REDUCE R/W TO 18' LT.
FROM 7+25 TO 8+15
BEGIN CURB & GUTTER LT.
FROM 7+25 TO 8+15 12'
(3)
~u+uu - ~- ~u+uu
4~ 5
x~w
9+50 _ I _ 9+50
I
I
I
g+00 I 9+00

_
W ~ -
- _ _ 1
a+50 I 8+50
s+oo ~ e+o0
- ~-
.WELL ~
18' ~
i
7+50 _ ' _
4~5'
RIW = 7+50

~+oo - -
_ ~_
I
I
I
~+oo

6+50 I
_ I_
6+50
6+00 _ I_ 6+00

5+50 I
I
I
- (-

5+50
4~ 5
rz~w
s+uo ~ s+no
S TR50-2
(7)
ADD 18" CMP. RT. TO LT.
STA. 8+70
RAY, ESTHER MRS.
C/0 R S JONES, JR.
FRANKLIN, NC
(6)
ADD 18" CMP. RT. TO LT.
STA.7+30
SHARP, MICHAEL
139 MACK BRANCH RD.
FRANKLIN, NC 28734
(4)
(3)

' ~ ~STR50-3 )s+uu - 1-

(9) I
415,
RIW
14+50 _ 1 _
I
PL STA.14+30 I

5' I
1
1-STORY FRAME GARAGE
2 X14+0
- I
2 - I-
1

PASSMORE, JAMES LIFE ESTATE I
1
260 MACK BRANCH RD. 1 +so _ 1_
FRANKLIN, NC 28734 I
(9) 1
I
BEGIN 24' CURB & GUTTER RT. & 1
LT. FROM STA. 12+00-14+25 1
13+00 -
-
1
I
I
REDUCE R/W TO 18' FROM

12+00-14+25 ON LT. SIDE
1z+so 1
_ _
41::5
RIW
PL _ ~_~.,___ STA. 12+24
rz+oo _ 1_
I
CARPENTER, INA M & ELBERT 1
225 MACK BRANCH RD. I
FRANKLIN, NC 1
(8) I

' 11+$0 _ _
I
I

PL STA.11+12 I
- -- _i_ _ _
1 00
-_ -I---
I

(7 )

f0+50 1
I
_ I
I
I
41 5
RIW
I U+0(I 1
~s+uu
14+50
S rR50-3
(10)
STA.14+35 pI
14+00
13+50
13+00
GREEN, JANIE HASKETT
LEE, BESSIE MAE H
FRANKLIN, NC
(10)
NOTE: DRIVE ON RIGHT TO BE
RECONSTRUCTED FROM STA.
12+50 TO 13+50
CURB 8~ GUTTER SECTION 14
FROM 11+25-12+00 ON RIGHT
STA.12+24 PI
STA. 11+25-12+00
(8)
12'
r 1+so21 ' ~12' WOOD FRAME
~ UTILITY BUILDING
STA.11+12 -, _ - ~,.v_ PI
" ADD 24" CMP. RT. TO LT.
STA. 11+10
i0+50 ( 7 )
10+00

' -S~TR50-4 2p+(JQ - I-
'!
27' 19
- - 415
1-STORY WOOD R I W -
FRAME HOUSE ~ 1
41 1s+5a
1_
14 I
'REDUCE R/W LT. TO 14'
FROM STA. 19+00-20+25
BEGIN C 8~ G LT. 12'
STA.19+00 TO 20+25
(12)
PL
GREEN, MARY LOUISA BISHOP
315 MACK BRANCH RD.
FRANKLIN, NC 28734
(11)
1-STORY WOOD FRAME
1s+oo
18+50
--ra _ . _
I
I

17+50 I
I
_ I _
41 S
RIW
I

n+oo I
_ ~ _
I
I

76+50 I
I
I
I
(
12'
16'
- - - ~,..~
23' TWO STOGY BLOCK
& FRAME CAN HOUSE
1s+5o REDUCE R/W TO 15'
RT. FROM STA. 19+75-20+25
FOR BUILDING AND WELL
1s+oo
18+50
BEGIN C ~ G RT. 8~ LT. 14'
FROM STA. 18+75-20+03
EXIST.18" CMP. TO BE REPLACED
WITH 24" CMP. RT. TO LT.
16+0o STA. 18+20
17*50 GREEN, GEORGE JR
377 MACK BRANCH RD.
FRANKLIN, NC 28734
(12)
17+0o STA.17+04 PI
16+50
50' I
----- I
4'
16+00 _ 1_ 16+00
I
21' I
28' - - I
I
1s+so _ I_ 1s+so
I
REDUCE R/W TO 18' LT. I
STA. 15+50-16+50 41:5
<< I w
1 i+pQ I 1.5+UO
(11)

