19990414 Ver 1_Complete File_19990428

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
A' 6 ? •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 29, 1999
Mr. Bill Gilmore
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr. Gilmore:
Re: Certification Pursuant to Section 401 of the Federal Clean Water Act,
Proposed Widening of NC 28 from Edwards Gap to SR 1231
WQC Project #: 990414 TIP #: R-A-9DD State Project #: 8.3019122
County: Graham
Attached hereto is a copy of Certification No. 3260 issued to the North Carolina Department
of Transportation dated November 29, 1999.
If we can be of further assistance, do not hesitate to contact us.
Attachments
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Mr. John Hennessey; DWQ
Central Files
Si rel
rr . Stevens
s
Division of Water Quality • Non-Discharge Branch
1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper

NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division
of Water Quality (DWQ) Regulations in 15 NCAC 2H, Section .0500. It is issued to North
Carolina Department of Transportation resulting in 6.93 acres of wetland impact in Graham
County pursuant to revise application filed on the 29' day of September 1999 to widen NC 28
from Edwards Gap to SR 1231.
The application provides adequate assurance that the discharge of fill material into the
waters of Fontana Lake in conjunction with the proposed development will not result in a
violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State
of North Carolina certifies that this activity will not violate the applicable portions of Sections
301, 302, 303, 30b4 307 of PL 92-500 and PL 95-217 if conducted in accordance with the
application and conditions hereinafter sct forth.
This approval is only valid for the purpose and design that you submitted in your
application, as described in the Public Notice. If you change your project, you must notify us
and send us a new application for a new certification. If the property is sold, the new owner must
be given a copy of the Certification and approval letter and is thereby responsible for complying
with all conditions. If total wetland fills for this project (now or in the future exceed one acre,
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 below. In addition, you
should get any other federal, state or local permits before you go ahead with your project
including (but not limited to) Sediment and Erosion control, Coastal Stormwater, Non-discharge
and Water Supply watershed regulations.
Condition(s) of Certification:
Appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of two manuals. Either the "North Carolina
Sediment and Erosion Control Planning and Design Manual" or the "North Carolina
Surface Mining Manual" (available from the Division of Land Resources in the
DEHNR Regional or Central Offices). The control practices shall be utilized to prevent
exceedances of the appropriate turbidity water quality standard (50 NTUs in all fresh
water streams and rivers not designated as trout waters; 25 NTUs in all lakes and
reservoirs, and all saltwater classes; and 10 NTUs in trout waters);
2. All sediment and erosion control measures placed in wetlands or waters shall be
removed and the natural grade restored after the Division of Land Resources has
released the project;
3. Measures shall be taken to prevent live or fresh concrete from coming into contact with
waters of the state until the concrete has hardened;
4. Should waste or borrow sites be located in wetlands or other waters, compensatory
mitigation will be required since it is a direct impact from road construction activities;
5. Compensatory mitigation shall be done in accordance with the CORPS of Engineers
requirements at least as those described in the September 16, 1999 public Notice. DWQ
shall be copied on the final mitigation decision once the mitigation banking instrument
for the Tulula Creek mitigation has been approved.
Al •
Violations of any condition herein set forth shall result in revocation of this
Certification and may result in criminal and/or civil penalties. This Certification shall
become null and void unless the above conditions are made conditions of the Federal
404 and/or Coastal Area Management Act Permit. This Certification shall expire upon
expiration of the 404 or CAMA Permit.
If this Certification is unacceptable to you, you have the right to an adjudicatory hearing
upon written request within sixty (60) days following receipt of this Certification. This
request must be in the form of a written petition conforming to Chapter 150B of the
North Carolina General Statutes and filed with the Office of Administrative Hearings,
P.O. Box 27447, Raleigh, N.C. 27611-7447. If modifications are made to an original
Certification, you have the right to an adjudicatory hearing on the modifications upon
written request within sixty (60) days following receipt of the Certification. Unless
such demands are made, this Certification shall be final and binding.
This the 23 d day of November 1999
DIVISION OF WATER OUALITY
WQC # 3260
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201 E. NORRIS TOLSON
GOVERNOR SECRETARY
April 20, 1999
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, North Carolina 28801-5006
Attention Mr. Steve Lund
NCDOT Coordinator
Subject: Graham County, NC 28 (Future US 19-74-129 Relocation), from Edwards
Gap to east of SR 1231 at Stecoah, Federal Aid Project
No. APD-12-1(22), State Project No. 8.3019122, TIP No. A-9 DD;
USACE Action ID 199505335.
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to widen
and realign NC 28 in Graham County, from Edwards Gap to east of SR 1231 at Stecoah.
The current roadway will be widened to a four-lane facility with a 30-foot median. There
will be 8-foot useable shoulders along the project, 2 feet of which will be paved.
This letter concentrates upon Section DD of TIP No. A-9. This section of A-9 has
a length of 2.85 miles. This section of the "D" portion of A-9, section DD, has a let date
of April 2000. Other sections of the project (A-9A, A-913 and A-9C) are scheduled for
construction after the year 2000.
NEPA Documentation
The subject project has been divided into sections because the D section serves
different transportation functions than the A, B and C sections do. Section D involves
widening along existing NC 28 and would accommodate local traffic use with an
improved roadway. In the future, this section of the roadway will serve heavier traffic
volumes as part of the future US 19-74-129 relocation (Sections A, B and C). Sections
A, B and C will occur on new location and provide a new, improved travel corridor
through the Appalachian Mountains. The future US 19-74-129 relocation roadway will
replace the current, heavily traveled roadway stretch along the Nantahala Gorge.
The Draft Environmental Impact Statement (EIS) for the NC 28, future US 19-74-
129 relocation, was approved by the Federal Highway Administration (FHWA) on
December 4, 1978. The Final EIS for the subject project was approved on February 4,
1984. A Reevaluation of the Final EIS was done on sections DB, DC and DD of TIP
No. A-9 and was signed by the FHWA on October 31, 1995. These documents include
studies that investigated impacts to natural systems and protected species, particularly the
Reevaluation of the Final EIS for A-9 DB, DC and DD. Copies of each document have
been provided to regulatory agencies involved in the permit review process. A
Supplemental Draft EIS will be completed for the remaining sections of TIP
No. A-9 (A-9A, A-913 and A-9Q.
The NCDOT has reviewed the list of federally-protected species produced by the
U. S. Fish and Wildlife Service for Graham County. Since completion of the
Reevaluation of the Final EIS, no new species have been added for this county (as of
January 15, 1999 listing).
Previous Project Sections
The NCDOT has completed construction of TIP No. A-9 DA (USACE Action Id
199304598). The section was completed in August 1997. The NCDOT mitigated for
wetland impacts at the Tulula Creek Mitigation Bank in Graham County.
The NCDOT is currently constructing TIP No. A-9 DB/ DC, from Graham
County SR 1232 to Swain County SR 1121 at Almonds DA (USACE Action Id
199505335). This project has an anticipated completion date of December 2000. The
NCDOT mitigated for wetland and stream impacts at the Tulula Creek Mitigation Bank
in Graham County.
Impacts to Waters of the United States
Impacts to water of the United States cannot be avoided in order to construct the
proposed project. The project lies in the Wolf Creek sub-drainage basin of the Little
Tennessee River Basin. Road construction will result in 5.17 acres of fill in wetlands,
1.14 acres of excavation in wetlands, 0.62 acre of mechanized clearing in wetlands, 0.02
acre of drained wetlands, 3.77 acres of fill in surface water, and 1,397 feet of stream loss.
Wetland delineations were conducted in October 1997 using the field delineation
methods outlined in the 1987 U.S. Army Corps of Engineers Wetland Delineation
Manual. The U. S. Army Corps of Engineers (Mr. Steve Lund) verified these wetland
delineations in November 1997. Wetland evaluations for each wetland site were also
conducted according to the Division of Environmental Management (DEM) Guidance for
Rating the Values of Wetlands in North Carolina, Fourth Version.
Table 1 summarizes impacts to wetland communities by site number, Cowardin
classification, DEM rating, fill in wetlands, excavation in wetlands impacts, and impacts
to wetlands from mechanized clearing (III). Cowardin classification refers to guidelines
developed to classify wetlands and deepwater habitats as outlined in Classification of
Wetlands and Deepwater Habitats of the United States by Cowardin et al. (1979).
Table 1. Impacts to Wetlands from TIP No. A-9 DD
Permit
Site
Cowardin DEM
Rating
Fill
Excavation Mecb.
Clearing Total
Impacts
1 PSS 1 B/PEM 1 B 49 1.09 N/a 0.02 1.11
3 PEM 1 B 25 0.03 N/a N/a 0.03
4 PEM 1 B 25 0.27 N/a N/a 0.27
5 PEM 1 B 29 1.06 0.07 0.17 1.30
6 PEM 1 B 34 0.99 0.57 0.15 1.71
8 PSS 1 B/PEM 1 B 62 0.10 0.42 0.05 0.57
9 PFO 1 B 28 N/a 0.05 N/a 0.05
10 PFO1B 28 0.15 N/a 0.02 0.17
11 PSS1B/PEM1B 35 1.48 0.03 0.21 1.72
Total Impacts to Wetlands 5.17 1.14 0.62 6.93
Note: All figures are reported in acres.
"PSS 1 B" denotes palustrine scrub/shrub that has deciduous vegetation and is
saturated.
"PEM1B" denotes emergent vegetation that is saturated.
"PFO 1 B" denotes palustrine, deciduous vegetation that is saturated.
The NCDOT has proposed stream relocations of Wolf Creek and a roadside
drainage ditch in wetland communities. These proposed stream relocations have been
designed using natural stream channel techniques, and mimicked the existing channel of
Wolf Creek or an existing roadside drainage ditch through the wetlands. The NCDOT
must relocate the roadside drainage ditch, from Station No. 26+20-L- to Station
No. 27+50-L-), in order to avoid hydrologic trespass upon the adjacent properties.
The NCDOT has also had to install drainage ditches at Site 10 (Sheet 56 of 69) to
avoid hydrologic trespass. The NCDOT believes that the drain effect will be very small
and has included 0.02 acre of drained wetlands on the summary sheet and in the
application.
Impacts to wetlands occur predominately to disturbed, herbaceous wetlands found
in close proximity to Wolf Creek. Vegetation at these wetlands includes rush (Juncus
effuses), sedge (Carex sp.), blackberry (Rubus sp.), fescue (Festuce sp.) with pockets of
tag alder (Alnus serrulata), black willow (Salix nigra), elderberry (Sambcus canadensis),
and Chinese privet (Ligustrum sinense) found in these wetlands. Some areas are
maintained by mowing while others are irregularly maintained. Many of these wetlands
are located under a power line corridor that parallels NC 28.
4
Stream impacts are associated with relocating stream channels, extending culverts
and relocating pipes for driveway access. Strear- -locations have been designed using
natural stream channel techniques. Table 2 sum... izes impacts to stre.-tns.
Tahle 2: ` Impacts to Streams from TIP No. A-9 DD

