20170802 Ver 1_NW 18 Permit Package_20170629

Carpenter,Kristi
From: Chapman, Amy
Sent: Thursday, June 29, 2017 6:20 AM
To: Carpenter,Kristi
Subject: Fwd: NW 18 Permit Package - Community Services of Swain, Inc -
River Access off Island Street - Bryson City
Attachments: NW 18 Permit Package - Community Services of Swain, Inc - River
Access off Island Street - Bryson City.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
---------- Forwarded message ----------
Fro�n: Mark Davis <��[e-mail]>
Date: Jun 28, 2017 4:56 PM
Subject: NW 18 Permit Package - Cominunity Services of Swain, I��c - River
Access off Island Street - Bryson City
To: [e-mail],"Chapman, Amy"
<ainy.chapman�ncdenr.gov>,"Barnett, Kevin"
<kevi��[e-mail]>,"Leslie, Aildrea J"
<[e-mail]>,[e-mail]
Cc: Ken Mills <[e-mail]>,Joel Setzer
<[e-mail]>
David,
Attached for your review and comment is the subject permit application. If you have
any questions or need additional information, please advise
Thanks, Mark
Mark S. Davis
Environmental Specialist
Vaughn & Melton Consulting Engineers
40 Colonial Square
Sylva, NC 28779
msdavis@vau�hnmelton.com
828-354-0117 (Office)
828-508-9670 (Cell)
�
V��qhn h l�lctton
1

Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name: River Access on Tuckase�ee River off Island Street — Town of Brvson Cit�
2. Name of Property Owner/Applicant: Community Services of Swain, Inc.
3. Name of Consultant/Agent: Mark S. Davis, Vaughn & Melton Consulting En�ineers, Inc.
*Agent authorization needs to be attached.
4. Related/Previous Action ID number(s): N/A
5. Site Address: N/A
6. Subdivision Name: N/A
7. City: Bryson Cit_y
8. County: Swain
9. Lat: 35.428946°N Long: -83.445014°W (Approx. Project Center)
10. Quadrangle Name: Brvson City
11. Waterway: Tuckasegee River DWR Class: B)
12. Watershed: Little Tennessee River (HUC 06010203�
13. Requested Action:
X Nationwide Permit # 18
General Permit #
Jurisdictional Determination Request
Pre-Application Request
------------------------------------------------------------------------------------------------------------------
The following information will be completed by Corps office:
Prepare File Folder
• _�
Assign number in ORM
Authorization: Section 10
Project Description/ Nature of Activity/ Project Purpose:
Site/Waters Name:
Keywords:
Section 404
Begin Date

raughn � Melton
Consulting Engtneers
June 28, 2017
Mr. David Brown, NCDOT Regulatory Project Manager
U. S. Aimy Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Subject: Nationwide 18 Permit Application
Construct River Access on Tuckasegee River off Island Street
Swain County
Dear Mr. Brown:
Coinmunity Services of Swain, Inc. is proposing to construct a river access on the
Tuckasegee River off Island Street in the Town of Bryson City. Vaughn and Melton has
been retained to design and permit the project. The proposed project entails the
installation of a gravel pad, concrete stairway, and concrete pad on the bank of the river
to provide access far small boats, canoes, kayalcs and tubes. The purpose of the project
is to promote recreational activities on the river.
I have enclosed a PCN application, Preliminary Jurisdictional Determination Form, a
No-Rise Certification, SHPO and THPO forms, plan sheets showing the proposed work,
a USGS topob aphical map, and photographs.
Threatened and Endangered Species
The US Fish and Wildlife Service lists 52 species for Swain County that have federal
status that are knowri from current records or were known to occur in the County
historically. Additionally, the bald eagle (Hccliaeetus leucocephalus) retains special
protection under the Bald and Golden Eagle Protection Act. Thirteen species, Carolina
northern flying squinel (Glcrucon�ys sabrinus colo�^atus), gray bat (Myotis g�isescens),
Indiana bat (Myotis sodalis), Northern long-eared bat (Myotis septentrionalis), spotfin
chub (E�in�onax inonachus), Appalachian elktoe (Alasfnidonta raveneliana), littlewing
pearlymussel (Pegias fabula), rusty-patched bumble bee (Bof�2bus affinis) spruce-fir
moss spider (Microhexura montivaga), noonday globe snail (Pane�a cic��ki nantczhala),
Virginia spiraea (Spi��aea vii�ginir�na) and rock gnome lichen (Gymnodern�a linea��e), are
listed as either endangered or threatened and are known from cunent records. The sickle
fin redhorse (Moxostomc� sp. 1} is designated as a candidate species for listing.
The North Carolina Natural Heritage Program Database lists the Appalachian elktoe and
sicklefin redhorse as occurring in or near the project area. Species descriptions are
below.
Your Praject. Our Promise.

