20170843 Ver 1_NCDOT_Graham Bridge 95_NWP 14 Package_20170706

Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name Bridge 95 (SR 1103 Anderson Creek Road)
2. Name of Property Owner/Applicant: NC Department of Transportation
3. Name of Consultant/Agent: N/A
*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: Robbinsville
8. County: Graham
9. Lat: 35.2750° N Long: -83.7626 ° W (Approx. Project Center)
10. Quadrangle Name: Robbinsville (35083-C7-TF-024�
11. Waterway: Anderson Creek (WS-III)
12. Watershed: Little Tennessee River (06010204)
13. Requested Action:
X Nationwide Permit # 14
General Permit #
_ Jurisdictional Determination Request
_ Pre-Application Request
The following information will be completed by Corps office:
: �
Prepare File Folder Assign number in ORM Begin Date
Authorization: Section 10 Section 404
Project Description/ Nature of Activity/ Project Purpose:
Site/Waters Name:
Keywords:

STATE OF NORTH CAROLINA
DEPAR'TMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
July 6, 2017
Ms. Lori Beckwith, NCDOT Regulatory Project Manager
U. S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
JAMES H. TROGDON, III
SECRETARY
Subject: Nationwide 14 Pernut Application
Replace Bridge 95 on SR 1103 (Anderson Creek Road) over Anderson Creek
Graham County
State Project No. 17BP.14.R.91
(DWQ Minor Permit Fee $240.00)
Dear Ms. Beckwith:
The North Carolina Department of Transportation (NCDOT) is proposing to replace bridge no. 95
over Anderson Creek in Graham County. The existing structure will be replaced with a 2@ 7' W
x 4'H x 96'L reinforced concrete box culvert (RCBC) on the same location. The culvert will be
stage constructed to handle traffic during construction. The culvert slope will be about 4.9%, but
sills, distinct base flow and high flow barrels, and native material culvert backfilling will be
incorparated to mimic the natural morphology of this relatively steep cobble-bed stream.
Enclosed are a PCN application, preliminary jurisdiction form, marked-up plan sheets showing
the proposed work and impact sites, a USGS quad map, photographs, and other pertinent project
information to assist in your consideration of this request.
The U.S. Fish and Wildlife Service and North Carolina Natural Heritage Program databases were
checked for records of threatened and endangered species in Graham County. Carolina northern
flying squirrel (Glaucomys sabrinus coloratus), spotfin chub (Erimonax monachus), Appalachian
elktoe (Alasmidonta raveneliana), Virginia spiraea (Spiraea virginiana), rock gnome lichen
(Gymnoderma lineare), northern long-eared bat (Myotis septentrionalis, NLEB), gray bat (Myotis
grisescens) and Indiana bat (Myotis sodalis) are listed as either threatened or endangered and are
known from current records or anticipated to occur in the county.
Appalachian elktoe and spotfin chub only occurs in Graham County in the Cheoah River
downstream Lake Santeetlah. Anderson Creek is many miles upstream of the lake and is too
small and cold to support mussels. Therefore, the project will not affect these species.
Mailing Address: Telephone.• [phone] Locarion:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] NC DEPARTMENT OF TRANSPORTATION
Division 14 CustomerService: 1-877-368-4968 Division 14
253 Webster Road 253 Webster Road
Sylva, North Carolina 28779 Website: www.ncdot.¢ov Sylva, North Carolina 28779

Graham 95 Replacement Page 2 July 6, 2017
Virgnia spiraea also only occurs in Graham County along the Cheoah River downstream Lake
Santeetlah. There are no scoured banks or gravel bars at the bridge that could support this plant
and it was not seen during the bridge scoping. This project should have no effect on Virgnia
spiraea.
Gray bats usually roost in caves or in/on structures year-round while Indiana bats and NLEB only
winter in caves or mines. During warm seasons Indiana bats and NLEB usually roost on/in
structures, under the shaggy bark of live trees such as white oaks, sycamores, and hickories, ar in
cavities or under the loose peeling bark of dead trees. This project should not require blasting,
but it will require the removal of approximately 6 trees and demolition of an old timber bridge.
There was no evidence of bats or roosting on the bridge during the field scoping; absence of bats
will be confirmed prior to demolition. The bridge is not situated in a"red HUC" where known
NLEB maternity roosts and/or hibernacula are a concern and it is several miles from the nearest
"red HUC". To protect Indiana bats, the obstructing trees will be removed from October 15 to
April 15 (winter clearing). With the clearing restriction, we recommend a"may affect, not likely
to adversely affect" determination for Indiana bat due to the potential loss of roost habitat.
The Carolina northern flying squirrel and rock gnome lichen are found in spruce-fir forests and
other isolated high elevation locations in western North Carolina. However, rock gnome lichen
can occasionally be found at lower elevations in deep river gorges with high humidity or on some
vertical rock faces that are periodically wet. The bridge site is much too low in elevation and
lacks rock faces and other habitat conditions required by these species.
The project is small in scale. Erosion and sedimentation control measures will be used to
minimize adverse effects of the work on aquatic habitats. Habitats for listed species appear
lacking at the project site and none of the species known from Graham County were observed
during field visits. For these reasons and those discussed above, we recommend that a
determination of "no effect" on listed species, with exception to Indiana bats, apply to this
project.
This project was reviewed by NCDOT's Human Environment Unit and it was determined that
there are no National Register eligible or listed archaeological resources present. A survey for
historic architectural resources was not required.
NCDOT best management practices will be used to minimize and control sedimentation and
erosion on this project.
Impacts to Waters of the United States
Anderson Creek (DWQ Class: WS-III) is shown on the USGS topographic map as a perennial
stream. It has a well-defined channel approximately 7 feet in width with a substrate of gravel and
cobble. Anderson Creek flows about 0.2 mile to Tallulah Creek, which then flows about 4.5
miles to the Cheoah River (upstream of Lake Santeetlah). The Cheoah River meets the definition
of a Traditional Navigable Water (TNW). For these reasons, we believe Anderson Creek is a
Relatively Permanent Water (RPV� 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 (CU 06010204) as follows:

Graham 95 Replacement Page 3 July 6, 2017
Net
Site No. Existing Condition Proposed Condition Impacts
(feet)
1 Anderson Creek 2@ ��W x 4'H x 96'L RCBC 96
and Bridge 95 Abutments
Impervious Dikes and Temporary
2 Anderson Creek Flow Diversions 60
(u and down from erm. Im acts
3 Anderson Creek �P Rap Benching and Inlet 35
Protection
4 Anderson Creek �P Rap Benching, Gabion 65
Baskets, and Outlet Protection
Permits Requested
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed
with the construction project outlined above. We request comments from Mrs. Marla Chambers
of the NC Wildlife Resources Commission on the application. We also request authorization
under Section 401 of the Clean Water Act from the North Carolina Department of Environmental
Quality, Division of Water Resources (DWR).
Please contact me at [phone] if you have any questions or need additional information.
Your timely review and consideration of this request will be greatly appreciated.
�d by:
L/ _� "' �i ��
8B673FBE42E5415...
Dave McHenry
Division 14 Environmental Officer
Enclosures
ec: Mrs. Marla Chambers, NC Wildlife Resources Commission
Ms. Marella Buncick, US Fish and Wildlife Service
Ms. Amy Chapman, Division of Water Resources — DEQ, Raleigh
Ms. Kristi Carpenter, Division of Water Resources — DEQ, Raleigh
Mr. Kevin Barnett, Division of Water Resources — DEQ, Asheville
Mr. Josh Deyton, PE, Bridge Management Engineer, NCDOT Division 14
Mr. Reid Whitehead, Roadside Environmental Field Operations Engineer, NCDOT

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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
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes �No
1d. 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.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replace Bridge No. 95 on SR 1103 (Anderson Creek Road) over Anderson Creek
2b. County: Graham
2c. Nearest municipality / town: Robbinsville
2d. Subdivision name: N/A.1
2e. NCDOT only, T.I.P. or State 176P.14.R.91
Project No:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if Dave McHenry, Division 14 Environmental Officer
applicable):
3d. Street address: 253 Webster Rd.
3e. City, state, zip: Sylva, NC 28779
3f. Telephone no.: 828-586-2141
3g. Fax no.: 828-586-4043
3h. Email address: dqmchenrv(c�ncdot.qov
Page 1 of 10
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. Streetaddress: 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: N/A
5b. Business name N/A
(if applicable):
5c. Street address: N/A
5d. City, state, zip: N/A
5e. Telephone no.: N/A
5f. Fax no.: N/A
5g. Email address: N/A
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1 b. Site coordinates (in decimal degrees): Latitude: 35.2750 Longitude: -83.7626
1 c. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Anderson Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-III
2c. River basin: Little Tennessee River Basin (HUC 06010204)
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:
The site is location of deteriorated timber bridge on a secondary road. Landscape near the bridge consists of lawns,
single family residence, and woodlands.
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 replace the deteriorated timber bridge with a 2@ 7'W x 4'H x 96'L reinforced concrete box culvert on existing location.
3e. Describe the overall project in detail, including the type of equipment to be used:
Erosion and sedimentation measures will be installed. The bridge will be constructed while using staged construction to
handle traffic. Track hoes, cranes, dump trucks, bulldozers, paving equipment, water pumps, sandbags, diversion pipe
and various hand tools will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained fo�r 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? Agency/Consultant 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.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
Page3of10
PCN Form — Version 1.3 December 10, 2008 Version

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
W 1 ❑ P❑ 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❑ 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 ofjurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ — non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 � P❑ T Culvert Anderson Creek � PER � Corps 7 96
❑ INT � DWQ
Impervious
S2 ❑ P� T Dike/Flow Diversion Anderson Creek � PER � Corps � 60
(up. and down. of ❑ INT � DWQ
perm. impacts)
S3 � P❑ T Ri Ra Benchin � PER � Corps � 35
p p° g Anderson Creek � INT � DWQ
S4 � P❑ T Rip Rap, Benching, � PER � Corps
Gabion Baskets Anderson Creek � INT � DWQ � 65
S5 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total Temporary Stream Impacts for Impervious Dikes and Flow Diversions 60'
Total Permanent Stream Impacts for Culvert, Rip Rap Bank Stabilization, Benching, and Gabion Baskets 196'
3i. Comments:
Page 4 of 10
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 ❑P❑T
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
Pond ID Proposed use or purpose of (acres)
number pond Floode
d Filled Excavated Flooded Filled Excavated 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
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 orar T im act re uired?
61 ❑ P❑ T N/A N/A � NoS N/A N/A
B2 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts N/A N/A
6i. Comments: N/A
Page 5 of 10

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 culvert was designed to meet the hydraulic needs and roadway constraints of the site — a bridge would not work.
This culvert should not impede or impair aquatic life passage due to efforts to mimic existing stream conditions with
maintenance of distinct high and low flow barrels and baffles.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All instream work will be performed in dry work areas using impervious dikes and diversions (as needed) to divert water
around the project sites during bridge removal and culvert construction. BMPs based on an approved erosion and
sedimentation control plan will be installed on the project prior to the bridge work.
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
❑ 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: 96 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
Page6of10
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 7 of 10

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? N/A
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:
Project is covered by NCDOT Individual NPDES Permit No. NCS000250. Drainage will be routed to stream banks and
rip rap diffuser, grassed swales where possible.
❑ 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 ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page8of10
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)?
1c. 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:
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 26 .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.
The bridge is being replaced to standard load limits and width to improve safety for the traveling public. The crossing
upgrade is not anticipated to have any significant impact on future development.
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
Page 9 of 10