'Permit Site Surface Water
Area (acre) Existing Channel
Length (feet) Relocated
Channel (feet) Channel Loss
(feet)
1 0.03 1096 623 473
2 0.01 150 N/a 150
3 0.12 1181 889 292
4 0.17 787 666 121
5 0.07 869 741 128
6 0.10 551 521 30
7 0.01 66 66 0
8 0.12 551 567 +16
9 0.01 75 N/a 75
10 0.02 144 N/a 144
12 3.11 N/a N/a N/a
Totals 3.77 acres 5,470 feet 4,073 feet 1,397 feet
Project construction will impact 5,470 feet of stream, and result in relocating
4,073 feet. The increase in stream channel results from relocating a "straight" stream
channel with a meandering channel. Therefore, channel loss resulting from project
construction will be 1,379 feet.
Compensatory Mitigation
The NCDOT proposes to provide compensatory mitigation by utilizing credits
from the Tulula Creek Mitigation Bank in Graham County. A ledger of the credits used
from the mitigation bank has been attached (Table 3). The NCDOT recognizes that
additional mitigation credits at this site cannot be used until an acceptable mitigation
banking instrument has been established for the site.
Summary of Project Impacts
In summary, the project will result in the fill of 6.91 acres of wetlands, in
excavation of 1.14 acres of wetlands, in mechanized clearing of 0.62 acres of wetlands
and in 0.02 acre of drain wetlands. The project will impacts 3.77 acres of surface water
and 5,470 feet of stream. Of this amount, 4,073 feet of stream will be relocated using
natural stream channel design techniques in the hydraulic planning. There will 1,397 feet
of stream loss from project construction.
The NCDOT requests that the USACE issue a Section 404 Individual Permit for
the proposed road project. Application for 401 Water Quality Certification is also
requested from the N. C. Division of Water Quality. The NCDOT also asks that the
NCWRC provides comments and a concurrence letter to the USACE since the project
lies in a trout county.
Thank you for your assistance with the project. If you have any questions or need
any additional information concerning this project, please contact Mr. Phillip Todd of my
staff at [phone], extension 314.
Sincerely,

William D. Gilmore, P. E., Manager
Project Development and Environmental Analysis Branch
WDG/pct
cc: Mr. David Franklin, USACE, Wilmington
Mr. John Dorney, NCDWQ, Raleigh
Ms. Kathy Matthews, USEPA, Atlanta
Mr. Mark Cantrell, USFWS, Asheville
Mr. Mark Davis, NCWRC, Waynesville
Mr. N. L. Graf, P. E., FHWA
Mr. William Rogers, P. E., Structure Design
Mr. Whit Webb, P. E., Program Development Branch
Mr. Len Hill, P. E., Highway Design
Mr. A. L. Hankins, P. E., Hydraulics Unit
Mr. Tom Shearin, P. E., Roadway Design
Mr. F. D. Martin, P. E., Division 14 Engineer
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APPLICATION FOR DEPARTMENT
OF THE ARMY PERMIT
(33 CFR 325)
OMB APPROVAL NO. 0710-003
Expires October 1996
Public reporting burden for this collection of Information is estimated to average 5 hours per response, including the time for
reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and
reviewing the collection of Information. Send comments regarding this burden estimate or any other aspect of this collection
of Information, Including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service
Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202.4302; and
to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC 20503. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authority: 33 USC 401, Section 10: 1413, Section 404. Principal Purpose: These laws require authorizing activities In, or
affecting, navigable waters of the United States, the discharge or fill material Into waters of the United States, and the
transportation of dredged material for the purpose of dumping it Into ocean waters. Routine Uses: Information provided on
this forth will be used In evaluating the application for a permit Disclosure: Disclosure of requested Information is voluntary.
If Information is not provided, however, the permit application cannot be processed nor can a permit be Issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must
be attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having
jurisdiction over the location of the proposed activity. An application that is not completed In full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED
4. DATE APPLICATION COMPLETED
(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANTS NAME
8. AUTHORIZED AGENTS NAME AND
TITLE (an agent is not required)
North Carolina Department of Transportation
6. APPLICANTS ADDRESS
Mr. William D. Gilmore, P. E.
9. AGENTS ADDRESS
P.O. Box 25201
Raleigh, North Carolina 27611
7. APPLICANTS PHONE Nos. W/AREA CODE
a. Residence
b. Business [phone]
10. AGENTS PHONE Nos. W/ AREA
CODE
a. Residence
b. Business
11. STATEMENT OF AUTHORIZATION
I hereby authorize, to act in my behalf as my agent in the processing of this
application and to furnish, upon request, supplemental information in support of this permit application.
APPLICANTS SIGNATURE
DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
NC 28 (Future US 19-74-129 Relocation), from Edwards Gap to east of SR 1231 at Stecoah,
13. NAME OF WATERBODY, IF KNOWN (if applicable)
Wolf Creek and its tributaries
15. LOCATION OF PROJECT
Graham County North Carolina
COUNTY STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
17. DIRECTIONS TO THE SITE
See vicinity map associated with permit drawings
18. Nature of Activity (Description of project, include all features)
14. PROJECT STREET ADDRESS
(if applicable)
widen NC 28 a four-lane facility with a 30-foot median, 8-foot useable shoulders, 2 feet of which will be paved
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
See Revelation of the Final Environmental Impact Statement for the project, referenced in cover letter
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Roadway fill (in wetlands and surface waters), pipe/ culvert construction, stream relocation
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
Roadway Fill
22. Surface Area in Acres of Wetlands or Other Waters Filled (me instructions)
Permanent Fill in Wetland Impact: 5.17 acres Excavation in Wetlands: 1.14 acres
Temporary Fill in Wetland Impact: N/a acres Mechanized Clearing in Wetlands: 0.62 acres
Surface Water Impact: 3.77 acres
23. Is Any Portion of the Work Already Complete? Yes X No _ IF YES, DESCRIBE THE COMPLETED
WORK See Attached cover letter
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (lf more than can be
entered here, please attach a supplemental list).
See listing of property owners associated with permit drawings
25, List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work
Described in This Application.
AGENCY TYPE APPROVAL IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED/ DENIED
. Would include but is not restricted to zoning, building, and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. 1
certify that the information in this application is complete and accurate. I further certify that I possess the
authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant.
-41 C '/Q" 4?:
WAE11
SIGNATURE OF APPLICANT
SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant)
or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed.
16 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or
agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a
material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing
or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than
$10,000 or Imprisoned not more than five years or both.
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N. C. DEPT. OF TRANSPORTATION
ST\ E PRO,;. S'.3019122 DIVISION OF HIGHWAYS
GRAHAM COUNTY
PROJECT:8.3019122 (A-9DD)
US 74 FROM EDVi ARDS GAP
TO E.'iST OF SR 1231
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N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
GRAHAM COUNTY
PROJECT:8.3019122 (A-9DD)
US 7! FROM EDWARDS GAP
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SITE I: FROM STA 13+20 TO STA 14+85 -LRT-

