20170281 Ver 1_NCDOT_Macon Bridge 310_Nationwide 3 Application_20170313

Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name Bridge 310 on SR 1635 (Middle Creek Road)
2. Name of Property Owner/Applicant: NC Depaz-tment of Transportation
3. Name of ConsultanUAgent: N/A
•Agent authorization needs to be attached.
4. Related/Previous Action ID numbex(s): N/A
5. Site
6. Subdivision
7. City: Franklin
$. County: Macon
9. Lat: 35.040387 ° N Long; -83357191 ° W (Approx. Project Center)
10. Quadrangle Name: Scaly Mtn.
11. Waterway: Sma��t Branch (Cl
12. Watershed: Little Tennessee River (06010202)
13. Requested Action:
X Nationwide Permit # 3
General Permit #
Jurisdictional Determination Request
Pre-Application Request
The following information will be completed by Corps office:
AID:
Prepare File Folder Assign number in ORM Begin Date
Authorization: Section 10 Section 404
Project Description/ Nature of Activity! Project Putpose:
Site/Waters Name:
Keywords:

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATTON
ROY COOPER
GOVCRi�OR
March 1 l. 2017
Ms. Lori Beckwith, NCDOT Regulatay Project Manager
U. S, Army Coips of Engineers
I S l Patton Ave��ue, Room 208
Asheville, NC 28801-2714
JA�4BS H. TROGDON, III
SECRETARY
Subject: Nationtvide 3 Permit Application
Replace Bridge No. 310 on SR 1635 (Middle Creek Road) over Smart Branch
Macon Cotmty
State Project No. 17BP.14.R.1U9
(DWQ Minor Permit Fee $240.00)
Dear Ms. Beckwith:
The North Carolina Depa�tment of Transpo�tation (NCDOT) is proposing to replace bridge no.
310 over Sma��t Brancl� in Macon County. Tlie esistu�g structure is in very poor condition and
needs to be replaced soon witli a 40'L cored slab bridge on the same location. A temporary
detow• consisting of a culvert downstream of the bridge will be used to handle traffic on this
dead-end road during construction.
Enclosed are a PCN application, preliminaryjurisdiction form, marked-up plan sheets showing
tlie proposed work and impact sites, a USGS quad map, photographs, and other peirtinent project
information to assist in your consideration of this request.
The U.S. Fish and Wildlife Se�vice and North Carolina Natural Heritage Program databases �vere
cliecked for records of threatened and endangered species in Macon County. Carolina northern
flying squirrel (Glnucomys sabrinus co(ornhrs), spotfin chub (Erimonn.r mo�rnchus), Appalachian
elktoe (Alnsntidonln raver�eliann), littlewu�g pearlymussel (Pegins fnbidn), small wliorled
pogonia (Isoh�in medeo/oicles), Virginia spiraea (Spiraea niiginia�rn), rock gnome lichen
(Gym��odernu� linern•e), and northern long-eared bat (Nlyolis se�tenh�ionnlis, NLEB) are listed as
eitl�er tiveatened or endangered and are known fi•om current records. Gray bat (Myolis
grisescens) and Lidiaua bat (Myotis soclnlis) are Iisted species that are likely to occur in Macon
Coimty.
Appalachian elktoe, littlewi�g pearlymussel, and spotfm c(mb only occw� in Macon County in the
Little Tennessee River and a few of its tributaries downstream Lake Emory in Franklin. Smart
hlnilingAAdress: Trfepl�a�e: (82S)586-2141 Locnfiar
NCDEPAIYITIEN'1'O�'I'RANSPORTATION Fnr:(828)i86-0bJ3 NCDEPARTAIENTOFTRe\NSPORTATION
Division 14 O�sfoiNerSen�icr: I-877-368-d968 Division 14
253 Nebsrer Road 253 Webstrr Road
SyWn,NorthCamlina28779 {�ebsile:�u���v,ncdoLeov Sylva,NorthCarolina2S779

Macon 310 Replacement Page 2 March 11, 2017
Branch is too small and cold for mussels and this bridge is many miles upstream of Lake Emory.
Therefore, the project will ��ot affect these species.
Virgnia spiraea occurs along the Little Tennessee River upstream of Lake Emory and has been
found along a small tributary to the river far below the dam. Ho�vever, there are no scoured
banks or gravel bars at the bridge that could suppoit this plant. And, the plant �vas not seen
during visits to tlie bridge site.
Gray bats usually roost in caves or i��/on structures year-round while Indiana bats and NLEB only
winter in caves or mines with stable, but not freezing, cold temperatures. During warm seasons
Indiana bats and NLEB usually roost on/in structures, under tlie shaggy bark of live trees sucli as
white oaks, sycama•es, and hickories, or in cavities or under the loose peeling bark of dead trees.
This project will not require blasting, but will require the removal of approximately 24 trees and
demolition of an old timber bridge, silo, and woodshed. The structw•es were surveyed for bats
and evidence of bat roosting and none were evident absence of bats will be confirmed prior to
demolition. The bridge is not situated in a"red HUC" �vhere known NLEB maternity roosts
and/or hibernacula are a concern and it is several miles south of the nearest "red HUC". To
p�rotect Indiana bats, the obstructing trees will be removed from October 15 to April 15 (�vinter
clearu�g). With the clearing restriction, we recommend a"may affect, not likely to adversely
affecY' determination for Indiana bat due to the minor loss of forested habitat.
Small �vhorled pagonia most often occurs in open, diy, deciduous �voods with acid soil, though
habitats can include slopes along streams and mesic forest with white pine and rhododendron.
Land use and cover adjacent to the bridge consists of a maintained yard, barnyard, road shoulders,
wooded hill slopes and creek bank. The wooded hill slope southeast of the bridge is densely
vegetated and poorly suited for small �vhorled pagonia. And, this area should not be distw�bed for
construction. There is a wooded area witli opei� understory southwest of the bridge that will be
impacted, but the tree stand here is not mature and no small whorled pagonia were observed
anywhere near the bridge during field visits. There are no records for this plant within mauy
miles of the pcoject areas as well.
The Carolina northern flying squirrel and rock gnome lichen are found in spruce-fir forests and
otlier isolated high elevation locations in �vestern Noith Carolina. However, rock gnome lichen
can occasioually be found at lower elevations in deep river gorges with high humidity or on some
vertical rock faces that are periodically wet. Tlie bridge site is umch too low in elevation and
lacks rock faces and otlier habitat conditions required by these species.
The project is small in scale. Erosion and sedimentation control measin�es will be used to
minimize adverse effects of the �vork on aquatic l�abitats, Habitats for listed species appear
lacking at the project site and none of the species luiown fi•om Macon County were observed
during field visits. For these reasons and those discussed above, we rewmmend that a
determination of "no effect" on listed species, with exception to Indiana bats, apply to tliis
project.
This project �vas reviewed by NCDOT's Human Environment Unit in 2014 and it was detenuined
that suiveys were not necessary for historic structures, but surveys were wnducted for
archaeological resources with a final determination of no historic resources presei�t (see attaclied
forms),
NCDOT best management practices will be used to minimize ai�d control sedimentation and
erosion on tliis project.