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?
North Carolina Natural Heritage Database and site specific surveys conducted during the bridge replacement scoping
process.
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
governments 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 NCDOT's Human Environment Unit for potential effects on historic architecture and
archaeology. No survey was required for architecture. A finding of no eligible or listed properties present was returned
for archaeology.
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 design was cleared by NFIP with a MOA Type 2b.
8c. What source(s) did you use to make the floodplain determination? See attached letter from NFIP
Dave McHenry DocuSigned by:
Division 14 Environmental Officer ��� �� 7/6/20v
Applicant/Agent's ignature Date
Applicant/Agent's Printed Name (AgenYs signature is valid only if an authorization letter from the
applicant is provided.)
Page 10 of 10

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Name: ROBBINSVILLE Location: 035°16' 23.74" N 083°46' 04.82" W NAD 27
Date: 6/30/2017 Gaption: Bridge 95
Scale: 1 inch equals 2000 feet Anderson Creek
Graham County
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CREEK RD. (SR 1103) OVER A11lDERS011t CREEK
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NCDOT HIGHWAY DIVISION 14
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BM2: 8" SPIKE SET IN BASE OF 24" POPLAR TREE. 24.71' RIGHT OF
STA. 14+72.96 -L- = EL. 2297.34
�
a
Z \ �
f �
� �
�� , r N
`� � O = N
Z 1 0'�
.� 1 _ -'
PROPOSEO GABION
RETAINING WALL
u
�. CULVERT
STA.13+27.15 -L-
� PROPOSED
TEMPORARY
. SHORING
a
w000s
Z
0
G
�
r
m
�
FOR UTILITY INFORMATION,
SEE UTILITY PLANS AND
SPECIAL PROVISIONS.
LOCATION SKETCH
� \
,
'i I
I
�
145°-54'-39.5"
(TAN. TO CURVE)
EXISTING
STRUCTURE "95
�
GRADE POINT E�E � R A D E+2 D A T A _ 2303.22
INVERT ELEV. Ca STA. 13+27.15 -L- = 2296.06
ROADWAY SIDE SLOPES = 2:1
DRAWN BY : M.J.OSTRISHKO ppTE ; IO/2014
CHECKE� 8Y : N.A.PIERCE DATE : ���2a�4
CLASS I
RIPRAP
(TYP.)
PROPOSED GUARDRAIL
(ROADWAY PAY ITEM
AND DETAIU(TYPJ
� 2306.0 ± 2303.0 �
� �� �� � � ��� � � � � � � � � � � � �
41'-0,.
50'-0"
NOTES
ASSUMED LIVE LOAD ................................HL-93 OR ALTERNATE LOADING.
MAXIMUM DESIGN FILL ...........................1.4'
MINIMUM DESIGN FILL ...........................1.12'
FOR OTHER DESIGN DATA AND GENERAL NOTES,SEE SHEET SN.
FOR CULVERT DIVERSION DETAILS,SEE EROSION CONTROL PLANS.
3" 0 WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH THE SPECIFICATIONS.
CONCRETE IN STAGE I OR STAGE II CULVERT TO BE POURED IN THE FOLLOWING ORDER:
1.WING FOOTING AND FLOOR SLAB FOR PHASE I,INCLUDING 4"OF ALL VERTICAL WALLS OF
PHASE I.
2.THE REMAINING PORTIONS OF THE WALLS OF PHASE I AND WINGS FULL HEIGHT.
3.WING FOOTING AND FLOOR SLAB FOR PHASE II.INCLUDING 4"OF ALL VERTICAL WALLS OF
STAGE II.
4.THE REMAINING PORTIONS OF THE WALLS OF PHASE II AND WINGS FULL HEIGHT.
5.ROOF SLAB AND HEADWALLS OF PHASE II.
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH "HEC 18- EVALUATING SCOUR AT
BRIOGES."
AFTER SERVING AS A TEMPORARY STRUCTURE,THE EXISTING STRUCTURE CONSISTING OF A
SINGLE 18'-6"SPAN WITH AN ASPHALT WEARING SURFACE ON A TIMBER DECK AND TIMBER
JOISTS HAVING A CLEAR ROADWAY WIDTH OF 18'-0"SUPPORTED ON A SUBSTRUCTURE OF TIMBER
CAPS ON TIMBER POSTS AND CONCRETE SILLS SHALL BE REMOVED.THE EXISTING STRUCTURE IS
PRESENTLY POSTED FOR LOAD LIMIT.SHOULD THE STRUCTURAL INTEGRITY OF THE BRIDGE
DETERIORATE DURING CONSTRUCTION OF THE PROPOSED CULVERT,A LOAD LIMIT MAY BE POSTED
AND MAY BE REDUCED AS FOUND NECESSARY DURING THE LIFE OF THE PROJECT.
STEEL IN THE BOTTOM SLAB MAY BE SPLICED AT THE PERMITTED CONSTRUCTION JOINT AT THE
CONTRACTOR'S OPTION.EXTRA WEIGHT OF THE STEEL DUE TO THE SPLICES SHALL BE PAID FOR
BY THE CONTRACTOR.
AT THE CONTRACTOR'S OPTION,HE MAY SPLICE THE VERTICAL REINFORCING STEEL IN THE
INTERIOR FACE OF THE EXTERIOR WALL ABOVE LOWER WALL CONSTRUCTION JOINT.THE SPLICE
LENGTH SHALL BE AS PROVIDED IN THE SPLICE LENGTH CHART SHOWN ON THE PLANS.EXTRA
WEIGHT OF STEEL DUE TO THE SPLICES SHALL BE PAID FOR BY THE CONTRACTOR.
� FOR LIMITS OF TEMPORARY SHORING FOR MAINTENANCE OF TRAFFIC,SEE TRAFFIC CONTROL
PLANS.FOR PAY ITEM FOR TEMPORARY SHORING FOR MAINTENANCE OF TRAFFIC,SEE ROADWAY
PLANS.
DIMENSIONS FOR WING LAYOUT AS WELL AS ADDITIONAL REINFORCING STEEL EMBEDDED IN
BARREL ARE SHOWN ON WING SHEET.
THE EXISTING BRIDGE SHALL BE PARTIALLY REMOVED AS SHOWN IN THE TRAFFIC CONTROL
PLANS.THE EXISTING RAIL SHALL BE REMOVED AND REATTACHED TO THE REMAINING PORTION OF
THE EXISTING BRIDGE.FOR REMOVAL OF EXISTING STRUCTURE,SEE SPECIAL PROVISIONS.
FOR PROPOSED GABION RETAINING WALL DETAILS,SEE "GABION RETAINING WALL DETAILS"
SHEET.
HYDRAULIC DATA
DESIGN DISCHARGE = 250 CFS
FREOUENCY OF DESIGN FLOOD = 5 YEARS
DESIGN HIGH WATER ELEVATION = 2305.1
DRAINAGE AREA = 1.3 SQ.MI.
BASE DISCHARGE (0100) = 700 CFS
BASE HIGH WATER ELEVATION = 2306.92
OVERTOPPING DATA
OVERTOPPING DISCHARGE = 280 CFS
FREQUENCY OF OVERTOPPING FLOOD = 5+ YEARS
OVERTOPPING FLOOD ELEVATION = 2305.3
2303.5 *-
50'-0"
� -L-
2298.0 ±
50'-0"
PROFILE ALONG � CULVERT
Offlce NCDOT\17BP CROl1P t\17BP.14.R.91_370095\Structurea\�raftinq\4l0_001_17BP.14.R.91_SAIU_CUO1.Oqn
HORIZONTAL CURVE
PI STA 11+94.57
�= 32°-37'-32.3"(RTI
D = 11°-30'-00.0"
L = 283.70'
T = 145.81'
R = 498.22'
PI STA 13+96.70
0= 20°-57'-36.8"(LTJ
D = 16°-30'-00.0"
L = 127.03'
T = 64.23'
R = 347.25'
2295.5 ±
REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED IN A MANNER THAT PREVENTS DEBRIS
FROM FALLING INTO THE WATER.THE CONTRACTOR SHALL SUBMIT DEMOLITION PLANS FOR REVIEW
AND REMOVE THE BRIDGE IN ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD
SPECIFICATIONS.
FOR SUBMITTAL OF WORKING DRAWINGS.SEE SPECIAL PROVISIONS.
FOR FALSE WORK AND FORMWORK,SEE SPECIAL PROVISIONS.
FOR CRANE SAFETY,SEE SPECIAL PROVISIONS.
FOR GROUT FOR STRUCTURES.SEE SPECIAL PROVISIONS.
THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF THE CULVERT BEFORE STAKING IT OUT TO
MAKE CERTAIN THAT IT WILL PROPERLY TAKE CARE OF THE FILL.
AT THE CONTRACTOR'S OPTION HE MAY SUBMIT,TO THE ENGINEER FOR APPROVAL,DESIGN AND
DETAIL DRAWINGS FOR A PRECAST REINFORCED CONCRETE BOX CULVERT IN LIEU OF THE
CAST-IN-PLACE CULVERT SHOWN ON THE PLANS.THE DESIGN SHALL PROVIDE THE SAME SIZE AND
NUMBER OF BARRELS AS USED ON THE CAST-IN-PLACE DESIGN.FOR OPTIONAL PRECAST REINFORCED
CONCRETE BOX CULVERT,SEE SPECIAL PROVISIONS.
DATA
TOTAL STRUCTURE QUANTITIES
CLASS A CONCRETE
STAGE I 64.4 CU. YDS.
STAGE II 89.6 CU. YDS.
TOTAL 154.0 CU. YDS.
REINFORCING STEEL
STAGE I 7.949 LBS.
STAGE II 11.849 LBS.
TOTAL 19,798 LBS.
CULVERT EXCAVATION LUMP SUM
FOUNDATION COND. MAT'L.
STAGE I 41 TONS
STAGE II 70 TONS
TOTAL 111 TONS
REMOVAL OF EXISTING STRUCTURE LUMP SUM
TEMPORARY EDGE BEAM LUMP SUM
CLASS I RIPRAP 21 TONS
GEOTEXTILE FOR DRAINAGE 23.0 S�.YDS.
r2292.5± 2291.0±
___�-�___._��_L�_�_�_-J
/�WSP
Transportation & Infrastrueture
434 Fayetteville St. Suite 1500
Raleigh, NC 27601 - 919.836.4040
www.wspgroup.com
LICENSE NO. F-0891
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
50'-0" I 31'-0"
I HEREBY CERTIFY THESE PLANS
ARE THE AS-BIJILT PLANS
,°pO�PF� vo��iys
_ _; i SEAL 4 . y .
Z�: 037479 tj� �
� � �'+fMLINEfar (y�.0
�%yO�qs• A� Q\.
DESICN ENCINEER OF RECORD:
DATE:
PROJECT No. 17BPe14.Re91
GRAHAM COUNTY
STATION: 13+27.15 -L-
REPLACES BRIDGE °95
STeTE OF NORTH �aROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGX
DOUBLE 7 FT. X 4.0 FT
CONCRETE BOX CULVERT
154 °-54'-39.5" SKEW
REVISIONS I SHEET N0.
DA7E� N0. BY: DA7E� C-I

