20151333 Ver 1_Application_20151231

Co►•ps Submittal Cover Sheet
Please provide the following info:
1. Project Name Reulace Brid�e Nos. 86 and 87 on 3R 1140 (Mvers Chapel Roadl
2. Name of Property O�vuer/Applicant: NC Department of Trai�sportation
3. Name of Consultant/
*Agent anthorization needs to be attached.
4. Related/Previous Action ID numbei(s): N/A
5. Site Address: N/A
6. Subdivision Name: N/A
7. City: Havesville
8. County: Clav
9. Lat: B86 35.02698° N; B87 35.025557° N Long: B86 -83.80287° W; B87 -83.801704° W
(Appro�. Project Centers)
10. Quadrangle Name: Hayesville (35083-A7-TF-024)
1 l. Waterway: Hyatt Mill Creek (C)
12. Watershed: Hi�vassee River (HUC 060200021
13. Requested Action:
X Nationwide Permit # 14
General Perinit #
Jurisdictional Determination Request
Pre-Applicatian Request
The follo�ving inforivation w�ill be completed by Corps office:
AID:
Prepare File Polder Assign nuntber in ORM Begin Date
Authorization: Sectiai 10 Section 404
Project Descriptioi�/ Nature of Activity/ Project Purpose:
Site/Waters Name:
Keywa•ds:

�:.
�: ;
Transportation
December 18, 2015
Ms. Lori Beckwith, NCDOT Regulltoq� Project Manager
U. S. Arm�� Corps of Engineers
151 Pattou Avenue, Room 208
Asheville, NC 28801-2714
PAT McCRORY
core,nor
NICHOLAS J. TENNYSON
searraq.
Subject: Nationwide 14 Permit Application
Replace Bridge No. 86 and Bridge No. 87 on SR I 140 (Myers Chapel Road) over
Hyatt Mill Creek in Clay County
WBS Element No. 14SP.20221.1 and 14SP.20221.2
(DWR Minor Permit Fee 5240)
Dear Ms. Beckwith:
The No��th Carolina Department of Transportation (NCDOT) is proposing to replTce the subject
bridges. The purpose of the project is to replace these deteriorated and fimctionally obsolete
reinforced conerete struchires with reinforced concrete box culverts (RCBC). Bridge No. 86 �vill
be replaced with a 2� 9' W s 10' H s 63' L RCBC on a 55° degree skew and 0.0% slope.
Bridge No. 87 will be replaced �vith a 2@ l0' W x 1 I' H s 6Y L RCBC on a 125° degree skew
�nd 0.9% slope. 1'he inlet and outlet of the high flow cells of the RCBCs will have 2-foot high
sills and constructed benches in order to promote tlie low stream flows in the base flow cells. The
b�se flow cells will not have baffles or sills because of the fl�t, or nearly flat, grades and because
the cell widths are similar to the natural channel widths. As designed, the culverts should hold
bedload material while also effectively transporting sediment and providing aquatic life passage.
Traffic will be temporarily detoured off-site during construction.
We wisli to permit and then constrnet botli crossings together since they are in close pro�imity of
one another and the road will only need to be closed once.
I am enclosing a PCN application, preliminaiy jurisdictional fonn, SHPO fonns, culvert
avoida�ice ancl minimization fonns, Division of Mitigation Services mitigation acceptance letters,
plan slieets showing the proposed work, a marked vicinity map, a USGS qiiad map, photographs,
and other supporting project information.
The North Carolina Natural lieritage Program lists 38 species for Clay Cowity that hlve federal
status and that are knowu fi�om current or historical records. One species, the bald eagle
(HrJineenis leucocephrrlus), retains special protectiou under the [3�Id and Golden Eagle
Protection Act. The bog turtle (Glypteni��s malrlenbe�gii) is listed as threatened due to similarity
of appearance to the noithei7� bog turtle. The sicklefin redhorse (rLoxos�o�ua sp. 2) is designated
as a candidate species. Three species, the green pitcher plant (Srn•roce�iirr oreophiln), rock gnome
lichen (Gy�noirodermn lineru�e), and the nortliern lonb eared bat (NLEB, dlyolis se�/e�ih•ionnlis)
are known from current records and listed as endaugered or threateued.
�Nothing Compares'�.�
Slale ofNonh Camlina � Deparimtnl ofTr:anspona�ion I Di�ision N
25i R'ebsla Road I Syka, nbtlh C, mlin� 23]79
Phone828-53fi->_I41 I Fns873-536-lOA3