ITEM EXISTING
STREAM REFERENCE
STREAM PROPOSED
RELOCATION
STREAM NAME WOLF CREEK WOLF CREEK WOLF CREEK
DRAINAGE AREA (DA) 67 ha 67 ha 67 ha
CHANNEL SLOPE (S) .025 .025 .035
BANKFUL WIDTH (Wbkf) 1.6 m 1.6 m 2.2 m
MEAN DEPTH (dbkf) 0.3 m 0.3 m 0.25 m
BANKFUL X-SECTION ARE
(A bi, f) 0.48 m 2 0.48 m2 0.55 m 2
WIDTH/DEPTH RATIO
(W bkf /d bkf) 5.3 5.3 8.8
Maximum DEPTH (d mbkf) 0.34 m 0.34 m 0.3 m
WIDTH Flood-Prone Area
(pa) 3.2 m 3.2 m 6.5 m
ENTRENCHMENT RATIO 2 2 3
CHANNEL MATERIALS: D50 14 mm 14 mm 14 mm
SINUOSITY (K) 1.1 1.1
I.0
MEANDERS:
AVG.LENGTH 22 m 22 m N/A
AVG. AMPLITUDE 4.5 m 4.5 m N/A
AVG. RADIUS 2.0 m 2.0 m N/A
DISCHARGES:
0 BANKFULL 0.52 m3/s 0.52 m 3/s 0.71 m3/s
02 I.Im3/s I.Im3/s 1.1 m3/s
010 2.0 m3/s 2.0 m3/s 2.0 m3/s
VELOCITY:
V BANKFULL 1.3 m/s 1.3 m/s 1.5 m/s
V2 1.6 m/s 1.6 m/s 1.7 m/s
VIO 1.9 m/s 1.9 m/s 2.0 m/s
CLASSIFICATION E4b (W/LOW K) E4b (W/LOW K) E4b (W/LOW K)
N. C. DEPT.OF TR.LNSPORTATION
DIVISION OF HIGHWAI'S
GRAHAM COUNTI'
PROJECT: 8.3019122
(A-9 DD)
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SITE 4 : FROM STA 21+85 TO STA 24+20 -L-

ITEM EXISTING
STREAM REFERENCE
STREAM PROPOSED
RELOCATION
STREAM NAME WOLF CREEK WOLF CREEK WOLF CREEK
DRAINAGE AREA (DA) 268 ho 268 ha 268 ha
CHANNEL SLOPE (S) .016 .016 .01
BANKFUL WIDTH (Wbkf) 2.4 m 2.4 m 3.0 m
MEAN DEPTH (dbkf) 0.3 m 0.3 m 0.25 m
BANKFUL X-SECTION AREA 0,72 m2 0.72 m2 0.75 m2
WIDTH/DEPTH RATIO
f /d hkr) 8,0 6.0 12
Maximum DEPTH (d mbkf) 0.6 m 0.6 m 0.3 m
WIDTH Flood-Prone Area
r, 32 m 32 m 4.0 m - 9.0 m
ENTRENCHMENT RATIO 13 13 1.3 - 3.0
CHANNEL MATERIALS: D50 60 mm 60 mm 60 mm
SINUOSITY (K) 1.1 1.1 1.0
MEANDERS:
AVG. LENGTH 15 m 15 m 18 m
AVG. AMPLITUDE 1.7 m 1.7 m 1.9 m
AVG. RADIUS 1.0 m 1.0 m 1.5 m
DISCHARGES:
0 BANKFULL 0.55 m3/s 0.55 m 3/s 0.67 m 3/s
02 4.6 m3/s 4.6 m3/s 4.6 m3/s
010 8.2 m3/s 8.2 m3/s 8.2 m3/s
VELOCITY:
V BANKFULL 0.97 m/s 0.97 m/s 0.86 m/s
V2 1.7 m/s 1.7 m/s 1.5 m/s
V10 2.0 m/s 2.0 m/s 1.8 m/s
CLASSIFICATION E W/LOW K E W/LOW K E W/LOW K
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ITEM EXISTING
STREAM REFERENCE
STREAM PROPOSED
RELOCATION
STREAM NAME TRIBU TARY TO WOLF CRE EK
DRAINAGE AREA (DA) 12.5 ha 12.5 ho 12.5 ha
CHANNEL SLOPE (S) .012 .012 .015
BANKFUL WIDTH (Wbkf) 1.1 m 1.1 m 1.5 m
MEAN DEPTH (dbkf) 0.25 m 0.25 m 0.18 m
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ENTRENCHMENT RATIO 1.4 1.4 5
CHANNEL MATERIALS: D50 N/A N/A N/A
SINUOSITY (K) 1.0 1.0 1.0
MEANDERS:
AVG.LENGTH N/A N/A N/A
AVG. AMPLITUDE N/A N/A N/A
AVG. RADIUS N/A N/A N/A
DISCHARGES:
0 BANKFULL 0.26 m3 0.26 m3 0.25 m3
02 0.21m3 0.21m3 0.21m3
010 0.37 m3 0.37 m3 0.37 m3
VELOCITY:
V BANKFULL 0.92 m/s 0.92 m/s 0.92 m/s
V2 0.71 m/s 0.71 m/s 0.88 m/s
VIO 0.85 m/s 0.85 m/s 1.0 m/s
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N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
GRAHAM COUNTY
PROJECT: 8.3019122
(A-9 DD)
SHEET OF q .441- (m