CLASS I RIPRAP-� �
(TYP.) `
� �,
SILL (TYP.
+ EACH END)
�
�
FLOOD BENCH
DRAWN BY : M.J.OSTRISHKO ppTE ; IO/2014
CHECKED 8Y : N.A.PIERCE DATE : ���za�4
i�-o•
8'
SILL
(7 LOCATIONS)
(TYPJ
7,_�.
1'-0„
35'-6"
STAGE I
8'-5" . 8'-5"
-L-
49'-6„
STAGE II
10'-0" 10'-0" 10'-0" 9'-6"
1'-0"
1'-0"
1'-0.,
\
\
\\\
..,. ,. \ „ ,. _,. _ ,.,. ..,. ,. � ,. _,. _ ,.,. ..,. ,.
CONST.JOINT
5'-
�v 3�-��. � � 5. �� 3�-��� � ��.
ELEVATION
LOOKING DOWNSTREAM
� BRIDGE AT �
STA.13+27.15 -L-
PLAN OF CULVERT SILL LAYOUT
LOW FLOW SILLS DENOTED BY CROSSHATCHED AREA.
�NATIVE MATERIAL IN
HIGH FLOW SILL
� NATIVE MATERIAL IN
O O LOW FLOW SILL
2 LAYERS OF 30 LB.
ROOFING FELT TO
PREVENT BONDING (TYP.I
1'-0"
� NI
r
"6 DOWEL (TYP.) AT
MAX. SPACING OF 4'-0"
,;,�� `2 LAYERS OF 30 LB.
ROOFING FELT TO
PREVENT BONDING (TYP.)
SECTION THROUGH SILL
� DOWELS MAY BE PUSHED INTO GREEN CONCRETE
AFTER SLAB HAS BEEN FLOAT FINISHED
CULVERT SILL DETAILS
Offlce NCDOT\17BP GROl1P t\1TBP.14.R.91_370095\Structurea\Draftinq\4t0_010_17BP.14.R.91_SAIU_CU10.Oqn
-'�—
►-��������1�ai�i'1iT�1�-► ���
, ����� ���������►��
�� `'~/l'1'~''''"'���i�i����l
~�iii��/%%Tf~/~/~/~f~/~t►_
� �tii�il�tiitiitiiti�litiitiililitiitiitii,.
NOTES
NATIVE MATERIAL EXCAVATED FROM THE EXISTING STREAM BED OR
FLOOD PLAIN AT THE PROJECT SITE DURING CULVERT CONSTRUCTION
SHALL BE STOCKPILED AND LATER PLACED IN THE PROPOSED CULVERT
BETWEEN SILLS TO PROVIDE A CONTINUOUS LOW FLOW BARREL.NATIVE
MATERIAL IS SUBJECT TO APPROVAL BY THE ENGINEER AND MAY BE
SUBJECT TO PERMIT CONDITIONS.
THE STOCKPILED NATIVE MATERIAL SHALL BE PLACED AS SHOWN IN THE
"PLAN OF FLOOR SILL LAYOUT" SKETCH TO PROVIDE A 1'-6"DEPTH LOW
FLOW CHANNEL BETWEEN LOW FLOW SILLS,AND SHALL BE PLACED TO THE
DEPTH OF 2'-0"BETWEEN HIGH FLOW SILLS.
SUPPLEMENTAL STONE OF SIMILAR CHARACTERISTIC OF THE NATIVE
MATERIAL MAYBE USED AS NECESSARY WITH APPROVAL BY ENGINEER.
THE ENTIRE COST OF WORK RE�UIRED TO PLACE THE EXCAVATED
MATERIAL SHALL BE INCLUDED IN THE CONTRACT LUMP SUM PRICE BID
FOR CULVERT EXCAVATION.
THE ENTIRE COST OF WORK REOUIRED TO CONSTRUCT THE SILLS SHALL
BE INCLUDED IN THE VARIOUS PAY ITEMS.
TOP OF LOW FLOW SILLS SHOULD MATCH STREAM BED ELEVATION IN
LOW FLOW CHANNEL OF STREAM.(THALWEG)
DO NOT SET ELEVATION OF HIGH SILL A80VE BANK FULL.
NUMBER OF SILLS DETERMINED BY THE ENGINEER.
PROJECT No. 17BPe14eRe91
,,��;:'�ARo�..., GRAHAM COUNTY
.� Q ? FCSLp'••, � �
:=,r3� ��!}t9�'
;Z:, o;;;, :W_ STATION: 13+27.15 -L-
.,: .�.,.
= �'�Y`•• fMc i wcE:•� 4,?F
,�p�qs...A� Q\,.
'1,,,, STeTE OF NORTH �CqOLINA
DESICN ENCINEER OF RECORD: DEPARTMENT OF TRANSPORTATION
RALEIGH
oATE: DOUBLE 7 FT.X 4 FTe
CONCRETE BOX CULVERT
/�wsP CULVERT SILL PLAN
Transportation & Infrastrueture & DE T A I L S
Ralegh,aNC 2761�e1St.9S9.83654040 J�^ v��+ 1 Vl I I
www.wspgroup.com
LICENSENO.F-0891 REVISIONS SHEET N0.
NO BY: DA7E� NO BY: DA7E� C-lO
DOCUMENT NOT CONSIDERED FINAL 9 � roTn�
SNEETS
UNLESS ALL SIGNATURES COMPLETED ,6L 1�

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Hi�hWay' North Carolina DepartmenY of Transportation � ;
Storin�va4�r. I
.����_�., Highway Stormwater Program �;%
STORMWATER MANAGEMENT PLAN —
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 17BP.14R.91 TIP No.: SF-370095 County(ies): Graham Page of 1
Bridge to Culvert Avoidance and Minimization
Proposed Structure Summa
Sheet No. & Station Sheet No.: Station: 13+27.15 -L- Number of Barrels: 2
Drainage Area (ac or sq mi): Barrel Width/Diameter (ft): 7 ft.
Surface Water Body: 1)Anderson Creek Barrel Height ft : 4 ft.
Culvert T e: RCBC Culvert Len th ft 85 ft. +/-
Avoidance and Minimization Efforts: Culvert maintains existing stream width and slope with sills and baffles and a floodplain bench through high flow barrel.
(Bridge to Culvert)
Stream Slope Fish and/or Aquatic Life Passage
Existing Average Stream Slope (%): 4.90 % Existing Low Flow Channel Dimensions 9 ft. wide with a flow depth of 0.5 ft.
Proposed Culvert Slope (%): 4.90 % in the Stream:
Culvert Burial
Proposed Culvert Burial Depth (ft): 1.5 ft.
Existing Streambed Material: sand, gravel and medium boulders Proposed Low Flow Dimensions 7 ft. wide 0.5' deep
Through the Culvert:
Proposed Sills/Baffles: 1.5' sills with 6+/- 1.5' baffles in low flow barrel. 2.0'
silis at inlet and outlet of high flow barrel. Existing Low Flow Velocities in the
Stream (ft/s): 3.4 ft/s
ropose ow ow e oci ies roug
the Culvert (fUs): 4.2 fUs
Alternating Low Flow Sills/Baffles: There will not be alternating sills and baffles as
the width of the �ow flow barrel (7 ft.) closely
approximates the natural stream width.
Culvert/Stream Alignment
Stream Patterns Upstream and Downstream None. Structure is in relatively staraight stretch of stream.
of the Culvert that Could Affect Fish
Passage and Bank Stability:
Bed Forms Impacted by Culvert (riffles, Structure is in riffle section of stream.
pools, glides, etc.):
Low Flow Floodplain Bench Required? Yes Floodplain bench is provided at approach and exit of high flow barrel. This is to help maintain eisting patern and profile of existing
(provide justification) stream.
Bends at Inlet/Outlet? No
(describe culvert alignment with stream)
Stream Realignment Necessary? (provide No
justification)
Bank Stabilization: Standard rip rap bank stabilization is proposed at both the inlet and outlet of the culvert. Rip rap is also proposed for stabilization of the floodplain
bench.
Outlet Velocities
Natural Stream Channel 2-yr Velocity (ft/s): 6.6 ft/s Natural Stream Channel 10-yr Velocity (ft/s): 8.5 ft/s
Proposed Culvert 2-yr Outlet Velocity (ft/s): 7.6 ft/s Proposed Culvert 10-yr Outlet Velocity (ft/s): 10.3 ft./s
Roadway Geometric Considerations
Evaluate/Describe Roadway Geometric Constraints:
The existing site and skew of the roadway in relation to the stream does not lend this site to a replacement bridge. A culvert is the most appropriate structure for this replacement.