Bridge Nos. 86 and 87 - Clay Co. Page 2 December 18, 2015
The green pitcher plant is only found in a couple of bogs and drainage features in Clay County.
There are no wetlands near the bridges that could support this plant.
The rock gnome lichen is usually found on rock faces at relatively high elevation, though it can
be found at lower elevations on cliffs that receive seepage from overlying soil during wet periods
and on damp rock faces in river gorges. The bridge sites are only about 1,800 feet iu elevatiou
and not in a river goige. There are no rock faces near the project that could suppoit rock gnome
lichen.
NLEB �re laiown to roost in caves, mines, and struchu�es, including concrete bridges that retain
l�eat. There are no caves visible near die briclges and the nearest underground mine is over 6
miles away accordiug ro USGS data. The e�isting bridges are concrete structw•es that might
provide suitable roosts, but dw ing the field scoping and subsequent site visits, we did uot see any
evidence that bats were nsing the bridges (i.e. staining or guano). We will confirm that bats are
not using tl�e bridge shorHy before construction work begins.
During summer, the NLEB is also known to roost in h�ees with sloughing bark. This project will
likely require tlie removal of a few black cheriy, red maple, sycamore, black �valnut and yello�v
poplar trees, though large meas of peeling bark or voids that would be ideal for bat roosts are not
evident on these trees. Nevertheless, as prescribed by the US Fish aud Wildlife Se�vice in Clay
Counry, any h�ee removal for construction will be avoided fi•om April 15 to October LS (�vinter
elearing) due to poteutial [ndiana bat (�Ltyolrs sodnlis) roosting. This period will also provide
protection for potential NLEB roosting. Witli this winter tree clearing, we recommend a"m�y
affect, not lilce►y to adversely affecP' determination for NLEB and Indiana bat.
Tlie project is limited in scope to the replacement of bridges with RCBC's on e�isting roadway
alignments. Eirosion and sedimentation control measures will be implemented to minimize
adverse effects of the work on aquatic habitats. Habitats for listed species are lacking at the
project sites �nd none of these species were observed dtu�ing field visits. Por these reasons and
those discussed above, we recommend tl�at a determination of"no effecY' on listed species apply
to this project (except for NLEB and Indiana bat).
This project was reviewed by NCDOT's Hum�n Environment Unit from 2011 to 2013 for
potential effects to liistoricaf architecture and arcl�aeology. Surveys for historical architecture and
archaeology were conducted at Bridge No. 86 with determinatious of"no preliistoric or historic
properties resources present/affected". A smvey of l�istorical architechu�e was conducted at
Bridge No 87 with a detennination of "no historic properties present or affected", wliile a
survey for archeology was not required at tliat bridge (see attached forms).
NCDOT best management praetices �vill be used to minimize and conh'ol erosion aud
sedimentation on these sites. Tl�e construction foreman will review all erosion control measures
daily to ensw'e erosion and sedimentation are being controlled effectively. If the devices are not
functioning as inteuded, they �vill be replaced immediately with better devices.
Lnpacts to Waters of the United States
Hyatt Mill Creek (DWQ Class: C) is shown on the USGS topographic map as a perennial strearo.
Tlie chanuel is �vell defined with a substrate of gravel, sTnd, and silt. The stream l�as sufficient
Flow to suppoi1 fisli and other aquatic life. Hyatt Mill Creek Flows appro�imately 0.18 mile from
Bridge No. 86, tl�e lo�ver bridge, to tl�e Hi�vassee River. The Hiwassee River meets tlte definition
of a Traditional Navigable Water. For these reasons, we believe Hyatt Mill Creek is a Relatively

Bridge Nos. 86 and 87 - Clay Co. Page 3 December I 8, 2015
Permanent �Vater and is under thejurisdiction of the U.S. Army Corps of Engineers. In order to
consU'uct the projects, it will be necessaiy to impact waters of the United States in the Hi�vassee
River Basin (HUC 06020002). Specifically, NCDOT is requestiug to replace Bridge No. 86 and
Bridge No. 87 with RCBCs. Listed below is a summary of the proposed implcts.
Site No. �xisting Condition Proposed Canditim� Net
Im �acts
Sitc 1 30' L x 20' W Concretc Bridge Z� 10' W x I 1' H s 65' L RCBC 65'
(Bridge No. 87)
Tempor�iy hupervious Dike and Flow
Site IA Free Plowing Stream Diversion �50'
Streambanks along Pree Flowing Slope B2nks and place Rip Rap Bank
Site lB Sh'eam Stabilization and Floodplain Benches at 3 L'
Culvert Inlet
Streambanks along Free Flo�ving Slope Banks and place Rip Rap Bank
Site IC Sh'eam Stabilization and Floodplain Benches at 36'
Culvert Oudet
Site 2 28 L x 20' W Concrete Bridge 2� �• W� l0' 1I s 63' L RCBC 63'
(Bridge No. 86)
Tempor�ry hnpervious Dike and Flow
Site 2A Free Flowing Stream Di��ersion 200'
Streambauks along Free Flowing Slope Banks and place Rip Rap Bank
Site 2B Stream Stnbilization and Floodplain Benches at 68'
Culvert Inlet
Streambanks aloug Free Flowing Slope Banks aud place Rip Rap Bank
Site 2C Stream Stabilization and Floodplain Benches at 70'
Ciilvert Outlet
Total Pcrmauent Strenm Impacts fm• Culverts (RCBC's) 128'
Total Permaueut Stream Impacts fm• Floodplain Beucl�es and Bank St�bilizntion 350'
Total Tempora�y Stream Impncts for Impei��ious Dil<es and Rlow Diversions 209
Permits Requested
NCDOT is hereby requestina authorization under Sectiou 404 of the Clean Water Act to proceed
with the construction project oudined above. By copy of this letter, I �m asking Mrs. Marla
Cha�vbers, Western NCDOT Review Coordinator with the Noi�th Carolina Wildlife Resources
Commission (NCWRC), to comment directly to you concerning tl�e 404 Nationwide Permit
request.
1 am also requesting authorization under Sectiou 401 of the Clean Water Act from the North
Carolina Department of Environme��tal Quality (DEQ), Division of Water Resources (DWR). In
additioii, I am asking Mrs. Chambers aud Mr. Ben DeWit, Roadside Environmental P'ield
Operations Engineer (NCDO'I'), to comment directly to me concerning this permit request.

I3ridge Nos. 86 and 87 - Clay Co. Page 4 December 18, 2015
If you have any questions or need additional information, please contact me at [phone] or
Mr. Josh Deyton, PE, at (828) 488-2I31. Yotu� carly revie�v and consideration �vill be greatly
�ppreciated.
Sincerel
�� ���� ���
Mar S. Davis
Division 14 Environmental Supervisor
Enclosures
cc: Ms. Amy Chapman, Division of \Yater Resources, DEQ, Raleigh
Ms. Kristie Lynn Carpei�ter, Division of Water Resources, DEQ, Raleigh
Mr. Kevin B�rnett, Division of Water Resow�ces, DEQ, Asheville
Mr. Audrew Hendersan, Biologist, US Fish & Wildlife Service, Asheville
N1rs. Nlarla Chambers, Western NCDOT Review Coordinator, NCWRC, Albemarle
Mr. Josh Deyton, PE, Division I4 Bridge Management Engineer, NCDOT
Mr. Ben DeWit, BI, Roadside Environmental Pield Operations Engineer, NCDOT