Macon 310 Replacement Page 3 March 11, 2017
Impacts to Waters of the United States
Smart Branch (DWQ Class: C) is shown on the USGS topographic map as a perennial stream. It
has a well-defined channel approximately 10 feet in width with a substrate of gravel and cobble.
Smart Branch flows to Middle Creek, which then flows to the Little Tennessee River. The river
meets the definition of a Traditional Navigable Water (T'NV�. For tliese reasons, we believe
Sma�t Branch 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 06010202). Specifically, NCDOT is
requesting to replace Bridge No. 310 with cored slab bridge. Listed below is a summa�y of the
proposed impacts:
Net
Site No. Existing Condition Proposed Condition Impacts
(Feet)
� 18.5' L Timber on Steel 40' L x 2T W Cored Slab Bridge 0
Beam Bridge
Impervious Dikes and Temporary
lA Smart Branch Channel 55
Flow Diversions
1� Sma�4 Branch Channel and Rip Rap Abutment Scour 45
Banks/Old Bridge Fill Protection
Impeivious Dikes and Temporary
2 Smart Branch Channel Flow Diversions and Temporary 55
Detour Culveit
Permits Reqnested
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed
with the construction project outliued above. By copy of this letter, I am asking Mrs. Marla
Chambers, Western NCDOT Review Coordinator witli the North Carolina Wildlife Resources
Commission (NCWRC), to comment directly to you concerning the 404 Natiomvide Permit
request.
We also request authorization under Section 401 of the Clean Water Act fi•om the Noi4h Carolina
Department of Environmental Quality (DEQ), Division of Water Resources (DWR). In addition,
1 am asking Mrs. Chambers and Mr. Reid Whitehead, Roadside Environmental Field Operations
Engineer (NCDOT), to comment directly to me concerning this permit request.
Please contact me at [phone] if you have any questions about this application or need
additional information. Your prompt review and consideration of this request will be greatly
appreciated.

Macon 310 Replacement Page 4 March 11, 2017
S' cerely,
� ����-
Dave McHemy
Division 14 Environmental Officer
Enclosw•es
ec: Ms. Amy Chapmai�, Division of Water Resources — DEQ, Raleigh
Ms. Kristi Caipenter, Division of Water Resources — DEQ, Raleigh
Mr. Kevin Barnett, Division of Water Resow•ces — DEQ, Asheville
Ms. Ma��ella Buncick, Biologist, US Fish &Wildlife Service, Asheville
Ms. Marla Chambers, Western NCDOT Review Coordinator, NCWRC, Albemarle
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
1a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 3 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 appiy):
� 401 Water Quality Ceriificatlon — Regular ❑ Non-404 Jurisdictionai General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For ihe record oniy 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 miiigation � 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.
1h. Is the proJect located within a NC DCM Area of Environmental Concem (AEC)? ❑ Yes � No
2. ProJect Information
2a. Name of project: Replace Bridge No. 310 on SR 1835 (Middle Creek Road) over Smart Branch
2b. County: Macon
2c. Nearest municipality / town: Franklin
2d. Subdivision name: N/A.1
2e. NCDOT only, T.I.P. or State 17BP.14.R.109
ProJect No:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportatlon
3b. Deed Book and Paga No. N/A
3c. Responsible Party (for LLC if Dave McHenry, Division 14 Environmental Officer
applicable):
3d. Street address: 253 Webster Rd.
3e. Cily, state, zip: Sylva, NC 28779
3f. Telephone no.: 828-586-2141
3g. Fax no.: &28-586-4043
3h. Email address: dpmchenrvna.ncdot.qov
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version

4. AppUcant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: N/A
4c. Business name N��
(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: hllA
5. AgenNConsultant Information (if appllcable)
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: 35.040387 Longitude: -83.357197
1 c. Property size: N/A acres
2, Surtace Waters
2a. Name of nearest body of water (stream, river, etc.) to Smart Branch
proposed project:
2b. Water Quality Classification of nearest receiving water. C
2c. River basin: Little Tennessee River Basin (HUC 06010202)
3. Project Descrlption
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the iime af this
application:
The site is location of deteriorated timber bridge on a secondary road. Landscape near the bridge consisls of lawn,
barnyard, single family residence, and woodlands.
3b. List the total estimated acreage of all existing wetlands on the property:
NIA
3c. List the total esiimated linear feet of all existing streams (intermittent and perennial) on the property:
200
3d. Explain the purpase of the proposed project:
To replace the deteriorated timber bridge with a 40' L x 27' W cored slab bridge on existing location.
3e. Describe the overall project in detail, inciuding the type of equipment to be used:
Erosion and sedimentation measures wiil be installed. The bridge will be constructed after placing an on-site
detour/cuivert to handle traffic on thia dead-end road. 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 determinaiions by the
Corps or State been requested or obtained for this property I � Yes � No ❑ Unknown
project (including all prior phases) in the pastl
Comments: N/A
4b. If the Corps made the jurisdictional determination, what type � preliminary ❑ Final
of determination was made?
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 atiach documentation.
N/A
5. Pro)ect 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.
Page 3 of 10
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 appiy):
❑ Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then compiete 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) oWQ — non-4o4, other) (acres)
Tem ora T
W1 ❑ 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❑ 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. 3 e. 3f. 3g.
Siream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ — non-4Q4, width (linear
Temporary (T) (IN�? other) (feet) feet)
S1 � P❑ T Bridge Replacement Smart Branch � PER � Corps 10 0
❑ INT � DWQ
S1A ❑ P� T �mpervious Dikes Smart Branch � PER � Corps 10 55
and Flow Diversions ❑ INT � DWQ
S1 B� P � T Rip Rap Smart Branch � PER � Corps 10 45
❑ INT � DWQ
Impervious Dikes � PER � Corps
S2 ❑ P� T and Fiow Diversions Smart Branch � INT � DWQ 10 55
Detour Culvert
S3 ❑ P 0 T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S4 ❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total Permanent Stream Impacts for Bridge 0'
Total Temporary Stream Impatts far Impervious Dikes and Flow Dlversions and detour culvert 110'
Total Permanent Stream Impacts for Rfp Rap eank Stabilization 45'
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 (feat) 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 NIA
P2
5f. Total NIA N!A N/A N/A N/A N/A NIA
5g. Comme�ts: 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 consiruction: 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 impacls
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 Siream name mitigalion (square feet) (square feet)
Tem ora im act re uired?
B1 ❑ P � T NiA 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 bridge was designed to meet the hydraulic needs and roadway constraints of the site. This bridge will not impede or
impair aquatic life passage.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts lhrough construction techniques.
All instream work will be pertormed in dry work areas using impervious dikes and diversions (as needed) to divert water
around the project sites during temporary detour construction and bridge abutment removal. Appropriate BMPs
according to the approved erosion and sedimentation control plan will be installed on the project prior to the bridge work.
2. Compensatory Mftigation 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 requlred by (check all that apply): ❑ DWQ ❑Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project7 ❑ Payment to in-lieu fee program
❑ Permiitee Respo�sible Mitigation
3. Complete if Using a Mltigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (altach receipt and letter) Type N/A Quantity NIA
3c. Comments:
4. Complete if Making a Payment to In-Iieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: NIA linear feet
4c. If using stream mitigation, stream temperaiure: ❑ warm ❑ cool ❑ cold
4d. Buffer mitigation requested (DWQ oniy): N/A square feet
4e. Riparian wetland mitigaiion 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 mitigatlon plan, provide a description of the proposed mitigation plan.
N/A
Page 6 of 10
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 mitigaiion. Calculate the
amount of mitigation requtred.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Requlred 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 iype 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
1a. 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 pian included? If no, explain why.
Comments: N/A ❑ Yes ❑ No
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 projeci 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.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Siormwater 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
altached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater managemeni programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached7 ❑ 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
Page 8 of 10
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Envlronmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of pubiic (federaVstatellocal) funds or the � Yes ❑ No
use of public (federal/state) land?
1b. 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
(NoRh 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), Isotated
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 reasonabiy anticipated future impacts) result in � Yes � No
additional development, which could impact nearby downstream water quality7
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 rural secondary road. The bridge is being replaced to standard load Iimits and width to improve safety for ihe
traveling public. The bridge 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 wastewate� generated from
the proposad project, or available capacity of the subject facility.
N/A
6. Endangered Species and Designated Critical Habltat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No
habitat?
5b. Have you checked wiih the USFWS concerning Endangered Species Act � Yes copied applic. ❑ 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 scoping process.
Page 9 of 10