raughn b� Melfon
Consulting Engineers
Appalachian Elktoe (Alc�s�nidonta raveneliana)
Status: Endangered
Hccbitcct Description: The Appalachian elktoe is known to occur in the Tuckasegee
River watershed in North Carolina. The Appalachian elktoe has been observed in
moderate- to fast-flowing water, in gravelly substrates often mixed with cobble and
boulders, in cracks of bedrock and in relatively silt-fi•ee, coarse, sandy substrates.
Apparently, stability of the substrate is critical to this species, as it is seldom found in
streain reaches with accumulations of silt or shifting sand, gravel, or cobble.
Critical Habitat for the Appalachian elktoe has been designated in the mainstem of the
Tuckasegee River in Swain County. The Critical Habitat designation ends
approximately 2.0 miles upstream of the project area at the US 19 Bridge in the
Governors Island community northeast of Bryson City.
Recommencled Biological Coszclusion: No Effect
Habitat for the elktoe is lacking at the project site. The substrate is basically cobble with
heavy sand/silt in the project area (streambank) and lacks a flow regime preferred by the
species. An onsite investigation was conducted on June 13, 2017 and no elktoe were
observed in or near the project area.
Sicklefin redhorse (Moxostomcz sp. 1)
Status: Candidate for Listing
Habitrct Description: The sicklefin redhorse is known to occur in the Tuckasegee River.
It lives in cool to warm, moderate gradient creeks and rivers and, during at least parts of
its early life, large reseivoirs. In streams, adults are typically found in areas with
moderate to fast currents, though young show a preference for slow currents and large
rocks providing cover. Adults feed and reproduce over gravel, cobble, boulder, and
bedrock stream bottoms with no, or very little, silt. Adults live year-round in rivers and
large creeks while young are largely found in lower stream reaches of creeks and rivers
and appear to have even adapted to nearshore portions of certain reservoirs. Adults will
migrate upstream to spawn, then downstream to forage, and finally to deeper water for
winter, returning to the same spawning and wintering sites year after year.
Recomrnended Biological Conclusion: Not Required for Candidate Species
The habitat at the project site is not characteristic of the remaining 11 listed species
except the mature sycamore trees remaining along the streambank, which may provide
some potential roostinb habitat for Indiana and northern long-eared bats. No trees will
be cut for the construction of the project. All instream work will be conducted in a
"dry" work area to minimize impacts to downstream aquatic resources.
There were no threatened and endangered species observed during the onsite
investigation conducted on June 13, 2017. In addition, the lack of records and habitat in
the project area, and the mitigation measures discussed above, we believe there is a very
low probability that the project will affect listed species. Therefore, we recommend a
finding of "no effect" for the above listed species.
Your Project. Our Promise.

raughn � Melfon
Consulting Engineers
�ultural Resources
The project was reviewed by NCSHPO and the EBCI THPO to determine effects on
historical and archaeological resources. It was determined that there would be "no
effect" on historic architecture or archaeological resources and no survey was required
(see attached forms).
Impacts to Waters of the United States
The Tuckasegee River (DWR Class: B) is shown on the USGS topographic map as a
perennial stream. The channel is well defined with a substrate of boulders, cobble,
gravel and sand/silt and is approximately 150 feet in width. The stream has sufficient
flow to support fish and other aquatic life. The Tuckasegee River meets the definition of
a Traditional Navigable Water and is under the jurisdiction of the U.S. Army Corps of
Engineers. In order to construct the project, it will be necessary to impact waters of the
United States in the Little Tennessee River Basin (HUC 06010203). Listed below is a
summary of the proposed impacts.
Site No. Existing Condition Proposed Condition Net Impacts
Site 1 Natural Streambank Fill Below the OHW Mark 6.
(0.87 cu yds)
Site lA Free Flowing Stream Temporary Flow Diversion ,, 20�
(�0 sq ft)
'�'ot�l Per��.nQnt StrQam Ianp�cts 6'
Total Temporary Stream Impacts for Flow Diversion 20'
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
Ms. Andrea Leslie, Mountain Habitat Conservation Coordinator, of the North Carolina
Wildlife Resources Commission (NCWRC) to comment directly to you concerning the
404 Nationwide Permit request.
In addition, I am asking Ms. Leslie to corninent directly to me concerning this pei7nit
request.
If you have any questions or need additional information, please contact me at (828)
354-0117. Your early review and consideration will be greatly appreciated.
Sincerely,
�"�" � �
Mark S. Davis
Environmental Specialist
Enclosures
Your Project. Our Promise.