��op vl.�Tsq p
O\-: - - T
Pre-Constriiction Noti�cation
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: � Section 404 Permit
Office Use Only:
Corps action ID no.
DWQ projec( no.
Form Version 1.3 Dec 10 2008
�I� Form
❑ Section 10 Permit
1 b. Speafy Nationwide Permit (NWP) number. 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verifed by the Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWQ (check all lhat apply):
� 401 Water Qualiry Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is lhis notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because wrilten approval is not required7 Certification:
❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. NC Division of Mitigation Services
1g. Is lhe project localed in any of NCs lwenly coastal counties. If yes, answer 1h
below.
❑ Yes � No
� Yes ❑ No
❑ Yes � No
1 h. Is the project located wilhin a NC DCM Area of Environmental Concem (AEC)? I❑ Yes � No
2. Project Information
2a. Name of project: Replace Bridge No. 86 and Bridge No. 87 on SR 1140 over Hyatt Mill Creek
2b. County: Clay
2c. Nearest municipality / town: Hayesville
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or State �4SP.20221.1 and 14SP.20221.2
Project No:
3. Owner Information
3a. Name(s) on Recorded Deed: Norlh Carolina Department of Transportation
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if Mark S. Davis, Division 14 Environmental Su ervisor
annlirahlal� p
3d. Street address: 253 Webster Road
3e. City, state, zip: Sylva, NC 28779
3f. Telephone no.: 828-586-2141
3g. Fax no.: 828-586-4043
3h. Email address: [e-mail]
Page 1 of 11 I
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. SUeetaddress: N/A
4e. Cily, stale, 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. Slreetaddress: 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 11 PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees):
1c. Property size:
2. Surtace Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
N/A
Latitude: B86 35.02698
887 35.02555
N/A acres
Hyatt Mill Creek
Hiwassee (HUC 06020002)
Longitude: - 83.80287
- 83.80170
3. Project Description
3a. Describe lhe existing conditions on the site and lhe general land use in the vicinity of the project at lhe time of this
applicalion:
The general landscape is rural with a mixture of farmland, forests, and single-family residential homes.
3b. List the total estimated acreage of all existing wetlands on the properly:
N/A
3c. List the total estimated linear feet of all exisling streams (intermittent and perennial) on the property:
200 each site
3d. Explain the purpose of the proposed project:
Replace an obsolete 28' L x 20' W concrete bridge (Bridge No. 86) with a 2@ 9' W x 10' H x 63' L reinforced concrete
box culvert (RCBC) and replace an obsolete 30' L x 20' W concrete bridge (Bridge No. 87) with a 2@ 10'W x 11' H x 65'
L RCBC on existing locations.
3e. Describe the overall project in detail, including the type of equipment to be used:
Erosion and sedimentation control measures will be installed. The old bridges will be removed and the culverts installed
in lhe same locations. An off-site detour will be used to maintain traffic during construction. Track hoes, dump trucks,
bulldozers, cranes, paving equipment, water pumps, sandbags, diversion pipe and various hand tools will be used to
accomplish the work.
4. Jurisdictional Determinations
4a. Have jurisdictional welland or stream determinalions by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown
Comments: N/A
4b. If lhe 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 altach documentation.
N/A
5. Project History
5a. Have permits or certifications been requested or obtained for � Yes
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
� No ❑ Unknown
Page 3 of 11 PCN Form — Version 1.3 December 10, 2008 Version

Page 4 of 11 PCN Form — Version 1.3 December 10. 2008 Version

2. Wetland Impacts
If there are wetland impacts proposed on lhe 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) DW4 — non-404, olher) (acres)
Tem ora T
Wt ❑ 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
2g. Totnl �refland impacts N/A
2h. Comments: N/A
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on lhe site, then complete this
question for all stream sites impacted.
3a. 3 b. 3 c. 3d. 3e. 3f. 3 g.
Slream 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-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 � P❑ T Culvert - RCBC Hyatt Mill Creek � PER � Corps 10 65
❑ INT � DWQ
S1A ❑ P� T Temporary Flow Hyatt Mill Creek � PER � Cor s 10 150
P
Diversion ❑ INT � DWQ
Floodplain Bench � PER � Corps
S16 � P � T and Rip Rap Bank Hyatt Mill Creek � INT � pN/Q 10 31
Stabilization (Up)
Floodplain Bench � pER � Corps
S1C � P❑ T and Rip Rap Bank Hyalt Mill Creek � INT � DWQ �� 36
Stabilization (Down)
S2 � P❑ T Culvert - RCBC Hyalt Mill Creek � PER � Corps 10 63
❑ INT � DWQ
S2A ❑ P� T Temporary Flow Hyatt Mill Creek � PER � Corps 10 200
Diversion ❑ INT � DWQ
Floodplain Bench � PER � Corps
S2B � P 0 T and Rip Rap Bank Hyalt Mill Creek � INT � DWQ 10 68
Stabilization (Up)
Floodplain Bench � pER � Corps
S2C � P � T and Rip Rap Bank Hyalt Mill Creek � INT � DWQ �0 70
Stabilization (Down)
3h.
Total Permanent Stream Impacts for Culverts �Zg�
Total Temporary Stream Impact for Impervious Dikes and Flow Diversions 350'
Total Permanent Stream Impact for Floodplain Benches and Rip Rap Bank Stabilization 205'
3i. Comments:
Page 5 of 11 PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts lo lakes, ponds, estuaries, tributaries, sounds, the Allantic Ocean, or any other open water of
lhe U.S. lhen individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody lype 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. Tot�l open water impacts NlA
4g. Comments: N/A
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below.
Sa. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose of (acres)
number pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1 N/A N/A N/A N/A N/A N/A N/A N/A
P2
SC Totnl 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. Expec[ed 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 lhe chart below. If yes, then individually list all buffer impacts
below. If any im acls require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protecied basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number — Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) for Stream name mitigation (square feet) (square feet)
or Tem ora T im act re uired?
B1 ❑ P � T N/A N/A � Nos N/A N/A
62 ❑P❑T ❑Yes
❑ No
B3 ❑POT ❑Yes
❑ No
6h. Total bufPer impacts N/A N/A
6i. Comments: N/A
rayG v �i i i r�.rv rO�fTl — V2fSlOf1 "I.3 U2C0fllb2f l U, ZUUS V2fSlOf1