6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essentiai fish habitat9 ❑ 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 Prehistorlc Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or iribal
govemments have designated as having historic or cultural preservation � Yes � No
status (e.g., National Historic Trust designation or properties significant in
NoAh Carolina history and archaeology)7
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 in 2014 for poteniial effects on historic architecture and
archaeology. No surveys were required for architecture and a survey was conducted for archaeology wilh a finding of no
resources presenVaffected (see attached forms).
8. Flood Zone Designatlon (Corps Requirement)
8a. Will this project occur In a FEMA-designated 100-year floodplain7 ❑Yes � No
8b. If yes, explaln how project meeis FEMA requirements: .
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program and NCDOT
Hydraulics Unit.
/� Dave McHemy /�� /
Division 14 Environmental Officer C /�v � �–.//.�
ApplicanUAgenPs Sigy ure Date
AppliCanUAgenPS Pflnted NamB (AgenPs signature is valid only if an auth6 ization letter fwm the
applicant is provided.)
Page 10 of 10

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):3-ii-zon
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
NC DepaAmenl of Trensporlation, Dave McHenry, Division 14 Environmen�al Officer
253 Webster Road, Syiva, NC 28779
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Replace bridge 310 on SR 1635 (Middle Creek Road) in Macon Counly
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: Ma�� Clfy: Franklin
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.040387 °N; LOflg. -83.357191 °VV,
Universal Transverse Mercator: Zaa98�.3, aeaoos2.� zo�e n
Name of nearest waterbody: sma� e�ao�n
Identify (estimate) amount of waters in the review area:
Non-wetland waters:
zoo linear feet: �o width (ft) and/or acres.
Cowardin Class: Raus�
Stream Flow:
Wetlands: Na acres.
Cowardin Class: ��a
Name of any water bodies on the site that have been identified as Section 10
waters:
Tldal: n�a
Non-Tidal: �a
1

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
� Office (Desk) Determination. Date: 3-ii-zon
� Field Determination. Date(s): 2-i8-Zo�4
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
applicant/consultant: Ncoor
❑ Data sheets prepared/submitted by or on behalf of the
app�nt/consultant.
Office concurs with data sheets/delineation report.
Office does not concur with data sheetsldelineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters'
❑ 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: �:z4ks�iyM��.
❑ USDA Natural Resources Conservation Service Soil Survey.
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM
� 100-year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
�✓ Photographs: �✓ Aerial (Name & Date): or
Q Other (Name & Date): �1-2�-zoi2
� Previous determination(s). File no. and date of response letter:
� Other information (please
2

1. The Corps of Engineers believes that there may be jurisdictional waters of the
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:
later iurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
s.,..� !�� s� �—i/—/�-
Signature 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 35.040387 -83.357191 R3UB1 200 linear feet Non Section 10
— non-wetland

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Project No:
WBS No.:
Aid No:
Projnl Tin�ki��g Na (L+trnm! Unf
14-02-0016
HISTORIC ARCHITCCTURE AND LANDSCAPCS
NO SURVEY REQUIRED FORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
N/A
17BP.14.R.
INFORMATION
County: Maco
Document MCC
State
Federn! Yes ❑ No I Permlt I NWP 14,
Per�nrt(s) • TJ'PQ(S) �
Pralect Descrintlo�t: Replace Bridge No. 310 over Smat�t Branch on SR 16:
Road).
OF HISTORIC
AND
1 Cert, TVA
(Middle Creek
P�S RCVIEW
Review of HPO quad maps, HPO GIS infonnation, 6istoric designations roster, aud indexes wes
undertaken on February 18, 2014. Based on this review, there era no existing NR, SL, LD, DE, or SS
properties in the Area of Potential Effects, which is 300' from each end of the bridge and 75' from the
centerline eacl� way. Dii�ectly east of the bridge is a one-story frnme liouse (2540 Middle Creek Road).
The honse, built 1959, is unremarkable and not eligible for National Register listing. West of the bridge
ere lwo fiame barns and e deteriorating silo, possibly linked ro the house across the sG•eel or to an earlier
ho�ise on the property located at the site of the I959 house. The barns are unremnrkable as individual
sG�uchn•es, a�id as there is no distiuct farmstead, nor as part of a complex. A house loceted south of the
bridge is w�der fifty years of age and is not eligible. Bridge No. 3 f0, a timber bridge conshucted in 1950,
is not eligible for National Register listing. There are no National Register listed or eligible prope�ties
within the APE and no survey is required if design plans change additional review will be requireA.
Whv the nvnTlnble iufor»mtloe provldes « rellable bnsls for rensonnb/v vre�!lcllna lhnt tltere
nre no rrnide�dire�l siE�rircmtt ltlstorlc nrckilectarnl or lmidscnue resottrces in Nte uroiect
nren:
HPO quad maps and GIS inPormation recording NR, SL, LD, DG, and SS propeities for the Macon
County survey, Macon County GIS/Tax information, and Google Maps are considered valid for the
purposes of determining the likelihood of historic resources being presenL There are no National Register
listed or eli�ible properties within the APE and no survey is required.
/lii/mtc An•Ailrelurr mull.nmhrnyes NO SURVh.'Y RIiQUIW:'U/am�JwAfinor7Ynruparmilon Yrofern m Q�nl�edfn ihe7007 PioRn��+�����cAgrcemov.
Page 1 of 4