Environr�������
Quc�����,
ROY CC�OPER
G'crvers�or
Mr. Dave McHenry
NCDOT Division 14 Environmental Supervisor
North Carolina Department of Transportation
253 Webster Road
Sylva, North Carolina 28779
Dear Mr. McHenry:
July 6, zo1�
Subject: Mitigarion Acceptance Letter:
Division 14 Project, Replace Bridge 95 over Anderson Creek on SR 1103 (Anderson Creek
Road), Graham County; WBS Element 17BP.14.R.91
The purpose of this letter is to notify you that the Division of Mirigation Services (DMS) will provide the
compensatory stream mitigation for the subject project. Based on the information received on June 30, 2017, the
impacts are located in CU 06010204 of the Little Tennessee River basin in the Southern Mountains (SM) Eco-Region,
and are as follows:
Little Tennessee Stream Wetlands Buffer (Sq. Ft.)
06010204 Non- Coastal
SM Cold Cool Warm Riparian Zone 1 Zone 2
Ri arian Marsh
Impacts g6A R 0 0 0 0 0 j 0 0
(feet acres ; �
This impact and associated mitigarion need were under projected by the NCDOT in the 2017 impact data.
DMS will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated
with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the
In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this
mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from
EEP.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-8420.
Sincerely,
-�.
i1 �=�- �� _ �
i I �
Jar��,cs,f3. Stanfill
EEP�sset Management Supervisor
cc: Ms. Lori Beckwith, USACE - Asheville Regulatory Field Office
Mr. Josh Deyton, P.E., NCDOT - Division 14 Bridge Program Engineer
Ms. Linda Fitzpatrick, NCDOT - PDEA
File: SR 1103 - Bridge 95 Revised - Division 14
- ������ ��`�� �:y.������� �:_._�.,.�._.
State of North Carolina I Environmental Quafity
217 West Jones Street � 1601 Mail Service Center I Raleigh. North Carolina 27699 1b01
419 707 8600