D. Impact Justification
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The bridges are being replaced with reinforced concrete box culverts (RCBC's) on existing locations. Sills will be added to lhe
high flow cells of the culverts to help maintain natural low flow channel depths and widths in the base flow cells and to help
ensure aquatic life passage.
1 b. Specifically describe measures taken to avoid or minimize lhe proposed impacts through conslruction techniques.
BMPs will be installed to minimize effects on aquatic habitat. Flow diversions will be used so that road fill and old bridge
materials can be removed and the new culverts constructed in drv work environments.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigption is required by (check all that apply)
� Yes ❑ No
❑ DWQ � Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project? � Payment to in-lieu fee program (NCDMS)
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter)
3a Comments: N/A
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached.
4b. Stream mitigation requested:
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigalion requested (DWQ only):
4e. Riparian weUand mitigation requested:
Type N/A
�1 -
128
Quantity N/A
❑ warm � cool
N/A square feet
N/A acres
4f. Non-riparian wetland miligation requested: N/A acres
4g. Coastal (tidal) wetland mitigation requested: N/A acres
4h. Comments: N/A
5. Complete if Usinc� a Permittee Responsible Mitigation Plan
❑cold
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
N/A
Page 7 of 11 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 miligation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate lhe
amount of mitigation required.
6c. 6d. 6e.
Zoue 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 � 5
6f. Total buffer mitigation required: N/A
6g. If buffer miligation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permiltee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
N/A
6h. Comments: N/A
Page 8 of 11 PCN Form — Version 1.3 December 10, 2008 Version

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 plan 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 lhis project DOES NOT require a Stormwater Management Plan, explain why: N/A
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of lhe plan:
The project is covered under the NCDOT General Stormwater Permit No. NCS000250.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Managemenl Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is lhis project7 N/A
❑ Phase II
3b. Which of lhe 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
attached7
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all thal apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Managernent 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 submiltal requirements been met? ❑ Yes ❑ No
Page 9 of 11 PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does ihe 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 preparalion of an
environmental document pursuant to lhe requirements of the National or State ❑ Yes � No
(Norlh Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to lhe above, has lhe document review been finalized by the
State Clearing House? (If so, atlach a copy of the NEPA or SEPA final approval
lelter.) ❑ Yes ❑ No
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is the sile in violation of DWQ Welland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)7
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above queslions, 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 quantitalive cumulative impact analysis in accordance wilh the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This project consists of lhe replacement of structurally deficient bridges. The road infrastructure is not being upgraded.
The secondary and cumulative impacts from these routine consUuction/maintenance projects are expected to be
insignificant.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ullimate Ueatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 11 PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ❑ No
habitat? � Yes
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes
impacts? ❑ No
❑ Raleigh
Sc. If yes, indicate the USFWS Field Offce you have conlacled.
� Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
North Carolina Nalural Heritage Program Database and subsequent sile visits during the field 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 wheiher your site would impact Essential Fish Habitat?
N/A--There are no marine or es[uarine habitat within the Blue Ridge Physiographic Province.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will lhis 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 in 2011 and 2013. Surveys for historical architecture
and archaeology were conducted at Bridge No. 86 with determinations of "no resources present/affected". A survey for
historical architecture was conducted at Bridge No 87 wilh a determination of "no resources present/affected", while a
survey for archeology was not required at that bridge site (see attached SHPO forms).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year Floodplain? ❑ Yes � No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
Mark S. Davis
Divisiou Euvironmental Su ervisor /�
� /�y� �,�i`J � ���-� /� �a ' I
ApplicanUAgent's Signature Date
ApplicanUAgenPs Pflflted NamO (AgenCs signalure is valid only if an authorizalion IeUer fwm �he appticant
is provided.)
Page 1 1 of 11 PCN Form — Version 1.3 December 10, 2008 Version

I�
\\ ' 4 2- }(N �
.� s.. : ��m
\ L¢
,�n a
\ 4 �r �Q
�+N J���
V �r C
a� �J��
$� � "%l� �
. �:; u . ..f 1 i �
' � I 1
i
�
1
� �
�
, ��J:,
�� ,
<< ,
�� � �.� ,
, .�- � ��� -
, �'i ,_ � ' i p
� I '� ' �',r °' _
' �- r-.
� Q I �"
� t , � �
� N � . ._ � ` ri ��r o� ' o�'I
� � rz�r _ ..' a
v
o�o �, W I � � }7 'i�� �4� ����1 -o:'
z �: `' •- `
� nr.' oaf\�1 �_: ��i I!\ ���a�'�e' -��,W ino
� ao
�, � �l �. " O �
Z � 11 � _� O• v�i�N
O .t � � �i "� I � _� � �, �
� V � w.� ` ��� � � j 1 1 �
,Q y w�� O"� . ��o v.� �� ! ��. SUt�Sf51'o!S 1J
ll � ���1� �,� O6N'. �.�i \ ,_t
� � � z,� ; �,,, ,.,_,,
,,.
m hi-�- � I , � ��� ; ' 4 , ..
� �F� ' �-'J� I111��� �� \'1 jjj -:l
l� � 000 d . r � � �, � i � f )
� q.e -
� � 11 -- y I � '.:\ m i_ �•
.y �l- v : 1
� `7` ' � 1 u1 �t:;
� ,� �T � � �o �?
� �\ � h ��
_ . ' / ' ,r p' IW „u�
% 1 � � y�� �� �� C 7 i� �-¢
� I'I � I � �''..
E� � .. �� �� .._ O. V l9 i� m ��-„
4� � c— :�"%
� n ' � s ,,` � :�,
� -t ._ �
� `-`-' !:d i w � � -_
c� � ,
.- ti ' �.., - i + _:�:: ,
w � � � �� �� �
i � � , .�i „i � � o;�; '� Q ,r�
� I� i '�.� � � �

083.8166666° W 083.8000000° W 083.7833333° W
�. --
/ ,� J
;..r - , � � �� j � a�,��. (, .�J� � - v .��;:� oo�J�.
i
z � /��°� � i i��� \- � � � ' )� � z
� � P�;o i i�� : . 4. v� y 1 ro �/ � ' 7 -,- �" _ �
i o
o_./� R- iY� //•� 5 i l— o
p bllle s�r au��'l � � � � � �6/ � � ' � � I . � e� i � 2(n�P , � �� � �
Y �� � � � � �
u� � . ' r,ue�� r' r - f� o � o�. F, ( i � � � , ��' ,- . o
M ,�� +.mo�� rcn �� IIA �SYILLF ' � 2 rehy � (�, 1 �
�- M
�, �'Y < a � �4�. N'Gs �euon) ,x � R° o .T1 ' . \ \ `
\ 'o �r ti. i�l' / �I1090) : ` N � � „ . \ � _
�A_ ��..1 \ . .� �. �-c, � ���� , a � - � _
_ ��, ' •• n (C' � ���'-� �/ � gNiP � � .(� , � � � '� � � ,.
�
J �� N
- �,�.�5 <; �Blti 3� � Y � � H!3_p 9•�w�t '�. ( �� `/ � , . ���� ' i��k4'� D �rv he Cr¢e k'�\ .... �
� . • ' S:,wzr. � �I81 � � �\'
��„ �' 9 1� —� . . - � .-
�
. d�5po51 Qlanl �+�.�. \ I � .:,��n . _
_ � . • Y I � ' I � �.
. t � I � . � a � �. n � ; — . � 011 2 E G G � i �_ �-.- —
( i �� � r��lci�:uc4% . - i ,' Cr�d �a :� ; � _ :
, �. � 1 .. - �[7iIi9 io , �7.n- ��!
- � -I.I� I��i�•\�` / / , � _✓- � � �. i�o\��� ,'� 1 62 ��i�, .� . I
. - . • 1 � �I, i � � � i, /j� � ,� . no .; . . /� • . R�se Dr
/ //' � ilra orsC � !' ;a�_ , / \ '
FortHlll I �• p o�� � I�. � 1dIP! -� � � � /� 'i^ 8141P93'���
s9�� c� - � y � . C� � . , tao3 � - �/ �,� � ,. , ia@�-- �
� `E- . �� .. r�s�,�� � \ � � � •A . Oa0. Fo�esl Ch I � � . � � - « � �� . f
• ��:1 1909%� 'l . ;: , ��f' ) � FG 5 � ' �l �� s � .i oaJ . � � o \ l �. ��_' -
Z . � tp i� II50 , - '-
� . � c . y,f,.-. �.\ . � � �� � .% �� �i C' c.8Choolhouee z
M ��-,;. ( l�A ^ � %� ���'�. . �r:�l��� �n
� _ �C� � C p �� M
� .. � 18G2 .� 1� MH�(/j1 I ,�• \ o M
o . � �. ]U �i \�. , \:. l't. m
� 4 �. i h, �,- � , � � �` � � ^•. o
> �
� -- � � �� ,,,,,,{{{���\��� . -� \ �
�� ✓ � � i `.� rTtfk i �� .. '�p J, +. I � � - � �
. _ , .�.� �, � ao � - ; -1 00,
i � %' ,
'' \ �'
Subslaifon I.��' �/ ' � � i / 1 Mlle�'� �h°
� 1
2�/� Bimr /,�", : �' � i ��° - ��'-t`aeihasi �,12� � '
1 , � . ` (BM 1) �
C
� "% '_ ' o (n9z) �`
<- i' \ Bridge86 ';� Hait ' � � ��� � `� �} ':la3� az ,
. � — �,� �i � �„ � � . r. 1 _ _ �
,7 J .(1 I . r d � .�7 � "" / ' qq Saatlle1'ain 3�
. � ' ' � � . ,� � � � , � � . - � / �
I , rI ��
� ti � i � I Blld B 87 �' � V��. HeresJle Cem `� 1\ -�'.� �I� 'i
���%ti.�✓ 9 �� � . .. � t 8arnure �
J
(i ��' � �� . i,. � o . Id93' hA c M f1 1998 �%�
�,> r. _ �c•n � �t._�\\ �,
-...1 31P97 J � i .�y r, / �IIeDa .
�
�� . �/ � C' _:s� .� � � � ���� ��;� �
i
� J
� �+ r�.� �. `�� i � h( \ - ��' i� �f .i� ���� ��_ i I� �
Z �� i��d� � 165'r� n� � ��� _ E7h1CSR3 �i
Yo �, �� 4 J � � �: . P i I�i � CNATUG� �AM i _ ,. , T933 � .. ...i z
� I - . ' B1A HtAK IG� ;'- ' � i i � �� ip
� � �� � � '� ��� `' 18bA` ' i��\.PoHerinleketbwer - . c�Oo
'n BIA 1 96 � \ J �ne Grovr� � �. ':. �'i � �
0 3� �t.. u«h �.� '��� . _.���� �- � . � � J.i�.., �°
� o
M .>� / I . A i G�� , � �o � �hlll �. J. �( � rU � v�
� � . �; 1�1 �
.� . , �i - , �� � ��. r o, . �� � - :� ,,,�enla�id' �_
I i� i i
�� �// � .. ' �, � � ��.!�+� �� . J �� '�, �: ,�r� csn � Island.�
� ���1984P95 - ' - . � � F0� p`I � �
�. . , � .�-�,, 933 `[ ��'.
�-. i � _ � _ . - ( . � � ; � : cl tiv lelend l ; ,� ti
--� � �iFj 1 C LRH 4) � '� " (�.�'�' �
�2. ',. ,� � c �' �o j - � •� �! ,�l ap �e ! ' � : -
. GS. S� � .. / Sad01e qam 1V . ,.��o r ,` .... � i
�� � . � �`./OMC'lR� �16 1(i a� • i �'' v� -�s<p Sc
l. `�� !� .... ' � � ��� ` / . I G� 1.1 -SR 1 � , ; - / ��. _
.I� . � EN GV71A 139 .. . � . �� .. ','�� � SCALE 124000 �.
1922 � :� ��. - .I ,'�. o , �.,i�Es
(} � ��co.�- 0 � L - �
( "'-\���"-�- � . � �� �` , o t000 vnaos -
. �,, ` -1 . . ; .
. �. __ ) . , ��. - .,
{ 0 1 KILOIAETER
— 1'. � , . . _ . . " � � �
� ' ' '� �• nfmstNn - I
Name: HAYESVILLE
Da�e: 11 /3/2015
Scale: 1 inch equals 2000 feet
Location: 035.0276763° N 083.8016369° W NAD 27
Caption: Bridges 86 and 87 on SR 1140
HyaR Mill Creek, Clay County
Hayesville 35083-A7-TF-024
B7, Maptech,lnc.