SUPPORT DOCUMGNI'ATION
�Map(s) ❑Previous Swvcy Info. ❑Photos ❑Correspoudence ❑Design Plnns
TINllING BY NCDOT ARCHIT�CTURAL HISTORiAN
I Iistoric Architecture and Landsc�pes -- NO SURVEY REQUIRGD
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IIPO CIS.
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�kl(;C �b ()� ��

Pro/e�17YaoFing No.:
14-02-0016
NO NATIONAL REGISTER OF HISTORIC PLACES
a��� �LIGIBLE OR LISTED ARCHAEOLOGICAL SITES ,�,Ft�R
,�r �'� PRESENT OR AFFECTED FORM i� ;��1��0
��;?� This form only perteins to ARCHAEOL061CAL RCSOURCGS for this proJecl. It is not �'\ .. ,�
valid for Historic Archi�ecture and Landscapes. You must consull separately wilh Ihe �S�
Historic Architecture end Landscepes Group.
PROJGCT INFORMATION
ProJect No: Bridge 310
WBS No: 17BP.14.R.109
Caunty:
Dxument:
Macon
MCS
/'.A. No: nle /'unding.• � State ❑ Pederal
FederalPermitReq:dred? � Yes ❑ No Perini(Type.� IVWPI4TVA-401Cer[
P�roject Descripliai: This project is an intensive archaeological survey and evaluation for replacement
ofBridge No. 3l0 on SR1635 (Middle Creek Rd) over Smart Branch (Project No. BriAge 310; WBS No.
17BP.14.R.109; PA No. 14-02-001 G) in Macon Counry. As defined by the NCDOT, the survey
corridor (Area of Potential Effects [APE]) for archaeology is defined as a 619-foot (188.72 m) long
corridor mm�ing 300 feet (91.44 m) nodldnoMheast and 300 feet (91.44 m) southwest along Middle Creek
Road (SRI635) from each end of Bridge No. 310. The corridor is approximately I50 Feet (45.72 m) wide
extending 75 feet (22.86 m) on each side of SR1635 from its present center.
SUMMARY OF ARCHAEOLOGICAL FINDINGS
Tl�e Nor1G Cnrollan Depnrtmenf of Trn�isporfntlon (NCDOT) Arc/meo/ap,y Group reviewerl
tde srrbJec[ proJect nnrl rlelerminerJ:
� There are no National Register listed ARCHAEOLOGICAL SITES within the project's
area of potential effects.
❑ No subsurface archaeological investigations are required for this project.
❑ Subsurface investigations did not reveal the presence of any arohaeological resources.
� Subsurfaee investigations did not reveal the presence of any archaeological resources
considered eligible for the National Register.
❑ All identified archaeological sites located within the APE have been considered and all
compliance for archaeological resources with Section 106 of the National Historic
Preservation Act and GS 121-12(a) has been completed for ►his project.
� There are no National Register Ellgible or Listed ARCNAEOLOGICAL SITES present
or affected by this project. (Atlach nny notes or documenls ns needec�
"NO NAT/ONAL REGISTF,'fl L•'L/C/OLEOR L15T/iD ARCNAEOLIX:lCAL SITBSPWiStiNTOAAP
Jo�m/a�Allrpr ProvpoiMtlon Piu/ertr mQm/fedm 1/¢ ]00]YroB�nmkAgrcram�.
1of12

ProJe<t 7inCk/ngNo.:
14-02-0016
Briefdescdplloii ojrevlerv nc(!vllles, resrdts ofrevleiv, nnd carclustwis:
An archaeological survey and evaluation for replacetnent of Bridge No. 310 on SRI G35 (Middle Creek
Road) over Smart Branch in Macon County was conducted on April l0 and 16, 2014, by Tasha
Henyshek, Michael Nelson and John Kesler of TRC Environmental Carporation (TRC). During the
course of the survey, one historic archaeological site (31MA773) was located within the project APE. A
previously recorded prehistoric site (31MA I I S) is mapped wiihin or adjacent to the northwestern portion
of the project nrea. However, no prehistoric artifncts were discovered during the current project. Historic
material was all recovered from what appeared to be disturbed soils. 3IMA773 is recommended not
eligible for fhe NRHP, and no fiirther archaeological investigations are needed for this project relatecl ro
that resource. Il is possible that intact soils exist within the northem pazt of ihe APE uuderneath ihe
disturbed deposits. Due to the rocky nature of the solls encountered, that possibility wuld not be
explored. Avoidance is recommendecl for the area north of the extant silo within the APE and west of
SRI635 in the area that 31MAI 15 is mapped. If plans for the bridge replacement impact ihe northwestern
portion of the APE in this area, it is recommended that heavy equipment be used to test imderneath the
disturbed soils and ensure ihat 31MA1 IS does not extend into the area,
SUPPORT DOCUM�NTATION
See attached: � Map(s) � Previous Survey Info
Other: Cuitural Review
Signed:
� Photos ❑Correspondence
"NO NATIONA7. F5GlSIfiR EL/O101.! OR LlSf6D ABClIAF.Ol.OGIGL SITESPM.S6NTORAFFECTED
rarrn forAlDxN 1YnNyarlallmt ProJrrb m Quollfled/n IIK700]➢iogmrw�alltAgremwnl.
2 0l �2