raughn�Mellon
�onsulting Engineers
cc: Ms. Ainy Chapman, DWR, DEQ, Raleigh Office (1 Courtesy Copy)
Mr. Kevin Ba.tnett, DWR, DEQ, Asheville Regional Office (1 Courtesy Copy)
Mr. Byron Hamstead, Biologist, US Fish & Wildlife Service, Asheville
Ms. Andrea Leslie, Mountain Habitat Coordinator, NCWRC, Waynesville
Mr. Ken Mills, Executive Director, Swain County EDC, Bryson City
Your Project. Our Promise.

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 18 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? � Yes ❑No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
� 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
� Yes ❑ No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. (NC Division of Mitigation Services)
1 g. Is the project located in any of NC's twenty coastal counties? If yes, answer ❑ Yes � No
1 h below.
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: River Access on Tuckasegee River off Island Street in Town of Bryson City
2b. County: Swain
2c. Nearest municipality / town: Bryson City
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or State N/A
Project No:
3. Owner Information
3a. Name(s) on Recorded Deed: Community Services of Swain, Inc.
3b. Deed Book and Page No. 0397 0686
3c. Responsible Party (for LLC if Ken Mills, Executive Director, Swain County EDC
applicable):
3d. Street address: PO Box 812
3e. City, state, zip: Bryson City, NC 28713
3f. Telephone no.: 828-736-1303
3g. Fax no.: 828-488-2754
3h. Email address: kmillsCc�swaincountvnc.qov
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: � Agent ❑ Other, specify: �
4b. Name: N/A
4c. Business name N/A
(if applicable):
4d. Street address: N/A
4e. City, state, zip: N/A
4f. Telephone no.: N/A
4g. Fax no.: N/A
4h. Email address: N/A
5. Agent�Consultant Information (if applicable)
5a. Name: Mark S. Davis, Environmental Specialist
5b. Business name Vaughn & Melton Consulting Engineers, Inc.
(if applicable):
5c. Street address: 40 Colonial Square
5d. City, state, zip: Sylva, NC 28779
5e. Telephone no.: 828-354-1117 (Office); 828-508-9670 (Cell)
5f. Fax no.: N/A
5g. Email address: msdavisC�vauqhnmelton.com
Page 2 of 12

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID): 667419602796
1 b. Site coordinates (in decimal degrees): Latitude: 35.428946 Longitude: -83.445014
1 c. Property size: 0.728 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Tuckasegee River
proposed project:
2b. Water Quality Classification of nearest receiving water: DWR Class: B
2c. River basin: Little Tennessee River Basin (HUC 06010203)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
A thin strip of undeveloped land lies between the Tuckasegee River and Island Street. Landscape is primarily
commercial development on the north side of Island Street with some scattered residential housing. A new fishing pier
lies approximately 200 feet east of the project site, which was constructed by the NCWRC in 2015.
3b. List the total estimated acreage of all existing wetlands on the property:
N/A
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
�250
3d. Explain the purpose of the proposed project:
To construct a public river access point for small boats, canoes, and kayaks to promote recreational activities along the
TucKasegee River in the Town of Bryson City.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project entails the construction of a gravel pad, concrete stairway and concrete pad on the bank of the Tuckasegee
River. The concrete steps and launch pads will be cast in place and finished. All construction will take place in the "dry"
to prevent raw concrete from entering the waterway. A small excavator, water pumps, sandbags/impervious barriers and
various hand tools may be used to accomplish the work.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / � Yes � No ❑ Unknown
project (including all prior phases) in the past?
Comments: N/A
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? AgencylConsultant Company: N/A
Name (if known): N/A Other: N/A
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
N/A
5. Project History
5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
*Note: Action ID No. 2015-01438 — NWP 18 — Community Services of Swain, Inc. — A universally accessible fishing pier
was constructed on the bank of the Tuckasegee River approximately 200 feet upstream of the proposed river access site
in 2015 by the NC Wildlife Resources Commission to promote public fishing and recreation along the Tuckasegee River.
Page3of12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
Page 4 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. • 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem ora T
W1 ❑ P 0 T N/A N/A ❑ Yes ❑ Corps N/A
❑ No ❑ DWQ
W2 :� P� T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P 0 T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W5 ❑ P 0 T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts N/A
2h. Comments: N/A
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of Average Impact length
number - (PER) or jurisdiction stream (linear feet)
Permanent (P) or intermittent (Corps - 404, 10 width
Temporary (T) (INT)? DWQ — non-404, (feet)
� other)
S1 � P � T Fill — Below Ordinary Tuckasegee � PER � Corps 150 6
High Water River ❑ INT ❑ DWQ 0.87 cu. yds.
S1A ❑ P� T Flow Diversion/Dike Tuckasegee � PER � Corps 150 20
River ❑ INT ❑ DWQ 30 sq. ft.
S2 ❑ P 0 T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S3 ❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S4 ❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S5 ❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total Permanent Stream and Tributary Impacts for Fill below OHW 6'
Total Temporary Stream Impacts for Impervious Dike and Flow Diversion 2�'
3i. Comments:
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individuall list all o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Tem ora T
01 ❑ P❑ T N/A N/A N/A N/A
02 ❑POT
03 ❑P�T
04 ❑P�T
4f. Total open water impacts N/A
4g. Comments: N/A
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland (acres)
Pond ID Proposed use or purpose of
number pond Flo�ode Filled Excavated Flooded Filled EXea at Flooded
P1 N/A N/A N/A N/A N/A N/A N/A N/A
P2
5f. Total N/A N/A N/A N/A N/A N/A N/A
5g. Comments: N/A
5h. Is a dam high hazard permit required?
❑ Yes � No If yes, permit ID no: N/A
5i. Expected pond surface area (acres): N/A
5j. Size of pond watershed (acres): N/A
5k. Method of construction: N/A
Page 6 of 12