Appendix 1- R�C�UEST FOR.CORPS JURISDIGTiDRfAL DEi�RMINATIQN (JA1
ia: Disfrict Name Here
• I am requesting a J� oh properiy [oeated at: Bridge 95 on SR 1103, Anderson Creek Road
(Streef Address) �
Ci#yliownshiplParish: Robbinsville Counfy: Graham Sfaf�: NC
Acreage of F'arceUReview Area for .lb:
Section: n/a Tnwnship; n/a Range; n/a
l.akitude (dee[ma[ degrees): 35.2750 Longifude (decimal degrees): -83.7626
(Far finear proj�cts, p�ease include lhe center poinf v� the propased alignment,}
• Pfease atfach a survey/plat �rta� and vicinity map idenfifying iocation and review area for Ehe Jp.
• I currently own ihis prop�riy. ,_ i plan to purchase this property.
X] at� an agent/consultant acting on behalf of the requestar.
Othef (p(ease eXplain}:
• �teason for request: (checEc as many as appl�cable)
I infend fa constructldevelo� a�ro)ec# or perform aciivlties an fh(s parcel wi�ich waufd be designed to
avoid all aquatic resources, �
[ intend to construct/deve�op a projec# ar perforrr� activi#ies on this parcal which wouid be designed to
avvid all �urisdicfional aquatic resources under Gorps auEhority.
I intend to constr�icildev�fop a project or perform acfivlties on #his parcel which may reguire
authorizatiar� from ihe Corps, and the JD would be used ta avoid and minimize Empacts lo jurisdictional
aquatic resources and as an init�al ste� in a future permifting proeess,
X 1 in�end to corrstructldevelop a project or parforrrt activities on this �arcel which may require auihorization from
the Corps; fhis request is accorr►�anied by my perrr�it application and Ehe JD is fo be used in the permit#ing pracess.
I�r�tend to constructldevelap a praject vr �erform ac#ivities in a navigable water of the U.S. which is
inc9uded oi� ihe district Section '10 IEsf and/ar is suhject fa the ebb and flow of fhe tide.
A Carps JD is req�lred in order fa obtaln my localisiafe a�thorization.
I intend to contest jurisdiction over a particular aquafie resource ar�d request the Corps eonfirm that
jurisdiciion doesldoes not exist over fhe aquatic resource on the pareel.
I believe thak lhe site may be cam�rised eniir�[y of dry 1and.
Ofher;
� Type of determiriation �eing requested:
I am requesHng an approved JD.
� I am requesting a prel[minary J�.
I am requesting a"no permit required° lefter as I believe my prvPosed activ[ty is not �egulated,
_ I am cmefear as to which J� I would like to request and require additianal information to inform my decisian.
By signing beEow, you are indicating that you have fhe auEhorlty, or are acting as f�e d�Ely authorized agent of a
person or entity wlth such aufhori#y, ta and do hereby grant Corps psrsonnel righk af entry fo [egally access the
sI#e if needed to perform fhe JD, Your slgnature shal[ be an affirmailon lhat you possess the req��isiie praperty
righfs fo request a �f�s��aubject praperfy.
�/6/zOv
� �� Date:
�`S �g n �tl� {�e: 8B673FBE42E5415..
• Ty�ed or �rinfed name: Dave McHen
Company name: NCDOT, Division 14
Address: 253 Webster Road
Sylva, NC 28779
i�ayfirne phone no.: 828/586-2141
Emaii add�ess; . d mchen ncdot. ov
`AUEhor[tlas; Rlvers a�ci Harbors Acl, Seclfon 10, 33 USC A03; Clean Water Act, Seci[an 404, 33 USC 1344; RrEar€ne Protectbn, Research, and Sancivades Aci,
SeCtlon 103, 33 USG 1qi3; Regufatory Program oF iho U.S. Rrmy Corps of Engl�eers; Fina4 Rule for 33 CFR f'arls 320-332.
Prfncipai Purpose: The Informa€lon ihat you provide �rllf be used fn evaluating your request io deiermina whefher lhera are any a�ualic resources wlthln ihe prajecl
_ _ . _._area subJect fo federal ju�€sdlcUon under lhe regulaiory_aulhoriqas raferanced above, ,,._ _ _ , _ . ,_-_ _ __— __--.. ._ .___
---- — _ . - -- --_
RoufEne Uses: Thls InformaUort may be shared wifh ihe Deparfmant of Jusllce and olher Federal, slata, and Ioca[ government aqencles, and the pubf]c, and may ba
made available as part of a publlc noBce as requlred by federal Eaw. Your name a�d properiy IocaVon where federal jurisdleUon Is lo be delermined wlll ba €nctuded in
lhs approved Jurlsdictlonal deEerminallon (AJ�}, �vhlch will be made avaliabla to ihe public on 1he [lisiricl's wabsIte and on ihe Headquarfers USAGE website.
ptsclosnre: Suhmisslon oi reques�ed Informalion Is �ofunlary; hawsver, Ii fnfor�naUon Is nut provkfed, ihe request for an RJD cannoi he avalualed nor can an AJp be
Issued.

Appendix Z � �RELIMINARY.]URIS�ICT�ONAI� D�T�RMINATION (�'JDj FORM
BACKGROUN� INFORMATION
A. REPORT COMPL�TION DATE FOR PJD. July 5, 2017
NCDOT, Dave McHenry
B. NAM� AND ADDRESS OF PERSON REQIJES�ING PJD: 253 Webster Road
Sylva, NC 28779
C, DfSiRICT OFF[CE, F1L.� NAM�, AND NlJMBER:
�. PROJECT I.00A�'ION(S) AN� BACKGROiJND INF�RMATIDN:
(US� TH� TABL� B�L�W TO DOCUMEt�T MULT[PLE AQUATIC RESOURCES ANDIOR
AQUATiC RESOURC�S AT DIFFERENT SITES}
State: N� Courttylparis�lboroug�: Graham City; Robbinsville
Cent�r cnorc#inates af site (la�/[ong in degree decimal farmat):
L.ai.: xx.xxx° Long.: yy,yyy° 35.2750, -83.7626
Universal Transverse Mercatpr:
248721.8, 3907040.2, Zone 17
Nam� af r�earest waterbody; Anderson Creek
E. REVIEW PERFORM�D FOR S[T� �VALUAiION �CHECK ALL THAT APPLY}:
0 Office (pesk) Determination. Date: 7/5/2017
❑ �ie[d Determinatio�. Date(s):
TAB�,� O� AQUAiIC RESOURCES 1N REVIEW AREA WHICH ;tMAY ��" SLJBJ�CT T� REGl1LATORY
JURISD1C710N.
Site Latitude l»ongitude �sfimated amount Type of aquatic Geogra�hic aufhority
tiumber (decimal (deci�naE of aquat[c resource resource (i.e., wefland to w�ich the aquatEc
degrees) degrees) in re�iew area �s, nan-wefland resnurce "may be"
(acreac�e and littear watersy subject (i.e., Seation
feet, if appficable) �344 or Secffan �101404)
� 35.2750 -83.7626 250 non-wetland 404