Prole</7Yn�kGigNo.:
14-02-0016
SUMMARY 0[+CULTURAL RESOORCES REVIEW
/irtejdescrip�rm+ njrevte�v activi�ies, residls ojrevie�v, �nd conchrslwis:
T2C has conducted an intensive arcl�aeological survey and evaluation for the replecemenl of IIridge No. 310 on
SR1635 (Middle Crcek Rd) over Smart Dranch in Macon County, Norlh Carolinn.(�igures 1 and 2). As defined by
the NCDOT, Ihe survcy wrridor (Area of Potentiel Gffects [APE]) fm archaeology is de0ned as a GI9-foot (186.72
m) long wrridor running 300 teet (91.44 m) notlh/noriheast and 300 feet (91.44 m) saulhwesl along Middle Creek
Road (SR1635) frmn each end of �ridge No. 310. The wrridor is upproximately I50 Ceet (45.72 m) wide extending
75 feet (22.8G m) on each side of SRI G35 from its present cenler.
Beckgroimd
A map review end site files searcli was conducled by Tnsha �enyshek of TRC at the Office of State Archaeology
Western Drnnch (OSA) on April 16, 2014, which supplemented a previous NCDOT review.7'hese reviews
identified one archaeologicul sile (31MAI I S) localed within or adjacent to the norlhwestern quadrant of the AP&
(sce rigure 1). One olher silc is locnted within a mile of Ihe project area (31 MA116). Bo�h sites were recorded in the
1960s durfng IJNGChapel Hill's Cherokee Archaeologicnl Project Bolh were found in plowed(planted fields and
ere descri6ed as prehistoric sites Ihat contain sherds, proJectile points, and debitage. The site form Indicates
91 MA I IS has Archeic end Woodland temporal nffiliations; ahifocts from that site Include 63 sherds, 29 flekes, and
I 1 pp/ks. Ceramics are noted to have been loceled on the cresl of a spur, whlle lilhics had u wider dislribullon. The
site is mapped norlheast of MldAle Crcek and wesl of Smorl Dranch ond is shown to ex�cnd nlong SRIG35 (Middle
Creek Road) in close proximity ro the project APG. It {s di(ficult to plot the extent of 31MA1 I5, as the sketch mqp
for ihe site is nol to scale. A single reporl refers b 31 MA 1 I5, along wilh mnny other siles within and nenr NFSNC
land (W ilson 1978). That report does no� contain any furiher informatlon tlian provided on the site form. No
evidence of ihis sile was enwuncered within Ihe Dridge No. 310 APG.
Topographic maps, United Slales Deperlmenl of Agricullure (USDA) soil survey mnps, and hlstoric maps were
exemined for informetion on nntural or culturel variables ihat might hnve affecled sile localiqns. 7'he eerliest USGS
ropog��phic map available of the area is the 1897 Cowee (1:125,000) mep, whicB depicls end lebels Middle Creek.
A rond is shown paralleling Middle Creek, in lhe approximnte locntion of Middle Creek Road. A small unnamed
creek is shown in ihe Smnrt Branch vicinity (USaS 1897). Directly relevanl to the curreni survey results, a slmeture
is depicted on ihe norlh side of Ihe creek nnd east of Ihe road (Pigure 3). Thissiructure fs in ihe vicinity of an
exisUng, relntively modern residence adjacent ro the uonheastem quedrent of the proJect APE. The next three
versions (USGS 1907, 192I, 1943) of the Cowee quadrangle map show the same Middle Creek, Middle Creek
Road, nnd Smart 6ranch configuralions (nithough mily Mfddle Creek Is labeled) with a stmclure shown
approximntely in the same aren.
The 1935 Scaly quadrungle map depicis Smarl 6ranch end Middle Creek, as well es an unlabeled road in the
viciuiry of Middle Creek Road. A slruclure is shown in ihe seme approximatc location as on �he Co�vee quadmngle
mnps (USGS 1935). A stnm�ure is also shown in this locelion on leter versions of ihe Scaly (USOS 194G; 1947) and
�he Scniy Mauntain qundmngie maps (USGS 1946). The 1967 Scaly Mountein quadrangle shavs the current creek
ond roed configuralion, es well as lwo slruclures norlheasl of Ihe road end creek (nlersec�ion. This mup elso depicis
ihc extant silo and e slmclure thet likely corcesponds with the exisdng bern, �roAhwesl of the roed and creek (�igure
4). The map also depicis two wago�eep trails nl ihe northern end of the pro}ect nren (USGS 1967). The I979 Scaly
Mountaln quedrangle shows ihree stmclures nor�heust of ihe Smorl Brm�ch and Middle Crcek Road intersectlon, as
well as a struc�ure fn ihe norlhwesl corney which likely corresponds with the extant bam; e wegonfjeep Ireil fs
shown running norlheasl from ihe corner of the current project eree, norlh of Ihe structures (USGS I979).
Olher mups of lhe aren examined include the 1933 Macon County Soil Mnp which depicts what appears ro be Smurt
�rench (as an unnamed dreinege) along Middle Creek Road and a siruclure norlheasl of Ihe road and creek
hitersection (USDA 1933). This siructure likely wrresponds wilh lhe struclure(s) depicted on Ihe USGS quadrangle
maps. The I 938 Mncon County Roud Map shows Middle Creek with a few slmclures, but no real detail of ihc
project vieintly (Nodh Cerolina State Highway end Public Works Commission [NCSNPWCJ 1938). The 1953
Macon Connty 2oad Map shows less detni 1 thnn the 1938 version withjust Middle Creek depicted h� Ihe arca
(NCSHP WC 1953). The 19G7 and later versions of ihe Macon County Road Mep con�ain even Iess detail with just
Middle Creek shown nnd ihe hard surface or gravel section of Middle Creek Road which eppears to end norlh of
'RO NATlONAL FL•'G1Sf/iR t.2(GIBLfiOR AISTt.'D ARCflAHOLOWCAL S1TbSPFKSk'M'ORAFf5CT5D
form/orAllnorTmmparlmlai ProJr<R m Quolf/ird/n Ou 1007 Prngiuwimlk Agra�wm/
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PmftN7intAingNa.:
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Ihc current project arca (Norlh Carolina State I lighwey Commission �NCSIIC] 1969; 1972; 1980).
On•line soils dala indicale lhat there are four soil lypes presenl within the APG. The majority of Ihe APE is
comprised of Sawiook loam (ScC), 8-I S°h slopes. These soils are mapped across the cenlral section, and most of
Ihe southweslern mid northeastem quadrunis of the project APG A small erca at Ihe nor[hern end of the APE is
mapped as Saunook loam, 2-S% slopes, while small areas of Evnrd•Cowee (CvD), IS-30%slopes and Gvard-
Cowee (EvE), 30-50% slopes are contained wilhin the southern end and Ihe east•centrel edge of APG. Oolh the
Saunook loams are described as well drained soils found along coves, fans, and dreinages on moumain toe slopes.
The Gvard-Cowee complex soils nre rocky, welldrained soils found on side slopes (NRCS 2014).
�ieldwork
The archneological field survey included a systematic walkover of fhe APE to search for above•ground featnres and
any other evidence of an aichaeological site, nlong wilh tl�e excavation of20 shovel tes�s in areas Incking standing
wuter, weqand soils, steep slope, or signs of severe disturbanca The shovcl lests measured 30 em in diameter and
were excnvated lo at Icas� 75 cm belav surface (cmbs), imless cobbles wcre encountercd xt shallower deplhs (as wns
Ihe case in mos� STs); all soiis from shovel tests that were not obvious fill �vere dry-screened through %,-inch mesh.
One shovel test (ST G) w�s exc�vated in tiic southenstern qundrnnt of Ihe APL�, which is moderatety to steeply
sloped (�igurc 5). �our shovel tes�s (ST7, 1 I-13) were excavatcd in ihe lightly wooded arce in Ihe soulhwestern