ITEM EXISTING
STREAM REFERENCE
STREAM PROPOSED
RELOCATION
STREAM NAME WOLF CREEK WOLF CREEK WOLF CREEK
DRAINAGE AREA (DA) 481 ha 481 ha 481 ha
CHANNEL SLOPE (S) .013 .0I3 .013
BANKFUL WIDTH (Wbkf) 3.1 m 3.1 m 4.2 m
MEAN DEPTH (d bkr) 0.4 m 0.4 m 0.33 m
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WIDTH/DEPTH RATIO
r /d bkr) 7,8 7.8 12.7
Maximum DEPTH (d mbkf) 0.61 m 0.61 m 0.4 m
WIDTH Flood-Prone Area
f e 39 m 39 m 17.5 m
ENTRENCHMENT RATIO 8.5 8.5 4.2
CHANNEL MATERIALS: D50 30 mm 30 mm 30 mm
SINUOSITY (K) 1.1 1.1 L0
MEANDERS:
AVG. LENGTH 38 m 38 m 39 m
AVG. AMPLITUDE 3 m 3 m 9 m
AVG. RADIUS 3 m 3 m 7 m
DISCHARGES:
0 BANKFULL 1.2 m3/s 1.2 m3/s 1.8 m3/s
02 6.3 m3/s 6.3 m3/s 6.3 m3/s
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VELOCITY:
V BANKFULL 1.2 m/s 1.2 m/s 1.2 m/s
V2 1.9 m/s 1.9 m/s 1.8 m/s
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N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
GRAHAM COUNTY
PROJECT:8.3019122 (A-9DD)
US 71 FROM EDWARDS GAP
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PIRROFILE
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HORIZONTAL SCALE
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DETAIL AM
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ALL COMPONENTS INCLUDING JlOAftS,
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ROOT WADS - PLAN VIEW
MDT TO SCALE
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STA 14+86 -LRT- RT
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STA 37+16 -LREV- RT
STA 14+86 -LRT- RT N. C. DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
GRAHAM COUNTY
PROJECT:8.3019122 (A-9DD)
US 74 FROM EDWARDS GAP
TO EAST OF SR 1231
SHEET & o IOFp r i 1y'L, 1'QT1
DET-L F
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STA 29+60 TO STA 29+88.5 -LREV- RT.
STA 30+06.5 TO STA 30+40 -LREV- RT.
DETAIL S
STREAM RELOCATION
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`Stoll O50' 0.2m Max.d - m
STA 30+40 TO STA 31+12.5 -LREV- RT.
STA 18+20 TO STA 19+20 -LREV- RT.
STA 19+36 TO STA 19+89.5 -LREV- RT.
DETAIL M
STREAM RELOCATION
I Not to :Cale I
I ?? ?r OG.-.cd
rill ,
N'3 7 'r,
-r t? ?( = Stream
Fllrer FoDrlc- i n. D m
! C'?
Mu'z. C 1.22 m 5 _ I,? In I
Type of Liner =NATIVE STONE d =mm 8= 2.0 m j
I RT.
-STA I+ A + -L V
DETAIL V
STREAM RELOCATION
I Not -0 4Cdle I
I D I Prppo Se!]
?I
42 co.
-•(B min. D 0 4 >' eam
rill- Fabric
MIn. GI = m C 1,5 m
Max. d:0_4 m 3=:.4m
m BI- r.
Naflve a VQ
Type of Liner =Stone din' 0.3m Max. dl' --
STA 35+40 TO STA 37+10 -LREV- RT.
STREAM RELOCATION
(Not to Scale )
Proposed
B FIU
4% SIODe N
roun ;? \ I Exist.
8 MIn. D• 0.3 m Stream
Finer Fabric Min. 01 • m b . 1.5 m
Max. d• 0.3 m B=15 m
Native Max. d - 0.3 m B = VQr
Type of Liner •S+.- den: 0.2m 1
STA 20+70 TO STA 21+20 -LREV- RT.
STREAM RELOCATION
( Not to Scale I
I D I Proposed
Fill
? --S
lope
N t r I Slope N.
round ?'y D \ 4% Exist.
Min. D 0.3 m Stream
b_ j?L m
B= PU m
STA 26+40 TO STA 27+01.5 -LREV- RT.
STA 27+14.5 TO STA 28+00 -LREV- RT.
STA 26+15 TO STA 26+38.5 -LREV- RT.
STREAM RELOCATION
( NOT % Soa1e I
I^1 Proposed
t I 4% fl'L I,SIODe N•ty
1.? °ua ?dt ' Exist.
Srr eam
Filler Foorlc B Min. D m
Min. DI = m b = 1.5 n1
Mox. d ' Qa? m B • m
Y.W
NOtlve Max. d
Type of Liner •Sfene 0'a- 0.2m I m BI
FROM STA 23+00 TO STA 23+45 -LREV- RT.
DETAIL AJ
BASE DITCH
I Not to Scale)
N
Ground d p roun 0.28
Fllrer Fabric 9 in. D .3286 m
d ; W(xst m
B U m
Type of Liner - NotlveStone d50 S'? m
LEFT OF STA 34+60 -LREV-
STREAM RELOCATION
(Not to Scale
D Proposed
B LFIII
dope N
.round
Exist.
B
Filter Fmrlc min.D = 0.3 m Stream
7S-T
Min. DI = v.? m D =m
Max.d• m B= m
Type of Liner Naflve Ma x.dlx Qj m BI=YW.
`Stone- d50•- 0..3m_.
STA 51+60 TO STA 52+05 -LREV- LT.
STA 52+80 TO STA 54+40 -LREV- LT.
FROM STA 23+71.5 TO STA 24+20 -LREV- RT.
PARCEL NUMBER
14
22
24
26
27
28
31
35
16
33
40
55
SUMMARY REPO;" OF PROPERTY JMNERS
PARCEL NUMBER
HOBART CABLE 6
68 4OLF CREEK ROAD
ALMOND N.C. 28701
ETHEL JENKINS 4
50A WOLF CREEK ROAD
ALMOND N.C. 28702
GERALD JENKINS 10
50 WOLF CREEK ROAD
ALMOND N.C. 28702
TONY TIPTON 13
42 WOLF CREEK ROAD
ALMOND N.C. 28702
SEL8A JEAN TIPTON 17
WOLF CREEK ROAD
ALMOND N.C.
SIMON C. PUGH 19
WOLF CREEK ROAD
ALMOND N.C.
IRENE TAYLOR 21
35 WOLF CREEK ROAD
ALMOND N.C. 28702
DENNIS BOWEN 41
30 WOLF CREEK ROAD
ALMOND N.C. 28702
MAXINE GREENE 39
RT.1 BOX 181A
ROBBINSVILLE N.C. 28771
BRUCE W. NIDY
47
EARL MEDLIN
RT.4 BOX 2070
LEICESTER N.C. 28748 46
TVA
C/O GREG MCKIBBEN
P.O. BOX 606
ATHENS TN. 37371
PAULINE d DARYL GUNTER
530 BRYSON BRANCH RD.
BRYSON CITY N.C. 28713
BARBRY MARIE McCRACKEN
RT.2, BOX 125C
ROBBINSVILLE N.C. 28771
KERR CABLE
73 WOLF CREEK ROAD
ALMOND N.C. 28702
i
JENNIFER CABLE HYDE
72A WOLF CREEK ROAD
ALMOND N.C. 28702
LEON SMITH
17 WOLF CREEK ROAD
ALMOND N.C. 28702
CLARENCE MOORE
66 WOLF CREEK ROAD
ALMOND N.C. 28702
DON JENKINS
51 WOLF CREEK ROAD
ALMOND N.C. 28702
JOHN MEDLIN
RT.2 BOX 15M
ROBBINSVILLE N.C. 28111
U.S. FOREST SERVICE
CEO GLEN MCCONNELL
RT.1 c 16A
CHEOAH .,;,LAGER STATION
ROBBINSVILLE N.C. 28771
DAVID R. CABLE
RT.2 BOX 116
R088INSVILLE N.C. 28771
BARNEY ANDREWS
STAR ROUTE
R088INSVILLE N.C. 28771
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
GRAHAM COUNTY
PROJECT:8.3019122 (A-9DD)
US 74 FROM EDWARDS GAP
TO EAST OF SR 1231
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H
DEPARTMENT OF THE ARMY r
Wilmington District, Corps of Engineers
Post Office Box 1890 '
frWilmington, North Carolina 28402-1890 -
Action ID No. 199930861 September 16, 1999
PUBLIC NOTICE
The North Carolina Department of Transportation, ATTN: Mr. William D. Gilmore, Manager,
Project Development and Environmental Analysis Branch, Post Office Box 25201, Raleigh, North
Carolina 27611-5201 has applied for a Department of the Army (DA) permit TO DISCHARGE
DREDGED OR FILL MATERIAL INTO THE WATERS AND ADJACENT WETLANDS OF
WOLF CREEK, FONTANA LAKE AND UNNAMED TRIBUTARIES IMPACTING
APPROXIMATELY 5,470 LINEAR FEET OF STREAM CHANNEL, 6.93 ACRES OF
WETLAND AND 3.11 ACRES OF OPEN WATER TO FACILITATE THE WIDENING OF 2.85
MILES OF NC HIGHWAY 28 FROM EDWARDS GAP TO SR 1231, EAST OF STECOAH,
GRAHAM COUNTY, NORTH CAROLINA (TIP NO. A-9DD, State Project No. 8.3019122).
The following description of the work is taken from data provided by the applicant and from
observations made during an onsite visit by a representative of the Corps of Engineers. Plans
submitted with the application show the proposed widening of the exiting two-lane road to a four-
lane facility with a 30-foot wide median and 8-foot useable shoulders. Section DD of the A-9
project is 2.85 miles long. Sections DB and DC are currently under construction and scheduled to
be completed by December 2000. Section DA was completed in August of 1997. The proposed
construction would impact a total of 6.93 acres of palustrine wetland at eleven sites ranging in size
from 0.03 acres to 1.72 acres. Of this total, 0.22 acres are deciduous forest vegetated with black
willow and red maple, 1.68 acres are scrub shrub vegetated with tag alder, willow, elderberry,
swamp dogwood and privet, and 5.03 acres are persistent, emergent marsh vegetated with rushes,
sedges and grasses. The non-forested wetlands generally exhibit some form of disturbance either
by mowing, pasturing or utility maintenance. The project would also result in impacts to 5470 linear
feet of stream channel from pipe and-culvert installation as well as channel relocations. Wolf Creek
ranges in size from 2-3 feet wide and less than 6 inches deep in its headwaters (Site 1) to 6-8 feet
wide and in excess of 1 foot deep at its lower end (Site 11). Wolf Creek has a medium to high
gradient, perennial flow and a variable substrate of sand, gravel, rock and cobble. Wolf Creek and
its tributaries are cold-water streams capable of supporting trout. Approximately 4073 linear feet
of channel would be relocated utilizing natural channel design techniques. The remaining 1397
linear feet of channel would be lost as a result of culvert extensions, pipe installations and channel
shortening. The applicant proposes to install baffles within the 12' x 14' culvert extension at Site
11 to facilitate fish movement. Approximately 3.11 acres of fluctuation zone below the high pool
elevation of Fontana Lake would also be filled. This area is alternately open water and dry lake bed
depending on lake levels. The applicant is currently proposing to mitigate for both stream and
2
wetland losses at their Tulula Creek Wetlands Mitigation Site near Topton, Graham County. Final
approval for the use of this mitigation site is pending the preparation of an acceptable mitigation
banking instrument by the applicant. A Final Environmental Impact Statement (FEIS) for the
proposed work was approved by the Federal Highway Administration (FHWA) on February 4, 1984.
A Reevaluation of the FEIS was done for Sections DB, DC, and DD of TIP No. A-9 and was signed
by the FHWA on October 31, 1995. The immediate purpose of the proposed work is to improve
roadway safety and accommodate local traffic volumes. In the future, this section of roadway is
intended to serve heavier traffic volumes as part of a relocation of US 19-74-129 around the
Nantahala Gorge. Plans showing representative portions of the proposed work are included with this
public notice. A full set of permit plans may be viewed at or requested from the Asheville
Regulatory Field Office, US Army Corps of Engineers, 151 Patton Avenue, Room 143, Asheville,
North Carolina 28801-5006.
The State of North Carolina will review this public notice to determine the need for the
applicant to obtain any required State authorization. No Department of the Army (DA) permit will
be issued until the coordinated State viewpoint on the proposal has been received and reviewed by
this agency, nor will a DA permit be issued until the North Carolina Department of Environment and
Natural Resources (NCDENR) has determined the applicability of a Water Quality Certificate as
required by PL 92-500. The Tennessee Valley Authority will review this public notice to determine
the need for the applicant to obtain any required authorization under Section 26a of the Tennessee
Valley Authority Act.
This application is being considered pursuant to Section 404 of the Clean Water Act (33
U.S.C. 1344). Any person may request, in writing within the comment period specified in this
notice, that a public hearing be held to consider this application. Requests for public hearing shall
state, with particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the National Register of
Historic Places for the presence or absence of registered properties, or properties' listed as being
eligible for inclusion therein, and this worksite is not registered property or property listed as being
eligible for inclusion in the Register. Consultation of the National Register constitutes the extent
of cultural resource investigations by the District Engineer, and he is otherwise unaware of the
presence of such resources. Presently, unknown archeological, scientific, prehistorical, or historical
data may be lost or destroyed by work under the requested permit.
The District Engineer, based on available information, is not aware that the proposed activity
will affect species, or their critical habitat, designated as endangered or threatened pursuant to the
Endangered Species Act of 1973.
The decision whether to issue a permit will be based on an evaluation of the probable impacts,
including cumulative impacts, of the proposed activity and its intended use on the public interest.
Evaluation of the probable impacts which the proposed activity may have on the public interest
requires a careful weighing of all those factors which become relevant in each particular case. The
benefits which reasonably may be expected to accrue from the proposal must be balanced against
its reasonably foreseeable detriments. The decision whether to authorize a proposal, and if so the
3
conditions under which it will be allowed to occur, are therefore determined by the outcome of the
general balancing process. That decision should reflect the national concern for both protection and
utilization of important resources. All factors which may be relevant to the proposal must be
considered including the cumulative effects thereof. Among those are conservation, economics,
aesthetics, general environmental concerns, wetlands, cultural values, fish and wildlife values, flood
hazards and flood plain values (in accordance with Executive Order 11988), land use, navigation,
shore erosion and accretion, recreation, water supply and conservation, water quality, energy needs,
safety, food and fiber production, mineral needs, considerations of property ownership, and, in
general, the needs and welfare of the people. For activities involving the placement of dredged or
fill materials in waters of the United States, a permit will be denied if the discharge that would be
authorized by such permit would not comply with the Environmental Protection Agency's 404(b)(1)
guidelines. Subject to the preceding sentence and any other applicable guidelines or criteria, a
permit will be granted unless the District Engineer determines that it would be contrary to the public
interest.
The Corps of Engineers is soliciting comments from the public; Federal, State and local
agencies and officials; Indian Tribes and other interested parties in order to consider and evaluate
the impacts of this proposed activity. Any comments received will be considered by the Corps of
Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To
make this decision, comments are used to assess impacts on endangered species, historic properties,
water quality, general environmental effects and the other public interest factors listed above.
Comments are used in the preparation of an Environmental Assessment (EA) and/or an
Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act (NEPA).
Comments are also used to determine the need for a public hearing and to determine the overall
public interest of the proposed activity.
Generally, the decision whether to issue this Department of the Army (DA) permit will not be
made until the North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State
certification required by Section 401 of the Clean Water Act. The NCDWQ considers whether or
not the proposed activity will comply with Sections 301, 302, 306, and 307 of the Clean Water Act.
The application and this public notice for the Department of the Army (DA) permit serves as
application to the NCDWQ for certification.
Additional information regarding the Clean Water Act certification may be reviewed at the
offices of the Environmental Operations Section, North Carolina Division of Water Quality
(NCDWQ), 4401 Reedy Creek Road, Raleigh, North Carolina 27607. Copies of such materials will
be furnished to any person requesting copies upon payment of reproduction costs.
All persons desiring to make comments regarding the application for Clean Water Act
certification should do so in writing delivered to the North Carolina Division of Water Quality
(NCDWQ), Wetlands Section, 1621 Mail Service Center, Raleigh, North Carolina 27626-1621, on
or before October 4, 1999, Attention: Mr. John Dorney.
Written comments pertinent to the proposed work, as outlined above, will be received in this
office, Attention: Mr. Steven Lund, until 4:15 p.m., October 15, 1999, or telephone [phone].
I 1
a t 1 O n a
END PROJECT
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'VICINITY MAP SHOWING ]LOCATION
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AGrro,J r u 1Q993ca
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N. C. DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
GRAHAM COUNTY
PROJECT:8.3019122 (A-9DD)
US 7! FROM EDWARDS GAP
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ITEM EXISTING
STREAM REFERENCE
STREAM PROPOSED
RELOCATION
STREAM NAME WOLF CREEK WOLF CREEK WOLF CREEK
DRAINAGE AREA (DA) 481 ha 481 ha 481 ha
CHANNEL SLOPE (S) .013 .013 .013
BANKFUL WIDTH (Wbkr) 3.1 m 3.1 m 4.2 m
MEAN DEPTH (dbkr) 0.4 m 0.4 m 0.33 m
BANKFUL X-SECTION ARE 1,24 m2 1.24 m 2 1.39 m 2
WIDT
(W bif /d bkr) H/DEPTH RATIO
7.8
7,8
12.7
Maximum DEPTH (d mbkr) 0.61 m 0.61 m 0.4 m
WIDTH Flood-Prone Area
ra 39 m 39 m 17.5 m
ENTRENCHM
(F R) ENT RATIO
8.5
8.5
4.2
CHANNEL MATERIALS: D50 30 mm 30 mm 30 mm
SINUOSITY (K) 1.1 -1.1 1.0
MEANDERS:
AVG.LENGTH 38 m 38 m 39 m
AVG. AMPLITUDE 3 m 3 m 9 m
AVG. RADIUS 3 m 3 m 7 m
DISCHARGES:
0 BANKFULL 1.2 m3/s 1.2 m3 /s 1.8 m3/s
02 6.3 m3/s 6.3 m3/s 6.3 m3/s.
010 14.5 m3/s 14.5 m3 /s 14.5 m3/s
VELOCITY:
V BANKFULL 1.2 m/s 1.2 m/s 1.2 m/s
V2 1.9 m/s 1.9 m/s 1.8 m/s
VIO 2.4 m/s 2.4 m/s 2.3 m/s
CLASSIFICATION E W/LOW K E W/LOW K E W/LOW K
Pup,?-Yc- ^Ic,rYCr ---.,Hr %S ci= 23 I N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
GRAHAM COUNTY
PROJECT: 8.3019122
(A-9 DD)
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STA 27+14.5 TO STA 28+00 -LREV- AT.
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STA 29+60 TO STA 29+88.5 -LREV- AT.
STA 30+06.5 TO STA 30+40 -LREV- AT.
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DETAIL AJ
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Division
September 13, 1999
Action ID No. 199930861, TIP No. A-9DD
Mr. John Dorney
Division of Water Quality
NC Department of Environment and
Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27626-1621
Dear Mr. Dorney:

Enclosed is the application of the North Carolina Department of Transportation for
Department of the Army authorization and a State Water Quality Certification to discharge
dredged or fill material into the waters and adjacent wetlands of Wolf Creek, Fontana Lake and
unnamed tributaries impacting approximately 5470 linear feet of stream channel, 6.93 acres of
wetland and 3.11 acres of open water to facilitate the widening of 2.85 miles of NC Highway 28
from Edwards Gap to SR 1231, East of Stecoah, Graham County, North Carolina (TIP No. A-
9DD, State Project No. 8.399122). Your receipt of this letter verifies your acceptance of a valid
request for certification in accordance with Section 325.2(b)(ii) of our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section 404 of the Clean
Water Act, and we have determined that a water quality certification is required under the
provisions of Section 401 of the same law. A Department of the Arnly permit will not be granted
until the certification has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days after receipt of a
request for certification is a reasonable time for State action. Therefore, if you have not acted on
the request, or asked for an extension of time, by November 12, 1999, the District Engineer will
deem that waiver has occurred.
2
Questions or comments may be addressed to Mr. Steven Lund, in our Asheville Regulatory
Field Office, at [phone].
Sincerely,

David Franklin
Special Projects Manager
Enclosure/as
Copies Furnished (without enclosure):
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638

AUG 2 , v 1999
lop
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201 DAVID MCCOY
GOVERNOR SECRETARY
August 13, 1999
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, North Carolina 28801-5006
Attention Mr. Steve Lund
NCDOT Coordinator
Subject: Graham County, NC 28 (Future US 19-74-129 Relocation), from Edwards
Gap to east of SR 1231 at Stecoah, Federal Aid Project
No. APD-12-1(22), State Project No. 8.3019122, TIP No. A-9 DD;
USACE Action ID 199505335.
As you are aware, the North Carolina Department of Transportation (NCDOT)
submitted a Section 404 Individual Permit application in a letter dated April 20, 1999.
This permit application concerns the NCDOT's proposed widening and realigning of NC
28 in Graham County, from Edwards Gap to east of SR 1231 at Stecoah.
The NCDOT has investigated several areas that would have value for
compensatory mitigation. These potential mitigation areas were identified on roadway
plan sheets. While acquiring right of way for the project, the NCDOT discussed
purchasing these mitigation areas with landowners. Most of the landowners refused to
discuss the option. One landowner considered the option, but he demanded an excessive
amount of money for the land.
Since acquisition of these sites is not practical, on-site mitigation is not a option
with this project. Part of the reason behind the NCDOT's purchase of the Tulula
Mitigation Bank in Graham County was for this project. The NCDOT has drafted an
umbrella banking instrument for compensatory mitigation sites and is also currently
working on a banking instrument specifically for the Tulula site. The draft umbrella
banking instrument has been sent to the resource agencies for their review.
Thank you for your assistance with the project. If you have any questions or need
any additional information concerning this project, please contact Mr. Phillip Todd of my
staff at [phone], extension 314.
Sincerely,
19+
C- b1AJA
?rv William D. Gilmore, P. E., Manager
Project Development and Environmental Analysis Branch
WDG/pct
cc: Mr. David Franklin, USACE, Wilmington

A'a STAT( o
JUN t " ?n0
1 i f 1,; %9

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201 E. NORRIS TOLSON
GOVERNOR SECRETARY
June 4, 1999
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, North Carolina 28801-5006
Attention Mr. Steve Lund
NCDOT Coordinator
Subject: Graham County, NC 28 (Future US 19-74-129 Relocation), from Edwards Gap to east of
SR 1231 at Stecoah, Federal Aid Project No. APD-12-1(22), State Project No.
8.3019122, TIP No. A-9 DD; USACE Action ID 199505335.
Dear Sir:
As you are aware, the North Carolina Department of Transportation (NCDOT) proposes
to widen and realign NC 28 in Graham County, from Edwards Gap to east of SR 1231 at Stecoali.
The NCDOT submitted an application for a Section 404 Individual Permit in April 1999.
In a phone conversation with Mr. Phillip Todd of my staff, you requested darker copies
of several permit drawings. The requested permit drawings are attached to this letter.
Thank you for your assistance with the project. If you have any questions or need any
additional information concerning this project, please contact Mr. Phillip Todd of my staff at
[phone], extension 314.
Sincerely,
Y. c 4&
William D. Gilmore, P. E., Manager
Project Development and Environmental Analysis Branch
WDG/pct