PL
• ~ STR50-5 25+00 - I- 2j+pp STR50-5
I
4I5
RIW
za+so _ I _ za+so 1~ICMAHAN, GARY R
I 521 MACK RD.
I FRANKLIN, NC 28734
(15)
I
za+oo _ I_ 2a+°o
I
I
I
_ _ _ .I _ _ . EXIST. 18" CMP. TO BE REPLACED
WITH 18" CMP. RT. TO LT.
z +so - - - - - - - STA. 23+60
- I-
I STA. 23±~0.~~-._ _ _ .~._F.L
I
NANTAHALA POWER 8~ LIGHT CO. I
301 NP&L LOOP
FRANKLIN, NC 28734 z3+oo I zs+oo
(14) - I-
I
- - - -I- - - ~` EXIST. 18" CMP. TO BE REPLACED
WITH 18" CMP.RT. TO. LT.
-- -I - - - STA. 22+74
zz+so _ t zz+so
41 5
RIW
I WYKLE, WILLIE
425 NOAH GIBBON RD.
I FRANKLIN, NC 28734
zz+oo _ I _ az+oo (13 )
I
STA. 21+85 ~~ ~
I
I
21+50 _ I_ 21+50
I
I
I 7 5 ___-•__-~ P I
I
z~+oo _ I _ zi+oo
I
(12) I
. I
I
20+50 _ I_ 20+50 (1 2 )
I
I
21' 4 15.~ \
1-STORY WOODI 1 ' R w
FRAME SHED 26' I 16' WELL

S~TR50-6
(14)
(14)
30+00 - I- 30+00 STR50-6
I
-- RIW
_
I
29+50 _ I _
I 29+50
I
- - - ~ - -
E~EST. 18" CMP. TO BE REPLACED
WITH 18" CMP. RT. TO LT.
zs+oo _ _ _ _
I ~
I
I 2 + o STA. 29+18

28+50 I
I
_ I_
I

28+50
I EXIST. 24" CMP. TO BE REPLACE
_ _ _ _
_ _ _ WITH 36" CMP. RT. TO LT.
_ _ _ _ _ _
I 2 +29
ze+oo _ I_ z8+oo
I
MCMAHAN, RANDY LEE
I 561 MACK BRANCH RD.
I FRANKLIN, NC 28734
I (16)
27+50 _ I 27+50
~I~
I "'
I , ~~_~,v,_~L
STA.27+25
I ~
z7+oo _ I_
I
I 27+00

26+50 I
I
_ I_
I
I

26+50

26+00 I
I
_ I_

26+00
I
i
I (15)

2s+so I
_ I _
I
zs+so
-
_ _ _ ~ _ __ ADD 18" CMP . RT . TO LT .
25+30
STA
-~ 'W - .
-
I
15+00 I ~5+00

- ~ ~ STR50-7
E.O.P. STA. 31+OS
NANTAHALA POWER 8c LIGHT CO.
PO BOX 260
FRANKLIN, NC
(17)
(14)
35-00 - I-
I
4I5~
RIW_
34+50 _ I_
I
I
I
I
3a+00 I
I
I
I
I
33+~ I
I
I
I
I
33+DO I
I
I
32*50 _ I
t~l g
RIW
I
3z+oo _ I_
I
I
I
I
31+50 I
I-
I
I
`" - - I -
,
1+00 _ _
- - -I - - -
I
I
I
30+50 _ I_
I
I
4 15'
RIW
., p+00 I
S+UO
34+00
33+50
33*00
32+50
32+00
31+50
30+50
.3~+~~
STR50-7
(BEGIN EXIST. 60' R/W~
STA.31+05
E.O.P. STA. 31+OS
EXIST. 18" CMP. TO BE REPLACI
WITH 18" CMP. LT. TO RT.
STA. 31+05
(16)

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