20080996 Ver 1_Application_20080623

STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
LYNDO TIPPETT
SECRETARY
June 17, 2008
Mr. David Baker, NCDOT Regulatory Project Manager 080996
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Subject: Nationwide 14 Application
SR 1165 - Garland Ashe Road
Jackson County
State Project No. 14C.050058 (DWQ Minor Permit Fee $240)
Dear Mr. Baker:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, and
pave SR 1165, Garland Ashe Road, in Jackson County from SR 1001 for a distance of 2,350 feet
to the end of the project. This proposal entails widening and paving the existing gravel road to a
standard 18-foot roadway. The proposed improvements of SR 1165 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 2008-09 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 federally threatened
and endangered species. There are no records of threatened or endangered species for Flat
Branch or the unnamed tributaries of Flat Branch. Additionally, there are no records listed for
the entire Flat Branch watershed. There are no records listed downstream within Tilley Creek or
Cullowhee Creek. The impacts from the culvert replacements/extensions should be minimal.
Flat Branch and the unnamed tributaries are too small to support mussels. For these reasons, we
believe there will be "no effect" on threatened or endangered species.
I ,
This project has been submitted to the State Historic Preservation Office (SHPO) for review.
SHPO reviewed the project, ER08-0294, and determined that no archaeological or architectural
surveys are required.
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
Flat Branch is shown as a perennial stream on the USGS topographic map. The unnamed
tributaries of Flat Branch are not shown on the USGS topographic map. All of the streams have
well-defined channels. The channels are composed of silt, sand and gravel with some cobble.
The channels lack vegetation. The unnamed tributary at site 5 flows into Flat Branch
approximately 500 feet downstream of the road crossing. The unnamed tributary at site 4 flows
directly into Flat Branch at the culvert outlet. Flat Branch at site 1 flows approximately 165 feet
to Tilley Creek. Tilley Creek in turn flows approximately 1.4 miles to the confluence with
Cullowhee Creek. Cullowhee Creek flows 3.4 miles to the Tuckasegee River. Tuckasegee River
meets the definition of a Traditional Navigable Water. For these reasons, we believe these
streams meet the definition of Relatively Permanent Waters that flow directly or indirectly into a
Traditional Navigable Water and are 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 replace and extend four metal culverts and stabilize one
section of streambank on Flat Branch and unnamed tributaries of Flat Branch (DWQ Class Q.
Listed below is a summary of the proposed impacts.
Site No.
Station Existing Condition Proposed Condition Net Impacts
Site 1; 1+35 40' x 48" CMP 85' x 48" CMP 45'
Site 1; 1+35 Free Flowing Channel Temporary Dike/Flow Diversion 110'
Site 2; 2+45 35' x 48" CMP 45'x 48" CMP 10'
Site 2; 2+45 Free Flowing Channel Temporary Dike/Flow Diversion 70'
Site 3; 3+90 to
4+12 Eroding Streambank Stabilized Streambank 22'
Site 3; 3+90 to
4+12 Free Flowing Channel Temporary Dike/Flow Diversion 47'
Site 4; 7+65 30'x 24" CMP 45' x 24" CMP 15'
Site 4; 7+65 Free Flowing Channel Temporary Dike/Flow Diversion 70'
Site 5; 18+45 30' x 24" CMP 105' x 42" x 29" Arched Culvert 75'
Site 5; 18+45 Free Flowing Channel Temporary De-watered Channel 130 ft
Total Permanent Impact to Linear Feet 167
Total Temporary Impact in Linear Feet 427
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 requesting Mr. McHenry and Mr. 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 me at [phone].
Your early review and consideration will be greatly appreciated.
Sinc rel ,
onathan L. Woo ard, P.E.
District Engineer
cc: Mr. Brian Wrenn, DWQ, DENR, Raleigh (four copies)
Mr. Mike Parker, DWQ, DENR, Asheville
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. Troy Wilson, Biologist, USFWS Asheville
Mr. J. B. Setzer, P.E., Division Engineer, NCDOT
Ms. Lori Jones, P.E., Jackson County Maintenance Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. E. L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT

Office Use Only' Form Version March 05
USACE Action ID No. DWQ No. 2 0 0 8 0 9 9 6
1• _1_1 _11 WIT/A"I
(If any particular item is not appltcame to tnts project. please eiuci iNt)L r-YYu%,avic vi - ? .;
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: NW 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: 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(a dot 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
Pagel 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 k_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.
Name of project: Widen grade drain and pave SR 1165 Garland Ashe Road in Jackson
County
2. T.I.P. Project Number or State Project Number (NCDOT Only): 14C.050058
3. Property Identification Number (Tax PIN):
4. Location
County: Jackson Nearest Town: Cullowhee
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): From Cullowhee take NC 107
South to SR 1001 Turn right on SR 1001 and follow to SR 1165. Turn left on SR 1165.
This is the project
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): 1.08 acres
7. Name of nearest receiving body of water: Flat Branch (DWQ Class C)
8. River Basin: Little Tennessee
(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/mai)s/.)
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 changing the road profile and paving.
Equipment to be used will be Track Hoes Back Hoes Dump Trucks, Bulldozers, Manual
Labor, sandbags pumps and diversion pipes
11. Explain the purpose of the proposed work: To pave widen the shoulders and improve the
alignment 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 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 permits have been applied for previously
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. 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.
Page 3 of 9
1. Provide a written description of the proposed impacts: Plastic sheeting and sandbags will be
placed in the stream channel above culvert to create an impervious dike. Water will be
diverted or pumped around culvert installation site. Culverts will be installed and the
tem ora impervious dike will be removed after culvert installation.
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,
i..1-+ +? At +n'knfl, ctn,rtnre. and flooding.
scj?atat

Wetland Impact
Site Number
(indicate on map) Uly 1131 "IF"' a .,..., ?.,

Type of Impact ., - »-- -- --- - - -
Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.)
Located within
100-year
Floodplain
(yes/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
?.. 1 :» ,aoa r„ .,olo„tntP nrYPnOP m» ltinly length X width. then divide by 43,560.
111US1 Uc

Stream Impact
Number
(indicate on map) 1111.1UUCU. • v ?+u-v

Stream Name ----- ..

Type of Impact
Perennial
or
Intermittent
?
Average
Stream Width
Before
Impact _
Impact
L
Area of
mpact
(acres)
1@ Station 1+35 F lat Branch Culvert Extension P 2 45 0.00207

1@ Station 1+35
Flat Branch Impervious Dike/Flow
Diversion P 2 110 N/A
2 @ Station 2+45 Flat Branch Culvert Extension P 2 10 0.00046

2 @ Station 2+45
Flat Branch Impervious Dike/Flow
Diversion P 2 70 N/A

3 @ Station 3+90
to 4+12 Flat Branch Streambank Stabilization P 2 22 0.00101

3 @ Station 3+90
to 4+12
Flat Branch Impervious Dike/Flow
Diversion P 2 47 N/A
4 @ Station 7+65 UT to Flat Branch Culvert Extension P 1 15 0.00034
4 @ Station 7+65 UT to Flat Branch Impervious Dike/Flow
Diversion P 1 70 N/A
Page 4 of 9
5 @ Station 18+45 UT to Flat Branch Culvert Extension P 2 75 0.00344
5 @ Station 18+45 UT to Flat Branch Impervious Dike/Flow Diversion P 2 130 N/A
TzttaI Strg , hW_ tMWJ aO-vi . :167 6432
Total Temporary Impacts for Flow Diversion & Impervious Dikes 427 N/A
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill- excavation. dredging. flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on map) V v
Name of Waterbody
(if applicable) _
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
N/A

Total Open Water Impact (acres)
List the cumulative impact to all Waters of the U.S. resulting from the project.
Stream Impact (acres): 0.00732
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.00732
Total Stream Irnpa, . (linear 'feet)_,PeManent 1.61
6. 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
7. 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
Current land use in the vicinity of the pond:
Size of watershed draining to pond: N/A Expected pond surface area: N/A
Page 5 of 9
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. Culverts will be extended the
minimum length necessaa to improve to meet current NCDOT standards. All pipe extensions
will be placed below the existing stream bed so natural substrate can be re-established. The
culvert installation sites will be de-watered to minimize impacts from sedimentation.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Page 6 of 9
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet): 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 ?
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 El
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
Page 7 of 9
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.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone t extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what
Donation of Property, Riparian Buffer Restoration .
Riparian Buffer Restoration Fund). Please attach all
within 15A NCAC 2B.0242 or.0244, or.0260. N/A
type of mitigation is proposed (i.e.,
Enhancement, or Payment into the
appropriate information as identified
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Stormwater will be diverted through settling basins or grass lined buffers prior to entering
streams (See 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
Page 8 of 9
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 road is a dead end rural road Currently this area is single family residential. The road is
being upgraded only to minimum secondary standards; thus it is not likely that development
patterns would change significantly_
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).
N/A
Applicant/A?ent's Signature Dale
Agent's signature is valid only if an authorization letter from the applicant is provided.)
Latitude/Longitude for the impact sites listed in table below.
Site # Degrees N Degrees W
1 035.26733 083.19797
2 035.26694 083.19830
3 035.26667 083.19814
4 035.26576 083.19809
5 035.26303 083.19713
Page 9 of 9
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Jackson COUNTY
ROAD NAME Garland Ashe Rd.
SR 1165
W.O. 14C.050058
FROM SR 1001 2,350' to Dead End
ADDITION No
IMPROVEMENT Yes
TO BE PAVED Yes
P. POLES TO BE MOVED 2
T. POLES TO BE MOVED 0
R/W WIDTH 45'
SCALE 1" = 50'
DATE 2-9-05
DESIGN YEAR 2028
DESIGN ADT 40