1 .Colo
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END PROJECT z
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BEGIN PROJECT
VICINITY MAID SHOWING LOCATION
-OF STATE PROJECT No.8.T930201
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
GRAHAM COUNTY
PROJECT:8.3019122 (A-9DD)
US 74 FROM EDWARDS GAP
TO EAST OF SR L231
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STATE OF NORTH CAROLINA
APR 2 9 1999
CEVA,t W-'Cj0"f t
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201 E. NORRIS TOLSON
GOVERNOR SECRETARY
April 20, 1999
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, North Carolina 28801-5006
Attention Mr. Steve Lund
NCDOT Coordinator
Subject: Graham County, NC 28 (Future US 19-74-129 Relocation), from Edwards
Gap to east of SR 1231 at Stecoah, Federal Aid Project
No. APD-12-1(22), State Project No. 8.3019122, TIP No. A-9 DD;
USACE Action ID 199505335.
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to widen
and realign NC 28 in Graham County, from Edwards Gap to east of SR 1231 at Stecoah.
The current roadway will be widened to a four-lane facility with a 30-foot median. There
will be 8-foot useable shoulders along the project, 2 feet of which will be paved.
This letter concentrates upon Section DD of TIP No. A-9. This section of A-9 has
a length of 2.85 miles. This section of the "D" portion of A-9, section DD, has a let date
of April 2000. Other sections of the project (A-9A, A-913 and A-9C) are scheduled for
construction after the year 2000.
NEPA Documcntation
The subject project has been divided into sections because the D section serves
different transportation functions than the A, B and C sections do. Section D involves
widening along existing NC 28 and would accommodate local traffic use with an
improved roadway. In the future, this section of the roadway will serve heavier traffic
volumes as part of the future US 19-74-129 relocation (Sections A, B and Q. Sections
A, B and C will occur on new location and provide a new, improved travel corridor
through the Appalachian Mountains. The future US 19-74-129 relocation roadway will
replace the current, heavily traveled roadway stretch along the Nantahala Gorge.
The Draft Environmental Impact Statement (EIS) for the NC 28, future US 19-74-
129 relocation, was approved by the Federal Highway Administration (FHWA) on
December 4, 1978. The Final EIS for the subject project was approved on February 4,
1984. A Reevaluation of the Final EIS was done on sections DB, DC and DD of TIP
No. A-9 and was signed by the FHWA on October 31, 1995. These documents include
studies that investigated impacts to natural systems and protected species, particularly the
Reevaluation of the Final EIS for A-9 DB, DC and DD. Copies of each document have
been provided to regulatory agencies involved in the permit review process. A
Supplemental Draft EIS will be completed for the remaining sections of TIP
No. A-9 (A-9A, A-913 and A-9Q.
The NCDOT has reviewed the list of federally-protected species produced by the
U. S. Fish and Wildlife Service for Graham County. Since completion of the
Reevaluation of the Final EIS, no new species have been added for this county (as of
January 15, 1999 listing).
Previous Project Sections
The NCDOT has completed construction of TIP No. A-9 DA (USACE Action Id
199304598). The section was completed in August 1997. The NCDOT mitigated for
wetland impacts at the Tulula Creek Mitigation Bank in Graham County.
The NCDOT is currently constructing TIP No. A-9 DB/ DC, from Graham
County SR 1232 to Swain County SR 1121 at Almonds DA (USACE Action Id
199505335). This project has an anticipated completion date of December 2000. The
NCDOT mitigated for wetland and stream impacts at the Tulula Creek Mitigation Bank
in Graham County.
Impacts to Waters of the United States
Impacts to water of the United States cannot be avoided in order to construct the
proposed project. The project lies in the Wolf Creek sub-drainage basin of the Little
Tennessee River Basin. Road construction will result in 5.17 acres of fill in wetlands,
1.14 acres of excavation in wetlands, 0.62 acre of mechanized clearing in wetlands, 0.02
acre of drained wetlands, 3.77 acres of fill in surface water, and 1,397 feet of stream loss.
Wetland delineations were conducted in October 1997 using the field delineation
methods outlined in the 1987 U.S. Army Corps of Engineers Wetland Delineation
Manual. The U. S. Army Corps of Engineers (Mr. Steve Lund) verified these wetland
delineations in November 1997. Wetland evaluations for each wetland site were also
conducted according to the Division of Environmental Management (DEM) Guidance for
Rating the Values of Wetlands in North Carolina, Fourth Version.
Table 1 summarizes impacts to wetland communities by site number, Cowardin
classification, DEM rating, fill in wetlands, excavation in wetlands impacts, and impacts
to wetlands from mechanized clearing (III). Cowardin classification refers to guidelines
developed to classify wetlands and deepwater habitats as outlined in Classification of
TVetlands and Deeptivater Habitats of the United States by Cowardin et al. (1979).
Table 1. * Impacts to' Wetlands from TIP No A-9 DD
Permit
Site
Cowardin DEM
' Rating
` "Fill
i Excavation Mech.
' - Clearing ' Total
Impacts
1 PSS1B/PEMIB 49 1.09 N/a 0.02 1.11
3 PEM 1 B 25 0.03 N/a N/a 0.03
4 PEM I B 25 0.27 N/a N/a 0.27
5 PEM 1 B 29 1.06 0.07 0.17 1.30
6 PEM 1 B 34 0.99 0.57 0.15 1.71
8 PSS 1 B/PEM 1 B 62 0.10 0.42 0.05 0.57
9 PFO 1 B 28 N/a 0.05 N/a 0.05
10 PFOIB 28 0.15 N/a 0.02 0.17
11 PSS1B/PEMIB 35 1.48 0.03 0.21 1.72
Total Impacts to Wetlands 5.17 1.14 0.62 6.93
Note: All figures are reported in acres.
"PSS 1 B" denotes palustrine scrub/shrub that has deciduous vegetation and is
saturated.
"PEM 1 B" denotes emergent vegetation that is saturated.
"PFO1B" denotes palustrine, deciduous vegetation that is saturated.
The NCDOT has proposed stream relocations of Wolf Creek and a roadside
drainage ditch in wetland communities. These proposed stream relocations have been
designed using natural stream channel techniques, and mimicked the existing channel of
Wolf Creek or an existing roadside drainage ditch through the wetlands. The NCDOT
must relocate the roadside drainage ditch, from Station No. 26+20-L- to Station
No. 27+50-L-), in order to avoid hydrologic trespass upon the adjacent properties.
The NCDOT has also had to install drainage ditches at Site 10 (Sheet 56 of 69) to
avoid hydrologic trespass. The NCDOT believes that the drain effect will be very small
and has included 0.02 acre of drained wetlands on the summary sheet and in the
application.
Impacts to wetlands occur predominately to disturbed, herbaceous wetlands found
in close proximity to Wolf Creek. Vegetation at these wetlands includes rush (Juncus
effuses), sedge (Carex sp.), blackberry (Rubus sp.), fescue (Festuce sp.) with pockets of
tag alder (Alnus serrulata), black willow (Salix nigra), elderberry (Sanibcus canadensis),
and Chinese privet (Ligustrum sinense) found in these wetlands. Some areas are
maintained by mowing while others are irregularly maintained. Many of these wetlands
are located under a power line corridor that parallels NC 28.
4
Stream impacts are associated with relocwi*ig stream channels, extending culverts
and relocating pipes for driveway access. Strear -:locations have been designed using
natural stream channel techniques. Table 2 sum:., ;,izes impacts to stre_-is.
"Table 2 '"` ` Impacts to Str'cams from .TIP:No A-9 DD -