� 4 /
; .{:• . ��.�� ' � .��.
� P � �" -
� � <<t'``"..x`
y�ti;C. �`.� ,� �r {�
/'` , ' � , ..�,�,� .,,� .
i �. �' _�� - ;, ._
� i; r
� ' �' �` ,: � � s
A � ���- � � ��� �..
1+i � � . � j.. .R _
o � �
d �
� ? � `
� .� � • � L � � t
i..- yj •'��:-
�►�Y r k �
r Bridges86 � � . =a:�°E. -ti
r'�,, 4 ,-`t. . �' ':
1 •� -� �'
l `•
9' ` �' '
: . ��� t� �' - ,� ' tJ
� •
^��{l' ` • � � ; ..� v. .y
�4�. yy [ Y"_ x. �
— , ^`�, F Y �� � �f �..
r
. � �: i '�' . .'i,.
�•
� ' .
- - • �- , , . �..��, , �.
+� Y�'
t
�' , s -
��. �.J ;
\ �
. A • �y"-.
�+�.
5 I�
� �.
•.� � .�� . •� �✓/�-' � ae 4}` � .f
0�
r 4. ♦
�, `
. � ! � ;� �`� �� ,
1
\ � �
.�.� � s � .�`~ •i, i .
{ t
�. LV. L -t r 'A" .
j.4 - Y' .
j 1j�'y�: :�� . . :•� ��� � . ��. 4�
I \ ": i_ Y � -� ':.1a j,vy��.- -z�
. . y ` ~ � •1 t �.. T' � � .. `a. � " � � "
. . � . � .y. � .,.�j_. , . �., •-
1' �
�',-
. �� ' 1� - ' � .. . ., ,
.H � �7 . `� . ♦ . f 'ti
. ' •,..� - �,�
. ♦� "������ �
� •e�.� . I ' �_ .
.. . . � � .
� � ' i�% `.
Le. � ; �•= Bridges 87 ,j�� ' ���-
1 . . .rt v �'' -r r�� ' ' �'�.. �
` . . ` + ' i� ;1 , `'� � � ��"� � �
� w � � �. �� - °�. ' 4 � '
.. ..�� � . � r . _
•i e
.. . .
� .- � .,� � � S" ' . �: �`� \'-_. �
. F' , � � , J ' � , '�
S t` .'•:;� •��i . ' .�� `�., s •,� • ..���,� I
N
W�E
s
�� `^`'�'�� ' � NCOO�eI��J��.
�,'' .�"� 91? Boa''o �
Bridge No.s 86 and 87 over Hyatt Mill Creek
on SR 1140 (Myers Chapel Road)
Clay County
o so ioo zoo
Feet

Clay County Bridge q86 on SR 1140 over Hyatt Mill Creek
'; �
/ i
l ,;i� ; ��,.
t-
December 9, 2015
Looking northwest towards bridge.
�
� � y��,,;
,,.�f,�
��� ,�4 (r.,
�'1�'�;
�
Looking southeast towards bridge (Note Bridge No. 87 is in background by yellow truck).

Clay County Bridge NS6 on SR 1140 over Hyatt Mill Creek December 9, 2015
� � ,: 1
�. , , ,;� � �
��� � � '.1 R } 4 ����
�f
� . . I � '� 1 (�
� � � . t _ • 1. ..� _�1�
'
'V U•
� ��� :� '>� { Ij,
I � . . � � f ':i � � }
N �: 1' i . • � � �� � ��. ; ��I �iA
'. 61 � +
, � it�', • l� i i �'� r'l
� /
1 `�
� � 1� ' . � ! / � .� �. i
� �� I l
�'i l i� � �(.. �
1 ' � � � � � :'I
.���'` \ �� /
�k' \" I . ' . ''',___
� . � � � ''�� a ti:. - . . i �J ��� lr:lt �
1 . �y:�. .si i y .�.��.
- � �,�, rl . . - �i ' � ��e :� �� �� �4 �;
; c'�,' t 11 �a
i , r:' ` ➢� uL. 1� ' (f i�, ' � �r -j:
� !r ,
,����
��� � . i, S� �f � :i J �.
,� � i '
. , \\ i, � t
�.\ ;+ '' _� i ' ;
� ` .i
� � � i I
.. .` . � V�� r ti i ��� }i
� � � � ' .�� I i, .. . �
�c�1 t� ty
'�"".C" ��_�jl'r, ,'��i
� , � � ,.' '.
1 ,, 1
J;�� �`" I
� _. .. .:�_.�:, i
Looking downstream.
�` _ - �' _ I �, _ "1�
r '.
. '� V�' :�i.
p``� .� .{, t "�;�. �\ � tl :.1
� �� .. Y i
a � ' t � �r. I t �` . i � � �_ � �i � �,
�fi'F i
��.. t 1 .�':
� 1 � � a , '. ..I
l� i J
T ' }
�
- ,� � ) � 5 3r3 `yL j. . i
T��.fi i. a � �v ` '"f".. ..` "�i � rl
� ' \��It b r� � �5�P ' y dT. � �' � t .I
�7y��.l�` ' a .T%y }ty( ,_: b� Fn . ' i:
t��� ` �� � � '�
!.
�. (��''e '. � .�7K .'
. . � i..� . .�� ' -.�, � I
Yl ._.�'Jyyrf ,:`c :.
. _ ^-.��. . Y p �t�Y. .. ". � i..',,,1• ..�'�
. � � "I� � Jr�.� � .. _.,t
_ _ � _ . � .� . �,.i'� � t
I � �L i�
i . _i' �� f �.� ' \ ,.��k� q�\
f \ .t� � '� �a
( . t p \�
� � " J: v J
� !�� r If . r l r. �' �';� ��a1y1�
¢ i A � NA
' �S' r - ' lti �.,�_'7
� �'� �
d _ ' 1 � . . ��:�
. y,,: �
a,
� ' �
�� . . ., a�;i '�i�' � „j
I_ � �
Looking upstream.