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5+00
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5+00
O
DAVID WARD
PO BOX 2782
CULLOWHEE. NC 28723
O ?
BILLY RAY BALDW I N EXIST. '48' DIP
PO BOX ?L- 2.45 ?
CULLOWHEE. NC 28723
LIVE :WATER
-r -------------- P? --------
2-00
i
l+5O i
ri , J ,f P /,.,j 4-o f
EXIST. ;48' C MP
? .? 1/ '
I VE WATER 1 4- 3 5
AIG O
KIM COOK
42 GARLAND ASHE RD.
CULLOWHEE. NC 28723
0+00
0+00
O 10+00 10+00
I
JESSE A. CUNEO
239 GARLAND ASHE RD. liw
CULLOWHEE. NC 28723
I
9.50
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ALTON ABERNATHY
157 GARLAND ASHE RD. I
CULLOWHEE. NC 28723 '
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EXIST. '24" CAP
REPLACE 36 CIAP
7 7.65
LIVE ATER
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--------------- FL --------------
PL
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6.30
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EDWIN WATCHMAN
PO BOX 425
CULLOWHEE. NC 28723
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-------------P-L--------------
5.50
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5+00 ? 5+00
15+ TO 1,5+00
I A= / I
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vv
MICHAEL WILKES
289 GARLAND ASHE RD.
CULLOWHEE, NC 28723
U,
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Pc
--------------P1=-------------
13-
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EXIST. 118' C MP
14.50
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12.15
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EXIST. ?4" C P
14.00
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.0
SANDRA HOOPER
270 GARLAND ASHE RD.
CULLOWHEE, NC 28723
--------------P-L---------
1 150
10+00 I I 10+00
0

20+00
EXIST. 18\X! 4'
20+00
CH CMP
19.75
VE I9 TER
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EXIST. X24" C P
18•
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RAYMOND H. TRINE TRUSTEE
PO BOX 449
CASHIERS. NC 28717
tEP ACE W/ 36" MP-------------P1-----------
0 --t-> 1?? 18.5E
LIVE MATER
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EXIST. :18" C MP
17.70
AIC
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15+00

?S
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0
15+00
dref
STA. 1550 - 16.00
REDUCE R/W TO 15'
RT. FOR RESERVOIRS

25+00
E.O.P. 23.50
11
JACKIE METHVEN
PO BOX 964
DILLSBORO, NC 28725
------------- P-L - -------------
20.55
O
20+00
25+0p
A-- ,
1
1
1
1
1
1
1
1
E.O.P. 23.50
1 --------------------------
1
1
1
1
1
-r 12
1
' BILLY L. PEEK
1553 BLACKDUCK ST. SW
1 SUPPLY. NC 28462
1
1
1
4 ------------ PL -------------
w 22.25
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1
1
1
1
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10
1
TILEY CREEK PROPERTIES IN
' PO BOX 366
DILLSBORO. NC 28725
1
1
1
IST. Z4" C P
-?- <2- 0
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Hw ------------PL-------------
20.25
-j- 20+00 0

VICINITY MAP
Jackson County
SR 1165
t
WT13STER?+
POP, 561
{
en Creels

1T?1a e'
a 1710 r
?'? 1739 MOSS
--- Crook
Culfawhee Ch
17
173.5 Cawarts
?;. 738
O ? 1 Q
b ' =? d
+ ? ' 17aana:
?
? East Wood 1 1175
1172 }ems 1171' ?r
v? e • ?' ?`? t ?,? 1133 .12
t PANTHER KNOB f r
S ELEV.4.t110 e SpssdwoU
/ t
rie
1 ? r261 Project 1157 BUCK KiCHERRY KNOB
1001 OB ELEV. 4,292
1303
r 300 1164 n 1157 N
i
'
4301 EAGLE
Pv kirfiovm KNOB
\
+ 1160 f15
1 ' sTUCKASEGEE
t70ubla Sprin FALLS Ch.
` R
WOLF ?`` _ ' y) Tr
KNOB f? :\
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Site 5
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Outlet

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