corner of the APG (I%igure G). These shovel tesis contained deep gravelly soils consisling of dark brmvn loem atop
sh�ong brown clay lonm to 75-90 cm below surface. No arlifac�s or otlier indication of an erchneologicnl site were
found soulh of Smaii Dranch.
One nrchaeological resource (31MA773) wns found within Ihe norlhem por�ion ofthe project area (see �igure 2). A
small shed nnd a silo nre contained within Ihe northwestern portion of ihe APE; a large bam is located to ihe west
Just outside otthc APE (Figure 7). The extanl house is locaced just easl ofthe project eren. The newly recorded sile
is localed in the front yard of Ihis residence and along the edge of an open pasture in the area of ihe cxtant silo und
barn. Hisloric mnterial was rewvered from what appeered to be fill or redepoaited solls, Site 31MA773 Is locuted
nenr an nrea previously mnpped es sile 3I MAI I5, which wes described as containing Archaic and Woodland
artifacls (see 1'igure 1). No prehistoric maceriel wns found in uny of lhe shovel iests during the current projecL There
wns a lack of surface visibility within end surronnding ihe APE, wliich prohiblted any elTorl ro Iry and relocate
31MAI I S outside of Ihe project areu.
�ive shovel tesis (57' 1-5) were cxcnvu�ed along Ihe edge of the open pas�ure in the nodhweslem quadrant of lhe
APG Three of these shovel tesls (ST 2-3, 5) conlained a low density of hisloric artifacts from what nppenred ro be
nmlliple Iflyers of fill or displaccd soils. 7'hree additional shovel tests (ST 14-IG) wcre cxcevated wesl of thc
positive shovel tcsis in the field, almig thc western cdge of Ihe APE; none conlained aAifncis. The site extends
across Middlc Creek Road inlo ihe northeastem quadrent of the APE (Figure 8), where an additional seven shovel
tests (ST8-10, 17-20) were excavated. Pive of these shovel lesls (ST8-9, I 5-20) contained historic mxterial nlso
derived Gom disWrbed contexls.
'1'he 48 historic itents recovered from Ihe site hiclude 10 pieces of whiteware, five pieces of porcelain, �hree pieces
of alkulinc glazed stm�ewarc, and onc carthenware hnndle thet mey be lead glazed, elght nails (five wire and three
square), eight unidentified metal fregments (these may include lsvo heavily corroded npil fragments), pvo pieces of
windo�v glass, five clear and thrce aque contniner glass fragments, one wmplele boltle (wilh n plaslic screw-on cap),
mie 4osted conlaincr ginss Gagment, and one unidenlified Inrgc mammal bonc fregment (Appendix 1).
All lhe artifacls collected Gom site 31MA773 were derived from varying soils, up to 62 em below ground surface.
Historic maps (including ihc 1897, 1907, 1921, and 1943 USGS Cowee quadrengles, the 1933 11SDA soil map, lhe
1935, 194G, 1947 USGS Scaly quadrangle and the 194G Scaty Mountnin quadrangle) depict a slrucWre in the
norilieast comer of lhe Smert Drench und Middle Creek Road intersection. The existing simclure was likely built in
Ihe 1950s. The bam and silo first eppcar on the 1967 Scaly Moantain quadrangle along wlth a struclure in �he
existing house locetion. 6ased on Ihe inPormation galhered during the survey it appears Ihat the artifac�s recovered
relete ta both Ihe late 19'� century structure and Ihe exisling mid-20'^ century house and owbuildhigs. ll is possible
Ihat the earlier housc was destroyed und the remoins, along with rocky soils, were disperscd and thc arca Icvcled
when tl�e existing house wns consiructed. It is also possible that ihe area contains somc historic colluvium.
"NO NATfONAI, REGISfSR E/AQlH7.50R /JSTf.O ARCf1AEOLOOICA/. SIT5S7RIi3h'N70RAh'NF.'LTHD
form%orAlbwrTrmuporinrlan I4o/eru m Quni�rd In IIre7007 Progywunn(!c Agiemienl.
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ProJerl7YnckingNa:
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6nsed on ihe resulls of Ihe background reswrch und field survey, Ihere is no evidence Iha� NRHP-eligible
archueologicul resources are situeted within lhe Bridge No. 310 APE. The historic material rccovered was found in
disturbed wntexfs, and 31MA773 is recommended not eligible to Ihe NRIiP, liowever, it is pouiblc that intact solls
exist within the northem part of fBe APE underneath ihe dislurbed/histodc deposils. Due to the rocky nature of Ihe
soils encountered, lhat possibility wuld not be explored using hand tools. Avoidance ofthe urea norlh of the silo
and west of SRIG35 is recommcnded (see �igurc 2). If plans for Ihe bridge replacement impact the northwestern
portion of �he APE in this orea, it is recoironended that heavy equipment (i.e, a lrackhoe or baekhoe equipped with a
smooth blade) be used to test thc area end ensure thal 31 MA I 1 S does not extend into the area to be dislurbed.
�y��` �'l
, .. _.___
Michael Nclson
Archacologist, Asheville
TRC Gnvironmemal Corporation
RERERENCES CITED
Nalionel Resources Conservatlon Service (NRCS)
2014 Nnlural Resources Conservation Service, United States Depardnent of Agriculture Web Soil Survcy.
Available online at hltu•//websoilsurvey.nres.usdo eov/ accessed April 24, 2014.
Nodh Carolina State Highway Commission
19G7 Norlh Carolina County Road Survey of Macon County. On file, Norlh Caroline Slate Archives,
Rnleigh. Avuilablc online ut htlp://dc.lib.unc.edu/cdm/ref/collectiodncmapslid/1545.
19�2 Norlh Carolina County Road Survey of Macon County. On file, Norlh Curolina S�ale Archives,
Rale(gh. Available oniine nl htto://dc.lib.unc.edu/cdm/ref/collection/ncmans/id/7110.
1980 Norlh Cerolina Counly Road Survey of Macon County. On flle, North Cprolina Stete Archives,
Raleigh. Avnlloble online al httn�Ude.lib unaedWcdm/ref/eollection/nemaps/id/8837.
Norlh Cnrolinn Statc Highway and Public Works Commission (NCSHPWC)
1938 NoHh Cerolina County Roed Swvcy of Macon County. On file, Norlh Carolina Stete Arcliives,
Ralcigh. Available onlinc at hj.tp�//dc.lib unc.edu/cdm/ref/collectionJncmaps/id1545.
1953 Norlh Carolinn Counly Road Survey of Mncon Counly. On file, North Carolina Stnte Archives,
Ralelgh. Avnilable online nl �i {p://dc.lib.unc.edi✓cdm/ref/collectionPocmep�idl7994.
U.S. DeparUnent ofAgdcnllure (USDA)
1937 So!! Map, Norfh Carollnn, Nlncon Counry. On file, Norlh Carollna Stale Archives, Raleigh.
Avnilebleonline ut hpo•//dc lib unc.edu/cdmhef/collection/ncmap�d/I 198.
U.S. Geolagicnl Snrvey (USGS)
1897 Cowee, N.C., 7.5•minate lopographic mep (I :I25,000).
1907 Cowee, N.C., 7.5-mSnate topographie mnp (I:I25,000).
1921 Cowee, N.C., 7.5-minute tapographic mep Q:125,000).
1943 Cowee, N.C., 7.5-minute topographic map (1:125,000).
1935 Scaly,N.C.,7.5-mimrtelopographicmap(124,000).
1946 Scely,N.C.,7.5-minutelopogmphicmap(1:24,000).
1947 Scaly, N.C., 7.5-minule topographic map (1:24,000).
194G Scaly Mouutain, N.C., 7.5•minnte lopographic mop Q 24,000).
19G7 Scaly Mounmin, N.C., 7.5-minute lopogrephic mnp Q:24,000).
� 979 Scaly Monntain, N.C., 7.5-minute topogmphic mnp (1:24,000).
Wilson, J�ck H., Jr.
1978 Archnealoglcnl Sl�es on nnd nenr Nn�lannl Foresll nndln Nor�h Cmolina. National �oresl Service
'AYl NATlONAI. �OISTEft d'L!GlBL6'Oft l.I5T50ARCNAHO/AGIG/. SITF.SPRliSfiM'OAA!%/%h.Y7F.'U
/orrx/orMUro�Tmmponnlla�Yro/mU m Q�mIPMln Ihe ]007 PiogyannnikAgreuqenl.
SoC12