'[) The Cor�s of Engineers believes fhat fhere may be jurisdictianaE a�uatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to requesf and obtai� an approved JD (AJD} for thaf review area base� on an
informed decision after havm� disc�ssed the various ty�es of JDs and fheir
characteristics and circumstances when they may be appropria#e.
2) fn any circur�stance wi�ere a permit appiicant obkains an individual perrnit, or a
Nationwide General Permit (NWP) or ather general permit verif�cation requi�ing "pre-
construc#ion notifioation" (�'CN), or requ�sts verification for a non-repo�ting NWP ar
other general permif, and #he permik a�plican# has nat requested an AJD for the
activify, the permit ap�licant is hereby made aware that: {1) the permit applicanf �as
efected to seek a permit authorizaiion based o� a PJD, wi�ich does nat make an
o�ficial determi�aiian of jurEsdictional aqua#ic resourees; (2) the a�plicant has fhe
opfian to request an AJ� ��for� acc�ptin� the terms and conditions of f�� permit
aufhorizatior�, and t�at �asing a perrnit authorizaiion on an A.lD coufd �ossibly resuft
in less compensatory mitigaiian bei�g required or different sp�cial conditions; {�) fhe
applicant has the rig�t to req�aest an in�ividiial permit rather fhan accepting the terms
and conditions of the NWP or ofher ger�eral permif aufhorization; (4} the applicant can
accept a parrnit.authorization and thereby agree to comply with afl ihe terms and
conditions of that permit, including whatever mifigatian requirements t�e Cor�s has
� deiermir�ed to ba �ecessary; (5} under�aKing any acfivity in reliance upon fhe sUbject
pert�it aufhorization without requesfing an AJ� consfitutes the applicant's acce�tance
oF the �se af fha PJD; (6) accepfing a permit aut�orization (e,g,, s�gning a proffered
individua! permit} or under�aking any activi#y in reliance on any form of Corps pe�mii
authorizatian based on a E�JQ constitutes a�reement fhaf al[ a�uatic resources in fhe
r�vi�w area aff�cfed in any v+lay by t�at acfivify wii! be treated as jurisdictional, and
waives any challenge to such jurisdiction in a�y adrt�inistrative or judicial compliance
or �n�orc�ment action, or in any adminisfrative ap�eal or in any Federa! court, and (7)
whefher th� applicant e[ects to use eifher an A�D ar a PJD, the JD will k�e processed
as soon as practicable. Fur�her, an AJD, a proffered indiv[dual �ermit (and alf terrns
and condii€ons confained therein), or individua! permit deniaf can be a�minisfratively
ap�ealed pursuank ta 33 C.F.R. Pari 331. ff, during an admir�isfrati�e appeal, it
becflmes appropriate to make an offfcial determination whefher g�ographic
jurisdicfion �xisfs over aquatic resources irt the review area, ar to provicfe an official
deiineation of jurisdictionai aquatic resources in the review ar�a, t�e Corps will
provide an AJD to accom�lish ihat result, as soon as is praeticab[e. This PJD finc�s
t�af there "may be" vr�aters of fhe U.S. andfor that ihere "may be" navigable waters of
t�e EJ.S, on the subject rev3ew area, and idantifies all aquaiic features in the review
area thaf could be affected �y #he propose� activity, based on ihe following �
infarmation:

SUPPOR7iNG �ATA. Data re�iewed for pJD �check all that apply}
Checked ifems should be incl�ded in subject f[le. Appropriately referer�ce sources
below where indicafed for all checked items:
[� Maps, plans, �iots or plat su�mitted by or or� be�alf of #he PJD requestor:
Ma�:
� Data sheets pre�arecllsubmiiied by o� on behalf of i�e PJD requestor,
[] �ffice concurs with data sh��tsldelineafinn report.
� Office does not concur with data sheetsldelir�eation report. Rationale:
� Data sheets prepared by the Corps:
� C4rps navi�able wafers' sfudy:
❑ U.S. Geofogical Survey Hydroiogic Atlas:
� USGS NH� data.
� USGS 8 and 12 digit HUC maps.
� U.S. Geologicaf Survey ma�{s}. Clte scale & qua� name: 1:24 K Robbinsville
� N atural Resot�rces Conservation Serviae Soil Surv�y. Citation; _ ,
❑ National wetlands invenkory map(s). Cite r�ame:
� �tatel{veal wetlan� inventory ma�(s):
❑ FEMAIFiRM maps:
❑ 100-year Floodplain �fevation is: .(National Geodetic Ve�tical Datum of 1929)
x❑ Phofographs: x[] A�rial �Name & Dafe);
ar x� �ther (Narrte & Date): Bridge Inspection Report 6/22/2011
❑ Previous determinatfon(s}. File no. and date of ��es�onse leiker:
� 4ther information (please specifyj:
IMPORTANT NOTE; The informafion recorded on this form has not necessarily
beer� �erified bv the Corps and should not be relied upon for later iurisdictional
,,, , ,,.
ciete�minations.
Signafure and date of
Regulafory s#aff memf�er
completi�g PJD
DocuSigned by:
��„�� �� . 7/6/2017
Signatu�e and date of
person request�ng PJD
(�t�QUIR�D, imless obtaining
ihe signat�re is impractica�[e)'
1 Districts may es(ablish tiinefrarnes for requesEor fo reiurn signed PJD forms. ]f fhe requesfor does noi respand
within lhe estab[ished fime frarna, the district may presume cancurrence and na additfonaE follow up is
�ecessary prior to f[nalizing an aelion.

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NCFMP and NCDOT MOA Project Review �
Project TIP: SF-370095 Stream: Anderson Creek, Graham Countv '��� -
�.��-
REWEW COMMfNTS:
All previous review comments have been addressed: Final comments were resolved during a
_.,;.
meeting with NCDOT, AMEG, WSP, and NCFMP on Friday, May 13, 2016 and subsequent
review.
NCDOT should confirm that there are no structures impacted and follow the guidance provided
in the 1982 Federal Highway Administration (FHWA) Memorandum of Understanding with the
Federal Emergency Management Agency entitled "Procedures for Coordinating Highway
Encroachments on Floodplains within the Federal Emergency Management Agency (FEMA)",
and the September 1992 FHWA NS 23 CFR Part 650A, Transmittal 5.
The final modeling does not reflect the constriction occurring at stream station 1002. At this
location, the weir flow across the road is constricted between two knolls. Final LOMR modeling
to establish flood levels should account for this constriction in the weir flow in order to more
accurately derive the base flood elevation.
FINAL DETERMINATION:
SF-370095 is recommended for approval as an MOA Type 2B.
Joh�i D. Brubaker, PE, CFM
NFIP Engineer
Page 1 of 1
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