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? N/A ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem ora im act re uired?
61 ❑ P � T N/A N/A � NoS N/A N/A
62 ❑ P � T ❑ Yes
❑ No
B3 ❑ P ❑ T ❑ Yes
❑ No
6h. Total buffer impacts N/A N/A
6i. Comments: N/A
Page 7 of 12

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The steps were designed to minimize impacts below the ordinary high water mark (OHWM). A monolithic footing for the
three lower steps will be cast in place at the edge of the river. The footing will be approximately 2-feet below the OHWM.
This was done to accomplish the objective of the project to provide access for small boats off the river bank.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Appropriate BMP's will be installed on the project prior to start of construction. All instream work will be performed in a
"dry" work area using an impervious dike (sand bags) to divert the water around the project site. Pumps may be used to
keep the foundation below the OHWM dry. Water will be pumped to an area of settlement or a silt bag will be utilized to
prevent concrete contaminated water from entering the stream to avoid impacts to downstream aquatic resources. All
disturbed ground will be stabilized (seeded and matted) once the project is complete.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for �Yes � No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ �Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? ❑ Payment to in-lieu fee program (NCDMS)
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter) Type N/A Quantity N/A
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: 0 linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑ cold
4d. Buffer mitigation requested (DWQ only): N/A square feet
4e. Riparian wetland mitigation requested: N/A acres
4f. Non-riparian wetland mitigation requested: N/A acres
4g. Coastal (tidal) wetland mitigation requested: N/A acres
4h. Comments: N/A
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
N/A
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 N/A N/A 3(2 for Catawba) N/A
Zone 2 1.5
6f. Total buffer mitigation required: N/A
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund}.
N/A
6h. Comments: N/A
Page 9 of 12

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments: N/A �
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? <0.10%
2b. Does this project require a Stormwater Management Plan? ❑ Yes � No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local governmenYs jurisdiction is this project? N/A
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
� ❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW"
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? � Yes 0 No
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes � No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This is a river access point with minimal impacts on the environment. The access point is not anticipated to have any
significant impact on future development along Island Street.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
� Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The US Fish & Wildlife Service and North Carolina Natural Heritage Program Databases and site specific surveys were
conducted on June 13, 2017. This project should have "no effecY' on threatened and endangered species.
Page 11 of 12