Praject7YnckingNo.:
14-02-0016
Contract No. 00-A556-7-515.
Table 1. Archaeolo¢icel Sites Identified in the Rrid�c 310 Snrvey.
Shovcl'Pesis Arlifacls
SiteH Comnonent(s) Tolal" Preh. Hist Lilhic Ceramic }Iistoric Tolal Rewmmendnlion
31MA773 Mid-19' -Mid 20 IS 0 S 0 0 48 48 Not Eligible
Cenlury Ilistaric
* Includes all STs wil6in 30m ofpoailive tesls
"NO NA770NAL p&GfSfFRGLfG/BLCOR /JSI7t0 ARCHA801.00IGL S/TESPRlSENTOR AF
fom�jorhllnarTmnsporlallan P�olm6 as Qunl�rd/r�lhe 100] Pragroauxrpe Agmenmm.
6af12

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t bd/�' NC �� NJ E
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�igure I. I.oca�ion ufBridge No. 310 over Smarl f3rznch in Miicon Counfy, North Ctiroliuu.

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�'�cd' ' <y,.
Flgure 2. Map of 6ridc�e No. 310 showing APE, localion o( shovel tests, and sile 31MA773.

Figure 3. Porlion of USGS 1897 Cowee quadraugle showing project �rea.

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'igm�e 4. Porlion of USGS 1967 Scnly Mountnin qu�ch�nngle showing project erea.

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P'igwc S, Sloped �u'ea in �he soulheastern por�ion ofthc l3ridge No. 310 AP�:, vic�v to south.
C igm�c G. �Voodcd ;ucn in �he soullnvestern porlio�i of Ihe Bridge No. 310 APL, vie�v to soulh.
..xo,vd no,v,a. xltol.Y�IiR NLIGUu.Ii urt 1.I17/;U AItcU,IlioCnGrcAl. Snhsr�v!s�rrvr ult,ll'lalcrtt0
foun/ur dlluor Tr✓nq�ml.nlmi Pmkan n� LualnrJOnAn d009 Pragran:nmi. ASnannir.
I I of 12

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�igurc 7. Nortlrwestern portiou of the f3ridge No. 310 AYIi showing sila, oulbuilding and barn, vicw to soutli,
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�igm�e 8. Northe,isicrn purliun of lhe IIridge No. 310 APE showing ya�d aud modern slructure, vie�v to uorlhenst.
.,A'O Nd i/p,V.1/.ItGG1S]/iR /iLlG/�Lli Ok /lS]L'O ARCH.16'OLOO/Cdl S71YS P/ip:JGM'Of2.119�L'C.'TKU
fnnn/ rAllnnv Dnu+porinllou Pnl<<b ns �JurAIJ7eJ iu Ihe 2001 /'i�ngrnnii�iull. Agi. ruinu.
12 of 12