"Permit Site Surface Water "
Area (acre) Existing Channel
Length (feet) Relocated
Channel (feet) ? Channel Loss
(feet)
1 0.03 1096 623 473
2 0.01 150 N/a 150
3 0.12 1181 889 292
4 0.17 787 666 121
5 0.07 869 741 128
6 0.10 551 521 30
7 0.01 66 66 0
8 0.12 551 567 +16
9 0.01 75 N/a 75
10 0.02 144 N/a 144
12 3.11 N/a N/a N/a
Totals 3.77 acres 5,470 feet 4,073 feet 1,397 feet
Project construction will impact 5,470 feet of stream, and result in relocating
4,073 feet. The increase in stream channel results from relocating a "straight" stream
channel with a meandering channel. Therefore, channel loss resulting from project
construction will be 1,379 feet.
Compensatory Mitigation
The NCDOT proposes to provide compensatory mitigation by utilizing credits
from the Tulula Creek Mitigation Bank in Graham County. A ledger of the credits used
from the mitigation bank has been attached (Table 3). The NCDOT recognizes that
additional mitigation credits at this site cannot be used until an acceptable mitigation
banking instrument has been established for the site.
Summary of Project Impacts
In summary, the project will result in the fill of 6.91 acres of wetlands, in
excavation of 1.14 acres of wetlands, in mechanized clearing of 0.62 acres of wetlands
and in 0.02 acre of drain wetlands. The project will impacts 3.77 acres of surface water
and 5,470 feet of stream. Of this amount, 4,073 feet of stream will be relocated using
natural stream channel design techniques in the hydraulic planning. There will 1,397 feet
of stream loss from project construction.
The NCDOT requests that the USACE issue a Section 404 Individual Permit for
the proposed road project. Application for 401 Water Quality Certification is also
requested from the N. C. Division of Water Quality. The NCDOT also asks that the
NCWRC provides comments and a concurrence letter to the USACE since the project
lies in a trout county.
Thank you for your assistance with the project. If you have any questions or need
any additional information concerning this project, please contact Mr. Phillip Todd of my
staff at [phone], extension 314.
Sincerely,
'/. C-- 6"L ?'
William D. Gilmore, P. E., Manager
Project Development and Environmental Analysis Branch
WDG/pct
cc: Mr. David Franklin, USACE, Wilmington
Mr. John Dorney, NCDWQ, Raleigh
Ms. Kathy Matthews, USEPA, Atlanta
Mr. Mark Cantrell, USFWS, Asheville
Mr. Mark Davis, NCWRC, Waynesville
Mr. N. L. Graf, P. E., FHWA
Mr. William Rogers, P. E., Structure Design
Mr. Whit Webb, P. E., Program Development Branch
Mr. Len Hill, P. E., Highway Design
Mr. A. L. Hankins, P. E., Hydraulics Unit
Mr. Tom Shearin, P. E., Roadway Design
Mr. F. D. Martin, P. E., Division 14 Engineer
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APPLICATION FOR DEPARTMENT
OF THE ARMY PERMIT
(33 CFR 325)
OMB APPROVAL NO. 0710-003
Expires October 1996
Public reporting burden for this collection of Information Is estimated to average 5 hours per response, Including the Ume for
reviewing Instructions, searching existing data sources, gathering and maintaining the data needed, and completing and
reviewing the collection of Information. Send comments regarding this burden estimate or any other aspect of this collection
of Information, Including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service
Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202.4302; and
to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC 20503. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authority: 33 USC 401, Section 10: 1413, Section 404. Principal Purpose: These laws require authorizing activities in, or
affecting, navigable waters of the United States, the discharge or fill material Into waters of the United States, and the
transportation of dredged material for the purpose of dumping It Into ocean waters. Routine Uses: Information provided on
this forth will be used in evaluating the application for a permit Disclosure: Disclosure of requested Information Is voluntary.
If Information Is not provided, however, the permit application cannot be processed nor can a permit be Issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must
be attached to this application (see sample drawings and Instructions) and be submitted to the District Engineer having
jurisdiction over the location of the proposed activity. An application that Is not completed In full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED
4. DATE APPLICATION COMPLETED
(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANTS NAME
North Carolina Department of Transportation
6. APPLICANTS ADDRESS
P.O. Box 25201
Raleigh, North Carolina 27611
7. APPLICANTS PHONE Nos. W/AREA CODE
a. Residence
b. Business [phone]
It. STATEMENT OF AUTHORIZATION
8. AUTHORIZED AGENTS NAME AND
TITLE (an agent is not required)
Mr. William D. Gilmore, P. E.
9. AGENTS ADDRESS
10. AGENTS PHONE Nos. W/ AREA
CODE
a. Residence
b. Business
I hereby authorize, to act in my behalf as my agent in the processing of this
application and to furnish, upon request, supplemental Information in support of this permit application.
APPLICANTS SIGNATURE
DATE

NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see i nstructlons)
NC 28 (Future US 19-74-129 Relocation), from Edwards Gap to east of SR 1231 at Stecoah,
13. NAME OF WATERBODY, IF KNOWN (n applicable) 14. PROJECT STREET ADDRESS
(if applicable)
Wolf Creek and its tributaries
15. LOCATION OF PROJECT
Graham Coun
COUNTY
North Carolina
STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
17. DIRECTIONS TO THE SITE
See vicinity map associated with permit drawings
18. Nature of Activity (Description of project, include all features)
widen NC 28 a four-lane facility with a 30-foot median, 8-foot useable shoulders, 2 feet of which will be paved
19. Project Purpose (Describe the reason or purpose of the project see instructions)
See Revelation of the Final Environmental Impact Statement for the project, referenced in cover letter
USE BLOCKS 20-221F DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Roadway fill (in wetlands and surface waters), pipe/ culvert construction, stream relocation
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
Roadway Fill
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Permanent Fill in Wetland Impact: 5.17 acres Excavation in Wetlands: 1.14 acres
Temporary Fill in Wetland Impact: N/a acres Mechanized Clearing In Wetlands: 0.62 acres
Surface Water Impact: 3.77 acres
23. Is Any Portion of the Work Already Complete? Yes X No _ IF YES, DESCRIBE THE COMPLETED
WORK See Attached cover letter
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (K more than can be
entered here, please attach a supplemental list).
See listing of property owners associated with permit drawings
25. List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work
Described in This Application.
AGENCY TYPE APPROVAL IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED/ DENIED
Would include but is not restricted to zoning, building, and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I
certify that the information in this application is complete and accurate. I further certify that I possess the
authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant.
4/
SIGNATURE OF APPLICANT WE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant)
or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or
agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a
material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing
or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than
$10,000 or imprisoned not more than five years or both.
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N. C. DEPT. OF TRANSPORTATION
ST\: E PRO,;. 8.3019122 DIVISION OF HIGHWAYS
GRAHAM COUNTY
PROJECT:8.3019122 (A-9DD)
US 74 FROM EDWARDS GAP
TO E:kST OF SR 1231
SHEET 1 0 F A9 Ave, Iq`T
A

VICINITY MAID SHOWING LOCATION
Or STATE PROJECT No.8.T930201
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
GRAHAM COUNTY
PROJECT:8.5019122 (A-9DD)
US 74 FROM EDWARDS GAP
TO EAST OF SP. 1231
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ITEM EXISTING
STREAM REFERENCE
STREAM PROP O'_:SFD
RELOCATION
STREAM NAME WOLF CREEK WOLF CREEK WOLF CREEK
DRAINAGE AREA (DA) 67 ho 67 ha 67 ha
CHANNEL SLOPE (S) .025 .025 .035
BANKFUL WIDTH (Wbkf) 1.6 m 1.6 m 2.2 m
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WIDTH Flood-Prone Area
f e 3.2 m 3.2 m 6.5 m
ENTRENCHMENT RATIO 2 2 3
CHANNEL MATERIALS: D50 14 mm 14 mm 14 mm
SINUOSITY (K) 1.1 1.1 1.0
MEANDERS:
AVG.LENGTH 22 m 22 m N/A
AVG. AMPLITUDE 4.5 m 4.5 m N/A
AVG. RADIUS 2.0 m 2.0 m N/A
DISCHARGES:
0 BANKFULL 0.52 m3/s 0.52 m 3/s 0.71 m3/s
02 I.Im3/s 1.1m3/s 1.1 M3 /s
010 2.0 m3/s 2.0 m3/s 2.0 m3/s
VELOCITY:
V BANKFULL 1.3 m/s 1.3 m/s 1.5 m/s
V2 1.6 m/s 1.6 m/s 1.7 m/s
VIO 1.9 m/s 1.9 m/s 2.0 m/s
CLASSIFICATION E4b (W/LOW K) E4b (W/LOW K) E4b (W/LOW K)
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
GRAHAM COUNTY
PROJECT: 8.3019122
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ITEM EXISTING
STREAM REFERENCE
STREAM PROPOSED
RELOCATION
STREAM NAME WOLF CREEK WOLF CREEK WOLF CREEK
DRAINAGE AREA (DA) 268 ha 268 ho 268 ho
CHANNEL SLOPE (S) .016 .016 .01
BANKFUL WIDTH (Wbkr) 2.4 m 2.4 m 3.0 m
MEAN DEPTH (dbkr) 0.3 m 0.3 m 0.25 m
BANKFUL X-SECTION ARE k 0.72 m 2 0.72 m 2 0.75 m2
WIDTH/DEPTH RATIO
f /d bkf) 8.0 6.0 12
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WIDTH Flood-Prone Area
re 32 m 32 m 4.0 m - 9.0 m
ENTRENCHMENT RATIO 13 13 1.3 - 3.0
CHANNEL MATERIALS: D50 60 mm 60 mm 60 mm
SINUOSITY (K) 1.1 1.1 I.0
MEANDERS:
AVG. LENGTH 15 m 15 m 18 m
AVG. AMPLITUDE 1.7 m 1.7 m 1.9 m
AVG. RADIUS 1.0 m 1.0 m 1.5 m
DISCHARGES:
0 BANKFULL 0.55 m3/s 0.55 m 3/s 0.67 m 3/s
02 4.6 m3/s 4.6 m3/s 4.6 m3/s
010 8.2 m3/s 8.2 m3/s 8.2 m3/s
VELOCITY:
V BANKFULL 0.97 m/s 0.97 m/s 0.86 m/s
V2 1.7 m/s 1.7 m/s 1.5 m/s
V10 2.0 m/s 2.0 m/s 1.8 m/s
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SITE 5: FROM STA 26+15 TO STA 28+00

ITEM EXISTING
STREAM REFERENCE
STREAM PROPOSED
RELOCATION
STREAM NAME TRIBU TARY TO WOLF CRE EK
DRAINAGE AREA (DA) 12.5 ha 12.5 ha 12.5 ha
CHANNEL SLOPE (S) .012 .012 .015
BANKFUL WIDTH (Wbkr) 1.1 m 1.1 m 1.5 m
MEAN DEPTH (d bkf) 0.25 m 0.25 m 0.18 m
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WIDTH/DEP/d tkf) TH RATIO kf 4.4 4.4 8.3
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WIDTH Flood-Prone Area r
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ENTRENCHMENT RATIO 1.4 1.4 5
CHANNEL MATERIALS: D50 N/A N/A N/A
SINUOSITY (K) 1.0 1.0 1.0
MEANDERS:
AVG.LENGTH N/A N/A N/A
AVG. AMPLITUDE N/A N/A N/A
AVG. RADIUS N/A N/A N/A
DISCHARGES:
0 BANKFULL 0.26 m3 0.26 m3 0.25 m3
02 0.21m3 0.21 m3 0.21m3
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VELOCITY:
V BANKFULL 0.92 m/s 0.92 m/s 0.92 m/s
V2 0.71 m/s 0.71 m/s 0.88 m/s
VIO 0.85 m/s 0.85 m/s 1.0 m/s
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SITE 8: FROM STA 35+40 TO STA 37+10