Clay County Bridge HS6 on SR 1140 over Hyatt Mill Qeek December 9, 2015
Sycamore that may be rernoved for construction.

Gay County Bridge H87 on SR 1140 over Hyatt Mill Creek December 9, 2015
� � i �° �, � . � . .�:.
,, :*;
` � , _,
� ,;
� ,,, ,
� i'�` l ""'�'
' � .
�'- �
' / � \.ti .' , �,.
•�; � �� z ,
l+%J+ ` : ! ' ��i'.� (� � 3t?j['r �` %
•t ! ' `
.n{j ` : + I I �� � ,...`\i-'�
�::,: � ,•> .:�1 �. � �° _� :�
:
- r .�.
.��,i_. �,,
�,�
, ,
.�b�s,�,�l , ,� _
� �
_ � � �`�� �
_ i
Looking northwest towards bridge (Note Bridge No. 86 in background).
'�:tiri ',n, �7. �
i .
✓ ( . �
� � �i�
;� i -
s ` '
-_ �._ -�;�•.,,��'.,l�i(�... ;�
Looking southeast towards bridge.
��,.
:b
1� � �
5
_� ��
--��_ '�:�;r�-
.=�sA.+.�':.

Clay County Bridge H87 on SR 1140 over Hyatt Mill Creek December 9, 2015
' /,. •� r . i '.:;, � . i �l�'� � �
..� �ii -.1 �1 ;` i i
�"�' j i,.,. �E�,. � .� + � . ;:�i
' .: �!/ `,I' s� , r ' I� ; � I
. y `` � i
� i'i i' . \�ij`���' �1 . i �
��/ . . \.',\ �' i,�, 1�Y� ' �� ,i .. '�!I
'l�, � ���'.� l.
'_.!' . , 11 ' i 1 � � � l . � � I
( '� + i1
' ' ���� y � . r
r t , '-.�
I i�- � 1
I , � �y' � �( �� �� �Y ', � .1
fi 1
. . �..t' . `4,Ye��l: . . l . . '..;1
�.. �'� . `.c � � � ,; , '�a
. _ �� � . + ( J!�
1 � �
1 .� i i,' _ ^ . ' 1 '.�i /.
��3' �. x,.9 .. l �
w : �. � .�� ��. f,¢ . ';F �sY "C} � ': �
�, . � � -: , � .. - �
t ' � � ' {yh'+ ^ . .; ^ ( �#�.�
� �' ! , ` '�� 1 '.� jf � ,�� '
� � ��, � � � 's i F` : 1
� S ! i d �.1
I -,� �",.,� . 1 . �+
�,:. t -„ � !; .r; �
� , • _� .
� ' ;�� . �� :,, .,::
r� �,., . �tii,,:.
i , ; ` � -�s., � � `',,i \ .i
i '
r , � ��
� ' � ��
�r.. . � . � ._ �
� .:� � ii : ��5, b �qr,. , ",)
Looking downstream.
f — , � , , �. . � � ,: , ; � : �
� ' I,• � � r � �
° i � � ; � � _ i
��
-_c�{ � �\ ', , ` �;
� � i i 1 . �.t �
� i � Z i,i. I' �
� �� � { � �,� � � � .
�a, t � 't � �
a, � �
*- r e �, tl'. - �
� ;1 p �' � �� �� i. � .':� 'i
� , , � r ��� ,� ��.�
, �,
, ,, � ' �
G� <�';�,,'' ��� ' �� � � ° '�'
z r
:; i i�� � 1�' � � lii p��.� � s�� -��r �I.r
I ,y t
i i:1 � ' ' I f � .: . v-�9� . ��jrf�.'. 1f � I
� 1 � 1 . �-0 I� 'eb _. � � � -,. � Kr d , A .x�. M i
-,�,> � �� '. �i . �
, ,'� , i � �; , � ,�
f"`� ���� xr � � . � 9w� �,., �` ``
, i �, �' 1 � �
' 1�, yp:� �7` ,�y ?�,�--.:
(�
�•I r ,:�� �y.'�d;�'a'•+r 5. v�e"' ;:'�
I .!• Jy1 � . '..t ! . �.i :f-ii
l } � 8
! � l t.. 1�� `:.Y .. � �. t`t� (� ��.
� 1
� f k., _ � i �, ' , ., y �3 _ _ . .
` �� � � ;! � 1�' I` : �\ , � . ^ �<tL� ` f -i �
j t�"c , r
LT ��`pn ��•'• � , _ . . ..J ` �_ �� . '
. i. � ,_y+. . ��..
i''
�nq '� y� YiIGf. ' ��'��, `. _ . ,.�i.� . .
I
IV
Looking upstream.

qay Cowity Bridge qS7 on SR 1140 over Hyatt Mill Creek December 9, 2015
Black cherries and red maple to be removed for construction.