A pendQ 1. Artihe[ Cahlo� NCDOT - Smart Bnneh Bri e Na 310
Srite Site Accasion Bae ST Levd Gtegory C7us Raw� Mat Artifact?ype Portion Coior Qty Comments
31MA773 2014.0086 ml I S72 FiIVDisnubcd 41-62 Arcllitxture meral iron nail hpd I �"'�Y ���� �t appeazs m be a w"se nail
EagmCnt1910-pRsmt
31MAm ?014.0086m2 2 ST FiIUDisL¢bed 2b30 Arc6itecMe meW iron nai] head/shaft 1 Wircnai11910.pramt
31MA773 2014.0086 mi 3 STi Fi1UDisturbed 50.50 mMal iron uid metal �gmm� Z�N hea�rily corroded, oae might be &acing and
ont might be a nail fragmrn[
3IMA773 ?014.0086p4 3 STS FiWDisn¢bed 50.50 Kiahm cenmic whitcware werainu/vessel fngmcn 1 a.1820.pxesmt
31MA7T 2014.0086 p5 4 Si8 Fili/Disn¢bed 10.20 Kitchm ce`amic whiteware conraine/vessel fra�eat 1 m 1820.
P�m�
31MA773 ?014.0086mfi 5 S7'9 FilVDisuvbed 0-65 meial iron uidmttal f
ragncM 5 iwo appcar to be nail fragmmis
31MA773 ?014.0086 m7 5 S1'9 Rll/Diswrbed 0-48 Kitchrn glass glass co�inerWessel fragmeet tiear 1 Edge haz embossed iettang, but not idwtifiable
31MA773 2014.0086 m8 5 5f9 Fi1VDisGvbed 0-48 ICit�hm gWss gitss cqnmieaNaul fragmrnt aqua I It n pia,es �t
31MA7T 2014.0086p9 5 SI9 Fi1VDispvbed 0�48 Ki¢hm cvemic wlutewue coaramer/vasel tragment 1 ea1820-PRsrnt
31MA7T 2014.0086 p10 5 SI'9 FilVDisMbed 0-48 Kiv.hm oenmic ear[hemwue contamttiveasel han�lle I posabke I.ead glaad
Complae giass boule with mold scam and scrcw
on plssue caP. Bau marked wirh the Uvms
31MA7T 2014.0086m11 5 S7'9 FilUDisnsbed 39 Kitehm glytc glsss bottle complete clear 1 IDinoisGlatsComyenymouf'Iwithindiamond
and O/ovai". This paa.tte wss usM Eom ca. 1929
m mid-19505. Dau code indintu ]951.
31MA773 2014.0086m12 6 S17S Fi1UDisaabed 0-58 Archiueture me�f irou Iu7 complem 2 Wixenaik1910.pleseat
31MA773 2014.0086 m13 6 STIS FilVDisnabed 0.58 Architawce metel iron nail fiagmmt 5� CD°�P� ��� °�' ���0 �
fragmrnts ca 1830spramt
31MA7T 2014.0086m14 6 ST18FiWDimabed 0.58 7Ciul� glass L�Wss containedvesul fragment aqua 2
31MA7T 2014.0086 m] 5 6 ST18 Fi1VDispabed 0.58 Kitchm glass glass conpiner/vessel fiag�nen[ ckar 2�°e embosKd with lette�s IC and pattial lenns R
HN
31MA773 2014.0086m16 6 S178Fill/Disn�rbW 0.38 IGteha glass glcct wnta(nedvettel frageelrc ¢oyted 1��%���''decmativeembmsingof
'do¢ and stat
3iMa.na zoia.00ssmi� 6 sns �uvn;sn�a ass n��n�caa� � � ,�,maow. r�,e„� �a� �
31MA773 2014.0086p18 6 ST18 FiWDiSuabed 0.56 Kixhcn cemmic whitevvue platdsaucer fngmmt
31MA773 2014.0086 p19 6 $T18 Fi1UDisnabed 0.58 Kicchm cuamic porteiain wnraina/vetel fragmmc
31MA773 2014.0086p20 6 ST18 Fill/DisnabeC 0.58 Kirchm c¢amic stoaewaa conpuierNessel ¢agme¢t
31MA773 2014.008662] 7 ST19FiIVDisnabed 0.27 Kim6en bonc bone UidWgemammal 5agmmt
31MA773 ?A14.0086m22 7 ST19 FiIVDianubed 0.27 Architeaure glass gLtts wmdow tngment
31MA773 2014.0086m23 7 Si19 Fi1VDisnubed 0.27 Kixhrn glass giass containa/vesel tngmmt
31MA773 2014.0086p24 7 SI39 Fill/Disnabed 0.2] Kitchen eemmie whiteware wnam¢Wexsel frngenmi
31MA773 2014.0086p25 7 STI9 Fi1VDisMbed 0-27 Ki[ehen cuamic porcelam eontaine/vccei $agmrni
31M4773 2014.0086m26 7 Sf19 Fiil/Diseabed 0-27 merai iron uidmttal fragmmt
31MA793 2014.0086m2] 8 SRO FIVDishubed 0-15 ArchitaMe mttal iron nail comyltte
31MA773 2014.0086p28 8 Sl'20 FiNDisnabed 0.15 Itiuhm ceremic stonewue connuia/vcvel 5agmrnt
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NCDOT CONTACT:
JOSH DEYTON, PE
HIGHWAY DIVISION 14
BRIDGE MANAGER
GRAPHlC SCALES DLSIGN DATA
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LOCATION: BRIDGE N0.3/0 ON SR 1635 (MIDDLE CREEIC RD) OVER SMART BRANCH
TYPE OF WORK: GRADIIVG, PA[�ING, DRAINAGE, AND STRUCTURE
PROJECT LENGTN
LENGTH ROADWAY PROJECT = 0.084 MILES
LENGTH STRUCTURES PROJECT = 0.008 MILES
TOTAL LENGTH PROIECT = 0.092 MILES
� THE LOUIS eERGER GROUP, lnc.
t oot V/ztle Aeenue, Suice V00
RalelgM1, �bM Carol:na 2] W 5
License No.: f�O8J0
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1. CONSTRUQ Ih1PERVI0U5 �IKES UPSTREAM AND
DOWNSTREAM OF TEMPOMRY DETOUR AND
BYPA55 PUMPING SYSTEM AS SHOYlN.
2 INSiALL 60" TEfAPORARY PIPE AND DETOUR.
REMOVE BYPA55 PUIdPING SYSTEM ONCE
TEMPORARY PIPE IS INSTALLED.
3. INSTALL IMPERVIOUS DIKES AROUND E%ISTING
BRIDGE AS SHO\4N.
4. UTILIZE SPECIAI STILLING BASIN TO DEWATER
WORK AREA. CONTRACTOR TO DETERh11NE
OPTIMAL LOCATION OF SPECIAL STIIIING BASIN.
5. REMOVE EXISTING BRIDGE AND INSTALL PROPOSED
BRIDGE AND ASSOCIATED APPURTENANCES.
6. REMOVE IMPERVIOUS DIKES AND REESTABLISH
NATUR4L SiREAM fLOW.
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ROADSIDG �NVIRONDIEN7'AL UNIT
DEI�AR1'DfGNT Or TRANSPDRTATION
DIVISI�ON O� HIGHIVAYS
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SEE RFl AND PROJECT SPECIAL PROVISIONS
WALTER D. ROBERTS, III
LEVE� IIIA NAME
� TROUT STREAh1
BUFFER ZONE
3514
LEVEL IIIA CERTIFICATION NO.
NOTES: ANY DEVIATION FROM OPTIONS GNEN 1VIlL
REQUINE PRIOR APPROVAL BY ENGWEER.
ADDIiIONAL EROSION CONTftOL DEVICES MAY
NEED TO 6E INSTAILED AS DIRECTED OY THE
ENGINEER.
ER0510N AND SEDIMCNT CONTROL MEASURES
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