ITEM EXISTING
STREAM REFERENCE
STREAM PROPOSED
RELOCATION
STREAM NAME WOLF CREEK WOLF CREEK WOLF CREEK
DRAINAGE AREA (DA) 481 ho 481 ha 481 ha
CHANNEL SLOPE (S) .013 .013 .013
BANKFUL WIDTH (Wbkf) 3.1 m 3.1 m 4.2 m
MEAN DEPTH (dbkf) 0.4 m 0.4 m 0.33 m
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WIDTH/DEPTH RATIO
k 7.8 7.8 12.7
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WIDTH Flood-Prone Area
f e 39 m 39 m 17.5 m
ENTRENCHMENT RATIO 8.5 8.5 4.2
CHANNEL MATERIALS: D50 30 mm 30 mm 30 mm
SINUOSITY (K) 1.1 1.1 1.0
MEANDERS:
AVG.LENGTH 38 m 38 m 39 m
AVG. AMPLITUDE 3 m 3 m 9 m
AVG. RADIUS 3 m 3 m 7 m
DISCHARGES:
0 BANKFULL 1.2 m3/s 1.2 m3/s 1.8 m3/s
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VELOCITY:
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N. C. DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
GRAHAM COUNTY
PROJECT:8.3019122 (A-9DD)
US 74 FROM EDWARDS GAP
TO EAST OF SR 1231
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DETAIL AM ROOTWAD
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N. C. DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
GRAHAM COUNTY
PROJECT:8.3019122 (A-9DD)
US 74 FROM EDWARDS G.kP
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DETAIL J
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round ?, dl Exist.
(1??f- Stream
Fwr+r Fowl, B Mln. DI :8j m p + i m
Mo..d-0..1 m B -m
Native Mo.. al. = 1 BI'LIZ m
Type of Liner .Stone a • 0.2n
STA 18+20 TO STA 19+20 -LREV- RT.
tie 19.36 TO STA 19+89.5 -LREV- RT.
AIL M
STREAM RELOCATION
I Not to Scale )
J 1 Pro"SEd
_(lope t.l.:.
I 1 N:'?in^l _I? I ?, ?Fill
y min. D - ? m Stream
Filter FaDflc-
Mar..C= 1.22 m
IType of Liner =NATIVE STONE d -0.3m 8= z•0 m
51A I+ A 23+00 -L v-RT.
STREAM RELOCATION
(Not to Scale 1
B
1 Fii 'jr
X 1L Slope N.
O-Lr una .r I Exist.
fifer foark Min. D - 0.3 m Stream
B ,
Min. DI e m D 15 m
max a. 0.3 m 8' m
Native Max. de 0_3 m BI=YQ.r
Type of Llner -Stone dtM. 0.2m
STA 19+89.5 TO STA 20+64 -LREV- RT.
STA 20+70 TO STA ZI+ZO -LKLV- K1.
STREAM RELOCATION
(Not to Scale 1
I D I pr Fflloposed
Ir I
N t r I Slope N.
round % D 4% Exist.
h B I Min. D• m stream
b- 1,5-m
B= 0_3 m
STA 26+40 TO STA 27+01.5 -LREV- RT.
STA 2T+14.5 TO STA 28+00 -LREV- RT.
STA 26+IS TO STA 26+38.5 -LREV- RT.
DETAIL P
STREAM RELOCATION
1 NOT to Scale 1
I^I Proposed
C rid
14Z I/ Slope _N.L.
I01
nt
ur0una n I ., urDl . E.Iet.
mo` ?% r?' Stream
fwter Faprk "1BIl Mln'D m
Min. Dl • IT D . m
Mo.. a - Q-?[ m B' m
Native Max. al. QFC m BI' y:r
Type of Liner .Stone dS0' 0.2m
FROM STA 23+00 TO STA 23+45 -LREV- RT.
FROM STA 23+71.5 TO 5TA Z4+ZO 'LKLV' n 1.
DETAIL 0
STREAM RELOCATION
(Not to Scale I
1 p 1 ea
Fill
F
I-1
B l
1? I
I
,L Slope N
ntiTal
round I E.Is T.

rnt-r rarle B
Stream
Min. D •.;, m
I
5
m
L 2 m
' S
p +
Mtn. 01
?7
5
III111
B' c.v m
4
tive
N a • 0, m
Mox.
B . Var.
M
d
= m
a
Type of Liner -Stone d5 I
O..
I
0' 0.2m
STA 28+00 TO STA 28+60 •LREV- RT.
STA 29+60 TO STA 29+88.5 -LREV- RT.
STA 30+06.5 TO STA 30+40 -LREV- RT.
STREAM RELOCATION
I NOT to Scale 1
Proposed
B ?''I FIII
Slope N.
roun Exist.
a ' 0.4 Stream
Ml m
lersr raorlc B n. D Mln. D = y,? m p . I?Sn m
Max. a•0_4 m B•GaZm
Native MOM. dl= 914 m BI' Y•
Type of Liner -S+one dSo- 0.21
1,TA 10+40 TO STA 31+12.5 -LREV- RT.
r- DETAIL V
STREAM RELOCATION
I Not To Scale 1
t D I PrODOte(3
B_? I rl i
47.
' d • 0,4 m i-ream
Fw.tr Fppfk ~B. MIn.D TT T t I.5 1
Min. GT
Max. d'0-4 m
.3-live Mar. 3- Qd M Bl'YSlr.
Type Of Liner -Stone dent 0.3m
STA 35+40 TO STA 37+10 -LREV- RT.
DETAIL AJ
BASE DITCH
I Not to Scale)
Ground 0 1S rpun
m
F
FFter faprle B'--I Mir. 0 0.28
a . m
B. m
m
Los of Liner . NOtlveStOns a50
LEFT OF STA 34+60 -LREV-
STREAM RELOCATION
(Not 10 Scale I
1 0- Proposed
,FIN
B L
1% SIOpe Nei.
?uround ;? A 1 Exist.
B + Z MIn.D -0.3 m Stream
FNter Footle min. Di - Y_e.t M D . Rm
Max.d•9i m B- m
S Ma.. di- v.1 III
Type of Liner .Native d
t0- O.ke
ne
t
o
STA 51+60 TO STA 52+05 -LREV- LT.
STA 52+80 TO STA 54+40 -LREV- LT.
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
GRAHAM COUNTY
PROJECT:8.3019122 (A-9DD)
US 74 FROM EDWARDS GAP
TO EAST OF SR 1231
SHEET A OF [ 9 N'0- i"*_"
?I
PARCEL NUMBER
14
22
14
26
27
28
31
35
16
33
40
55
SUMMARY REPORT OF PROPERTY 09NERS
PARCEL NUMBER
HOBART CABLE 6
6B 40LF CREEK ROAD
ALMOND N.C. 28102
ETHEL JENKINS 4
SOA WOLF CREEK ROAD
ALMOND N.C. 28702
GERALD JENKINS
50 WOLF CREEK ROAD
ALMOND N.C. 28702
TONY TIPTON
42 WOLF CREEK ROAD
ALMOND N.C. 28702
SELBA JEAN TIPTON
WOLF CREEK ROAD
ALMOND N.C.
SIMON C. PUGH
WOLF CREEK ROAD
ALMOND N.C.
IRENE TAYLOR
35 WOLF CREEK ROAD
ALMOND N.C. 29702
DENNIS BOWEN
30 WOLF CREEK ROAD
ALMOND H.C. 28702
MAXINE GREENE
RT.1 BOX 181A
ROBBINSVILLE N.C. 28771
BRUCE W. HIDY
EARL MEDLIN
RT.4 BOX 2070
LEICESTER H.C. 28748
TVA
C/O GREG MCKIBBEN
P.O. BOX 606
ATHENS TN. 37371
10
13
17
19
11
41
39
47
48

PAULINE 6 DARYL GUNTER
530 BRYSON BRANCH RD.
BRYSON CITY N.C. 28713 ;
BARBRY MARIE McCRACKEN
RT.2, BOX 125C
ROBBINSVILLE M.C. 28111
KERR CABLE
73 WOLF CREEK ROAD
ALMOND N.C. 28702
JENNIFER CABLE HYDE
72A WOLF CREEK ROAD
ALMOND N.C. 28702
LEON SMITH
17 WOLF CREEK ROAD
ALMOND H.C. 28702
CLARENCE MOORE
66 WOLF CREEK ROAD
ALMOND N.C. 28701
DOH JENKINS
51 WOLF CREEK ROAD
ALMOND N.C. 28702
JOHN MEDLIN
RT.2 BOX 15M
ROBBINSVILLE H.C. 28771
U.S. FOREST SERVICE
C/O GLEN MCCONNELL
RT.1 16A
CHEOAH ;ANGER STATION
ROBBINSVILLE M.C. 28771
DAVID R. CABLE
RT.2 BOX 115
ROBBINSVILLE N.C. 28771
BARNEY ANDREWS
STAR ROUTE
ROBBINSVILLE N.C. 28771
N. C. DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
GRAHAM COUNTY
PROJECT:8.3019122 (A-9DD)
US 74 FROM EDWARDS GAP
TO EAST OF SR 1231
SHEET ?j OF ( J 44- t"""

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