6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
N/A—There are no marine or estuarine communities within the Blue Ridge Physiographic Province.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
govemments have designated as having historic or cultural preservation � Yes � No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The project was reviewed by the NC SHPO and EBCI THPO and surveys were not required so there should be "no effecY'
on historic architecture or archaeological resources (see attached forms).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: The entire project lies within the "floodway" of the Tuckaegee
River. Swain County retained McGill Associates to perform a hydraulic analysis with the goal of providing a No-Rise
certification for the proposed project. The No-Rise certification was signed by Mr. Scott Burwell, PE, on December 27,
2016 stating the project will have no effect on flood elevations if constructed in accordance with the proposed conditions
model (see attached certification). The full hydraulic report is available upon request.
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
Mark S. Davis
Environmental Specialist . � f j�7
Vauqhn & Melton Consultinq Enqineers, Inc.
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(AgenYs signature is valid only if an authorization letter
from the applicant is provided.
Page 12 of 12

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):6-14-2017
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Mark S. Davis, Environmental Supervisor, Vaughn & Melton Consulting Engineers
40 Colonial Square, Sylva, NC 28779
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
River Access on Tuckasegee River off Island Street - Town of Bryson City - Swain County
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: swa�� Cj�; Bryson City
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.428946 °N; LOng. -83.445014 °�/,
Universal Transverse Mercator: 2�sos�, 3923360; Zone 17S
Na1112 Of C128C'@St W8t@CbOd�/: Tuckasegee River
Identify (estimate) amount of waters in the review area:
Non-wetland waters:
200 linear feet: 150 width (ft) and/or acres.
Cowardin Class: R3ug�
Stt'281'1'1 FIOW: perrenial
Wetlands: N�A acres.
Cowardin Class: NiA
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: NiA
Non-Tidal: NiA

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
� Office (Desk) Determination. Date:
� Field Determination. Date(s): 6-�4-20��
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
� Maps, plans, plots or plat submitted by or on behalf of the
aj�j�IIC811t/COt1SUltallt: Community services of swain, Inc. (Consultant: Vaughn & Melton Consulting Engineers)
❑ Data sheets prepared/submitted by or on behalf of the
appl,�nt/consu Itant.
u Office concurs with data sheets/delineation report.
� Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
� USGS 8 and 12 digit HUC maps
❑✓ U.S. Geological Survey map(s). Cite scale & quad name:1:24000; Bryson City
❑ USDA Natural Resources Conservation Service Soil Survey.
Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
� 100-year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
❑ Photographs: ❑ Aerial (Name & Date): or
� Other (Name & Date):
� Previous determination(s). File no. and date of response letter:
� Other information (please specify):
�

1. The Corps of Engineers believes that there may be jurisdictional waters of tfie
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre-construction notification" (PCN), or requests verification for a non-reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected. in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
necessarilv been verified bv the Corps and should not be relied upon for
later iurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
0
, � ,��,��
Si nature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Estimated
amount of
aquatic Class of
resource in aquatic
Site Number Latitude Longitude Cowardin Class review area resource
1 35.428946 -83.445014 R3UB1 200 linear feet
Non Section 10
— non-wetland

ENGINEERING "N4-RISE" CERTIFICATION
This is to certify that I, Scott Burwell, am a duly qualified professional engineer licenseti to
practice in the State of North Carolina, license number 039177. To this, I certify that the
attached technical data supports the finding of facts that the proposed River Access to the
Tuckaseegee River in Swain County, North Carolina (location specified below) will not
adversely impact the 1% annual chance flood elevations, nor the non-encroachment area
elevations nor the non-encroachment widths of Tuckaseegee River as published in the Flood
Insurance Study (FIS) and depicted on the Flood Insurance Rate Map (FIRM), panel number
6674, with Effective Date of April 19, 2010 for Swain County, North Carolina, Community
Number 370227, and Bryson City, Community Number 370228.
The River Access to the Tuckaseegee River is proposed along the Tuckaseegee River
approximately 330 feet upstream of the Everett Street Bridge. The 1% annual chance flood
elevation in the project area is 1737.07 feet.
Furthermore, I certify the proposed improvements (if constructed in accordance with the
proposed conditions model) will not adversely impact the 1% annual chance flood elevations at
unpublished cross-sections in the vicinity of the proposed development.
This certification is based upon the plans for the proposed River Access to the Tuckaseegee
River in Swain County, North Carolina.
J.2 -�- � - /�
(Date) � i � i i �
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scott Burwell
(Name .��'
(Signature)
Project Manager
(Title)
McGill Associates. P.A.
(Company)
P.O. Box 2259, Asheville, NC 28802
(Address)
55 Broad Street, Asheville, NC 28801
(Address)

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Itamona l�i. Bartos, Administratot
Govemor Roy Cooper
Secretacy Susi H. Hamilton
June 26, 2017
Maxk Davis
Vaughn & Melton Consulting Engineexs
40 Colonial Square
Splva, NC 28779
Office of Archi��es and History
Depury Secretary Kevin Cher�
Re: Construct Island Street River Access Area, Bryson City, Swain County, ER 17-1142
Dear NLr. Davis:
Thank you for your email of June 13, 2017, concerning the above-referenced project. We have checked our
maps and files and offer the following comments.
There are no known archaeological sites within the proposed project area. Based ori our knowledge of the
aYea, it is unlikelp that any archaeological resources that map be eligible foY inclusion in the National Register of
Historic Places will be affected by the project. We, therefore, recommend that no archaeological invesrigation
be conducted in connection with this project.
The proposed access area along the Tuckasegee River is adjacent to the Bryson City Historic District
(SW0083), which was placed on the State Studp List in 2000. The construction of a gravel pad, staiYcase, and
landing pads will not adversely affect the Historic District.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for pour cooperation and consideration. If you have quesrions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-807-6579 or
environmental.review�ncdcr.gov. In all future communication concerning this project, please cite the above
Yeferenced tracking number.
Sincerely,
�, ��,�.,�. �s��.
�/Ramona M. Bartos
(�
Locarion: 109 East Jones Stteet, Raleigh NC 2760t Maili�o Address: 4617 Mail Senrice Center, Raleigh NC 27699-4G17 Telephone/Fax: (919) 807-G570/807-6599

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ARE NOT INiENDCO TO SOPCRSE�E ANY INFORMnTION GIVEN IN il1E IdCGILI PLPNS.ONL'f
TO SUPPLLMENT.IN 1HF. f`:CNT OF GiSCREPnNCY,TFIE MLCILL 11RAWINCS HOLD PRTORITV.
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MAT'L. ), REINFORCING STEEL: CkA�E 60, ASTM 4615.
3. TREAD I`INISH: 9ROOM FINISH PARALLEL TO STEPS.
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CONiRnCTOR SHALL FICLO VFRIFY ALL GUARDRAiL DIIvIEN5I0N5 nND LAYOUT
BEFORE FnPRICATION AND INSTALI_ATION.
2„pIA Past HnN�RAIL T�RMINATION
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' �TRUCTIJRAL TIJBE. PIPE AN� �nR SNALL 9F IN ACCOft�ANCE WITII 4iTM 8221 I1R 4`>iM N429,
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, TOLERANCE WHEN MEASUBEO PT 3'-6"4f�OVE TFIG FOUNLIATIOnl.
RAILING MEMBER DIMENSSONS TABLE
IAEMBER UESIGNATION OUf5I0E WALL
[IIMEN5I0N TIiICNNESS
Pa;rs r� Nr�s �scr+. �m z..s�s• a.ua�
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BASG PLATES:
BaSf PI_PTES ;NnI.L OE IN ACCORC�aNCE WIiH 45iM U2U9.a�LOv 60G1-T6.
COATINGS:
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JOINTS:
ALL FIXEU JOINT$ ARE i0 �E WEL�EU ALL AROUND AN� GROl1N� SMOOTH.
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AI_L WELDING SNALL !�F IN nCCORpnNCE WILN TNE AMERICAN WEL�ING $OCIETY
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SHOP DRAWINGS:
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PAYM[NT:
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IALUMINUMLLf.PAYMENT FOR TIIE (IUIDERAIL WILL OE PIAN (Il1AN1'iTY MEASIIRE� AS
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CONSTRUCTION MATERIAL LIST
CONCRETE (7000 PSD UA C.Y.
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OESiGN 6GR.: JEB �ATE:06R017
pWN. BY: MAF �ATE: O6/2017
CkO. 6Y: HLw �ATE: 0620I�
REINFORCING SCHEDULE
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370 I BS.
ISLAND STREET RIVER A(.'CE55
SWAIN COUN7Y.NOR7H CAROLINA
GENERAL NOTES AND
EILL OF MATERIAL

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� - t ; � 4' , . • . : �"'� SCALE 1:9027
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MN 5.97° W � � �`�, }• C�I{tpn- , �' _� ��� ` 0.0 0.1 0.2 0.3 0.4 0.5 Kilometers
Ave •
Name: BRYSON CITY Location: 035.429466° N, 083.446738° W
Date: 06/13/17 Caption: Island Street RiverAccess
Scale: 1 inch = 752 ft. Community Services of Swain County, Inc.
(C) Copyright 2016, Trimble Navigation Limited

Isiand Street River Access
Town of Bryson City — Swain County
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