'r_nvirortnicnlai
Qi�afity,
PAT MCCRORY
c„�,,,�.,.
DONALD R. VAN DER VAART
Mr. Mark S. Davis
NCDOT Division ]4 Environmenta( Supervisor
Norih Carol'um Deparimen[ ofTransportation
253 Webs�er Rond
Sylva, Norih Caroliva 28779
Dear Mr. Davis:
NovemUer 3, 2015
Subjech Mitigntion Acceplance Letter:
Division 14 Projecf, Replace Bridge 86 on SR I I40 (Myers Cliepel Road) over Hyatt Mill Creek,
Clay County; NBS Element 14SP.20221.1
The purpose of Ihis letler is to notify yon ihal tlie Division of Mitigation Services (DMS) will provide tlie
compensntory s�ream mitigation for the snbject project Based on the infomiation received on October 3Q 2015, the
impacts are located in CU 06020002 of the Hiwassee River basin in the Southem n4ountai��s (SM) Eco-Region, and
are as follows:
Hiwnssce
06020002
SM Cold
Stream
Cool I Wnmi I Riparian
63.0
\Vetlands � Buffer
Zone 1 � Zone 2
This impact and associated mitigatiou need were under projecled Uy tUe NCDOT in Ihe 20] 5 impaet data.
DMS currenlly does not l�ave coo] stream mitigation credits available in ihe cataloging uuit and will commit to
provide cold compensatory stream mitigation credils in the eataloging unit fo offse[ [he impacts nssociated with this
project ns detemuned by lhe reg�dn(ory agencies usu�g the deHvery timeline listed in Section F3.c.iii of the In-Lieu
Pee instn�ment dnted July 28, 2010. If the above referenced impact amounis are revised, then U�is mitigalion
acceptance letter will no loi�ger be vnfid nnd a new mitigatiou acceptance lefter will be required from DMS.
If you have any ques[ions or need addilional infomiation, please coulact Ms. Beth Hamion at 919-707-
8420.
S'vicerely,
(\`� �—llv�
I f
Janies'B. Slanfill
Credit Manageroent Supervisor
cc: Ms. Lori Beelavith, USACE — Asl�eville Regulatory Field Office
n4r. Josh Deyton, P.F,., ATCDOT —Division 14 Bridge Maintenance Engineer
Ms. Linda Filzpatrick, NCDOT — PllrA
File: S2 1140 — Bridge 86 — Division 14
�==���tv'othing C;ompares'��:
SlalrultdonhCaiolina � 8rvim:nnnnlnlO.adly
IG011,1rII5mvYeCenlei � �alriqh,l�bill�Cawliw27(55-1601
91470]-46fip
_" �.�-=t� '

Ern�ironmen ra!
Qu«lity
PAT MCCRORY
G:rrrn
DONAI.D R. VAN DER VAART
,,,-�,���„-
Mr. Mark S. Davis
NCDOT Division 14 EnvironmentTl Supervisor
Norih Carolina Department of Trznsporta[ion
253 �VeUsterRoad
Sylva, Nortli Caroli��a 28779
Dear Mr. Davis:
November3,2015
Subject: Mitigation Acceptance I,etter:
Division 14 Projecl, Replace Bridge 87 on SR 1 I40 (Myers Chapel Rozd) over Hyatt Mill Creek,
Clay Counly; WRS Element 14SP.20221.2
Tlie purpose of this letter is to notify you iLnt Ihe Division of Mifig�tian Services (Div1S) wil! provide Ilie
compensatory sVeam mitigetion for tlie subject projecL Based on tlie infonna�ion received on October 30, 20I5, tlie
impacts are localed in CU 06020002 of the Hiwassee River basin in ihe SoutLem Mountains (SM) Eco-Regioq and
are as follows:
Hiwnssec
06020002
SM Cold
Impacts „
Stream
Cool � Nami � Riparian
65.0
�Vetl�nds � Buffer
MarsL I Zone ] I Zm�e 2
Tlris impact and associated nuti�ation need were under projected Uy the NCDOT in tlie 2015 impact data.
UMS curren[ly does no[ have coof sfream mitigation credi[s available in the cataloging uuit and tvill commit to
provide colA compeivsalory stream mifigation credits in �he calaloging uni[ to offset Ihe unpac[s associated wid� this
project as detemuned by ihe regulntory agencies using U�e delivery limeliue listed iu Seclion F3.c.iii of the In-Lieu
Pee Inshvment dated July 28, 2010. If Ihe above refereuced impect amouNs are revised, then 8us mitigation
acceptance lelter will no longer be valid and a new mitigation aeceptance letter will be requ'ved from DMS.
If you have any questions or need eddilional infornmtion, please contact Ms. Be�h Harmon at 919-707-
8420.
Sincerely,
�. ' ��s..�. ��.��t'
— u
James B. Stanfill
Credit Management Supervisor
ec: Ms. Lori Beckwilh, USACB– Asheville Regulatory Field Office
Mc Josh Deyton, P.E., NCDOT – Divisim� 14 Bridge Maintenance Engineer
Ms. Linda FitzpTtrick, NCDOT – PDEA
Pile: SR 1140 – Bridge 87 – Division I4
�:=�'Nothing Compares"�s
SlafeoRlmlhCarolina � EnviimunenlalQunlity
1601IdailServlceCenlei � Ilaleigh,koiihCa�olina)]G99�Ifi01
919 70]-P6n0
.�F<a � .. . . ._ _.. _

V �y\
N
� ���.;,
� �
�
� N
�
a
C C
O O
� Z N
g E5 '�z
m m
A : a Z. � E
Q W �% 9
C �
o a w�� w U � tq
i+�� m m
°� 3 �Z a q .°.
� E ¢ o a �
� p � p O r
>
..m� V� W z ¢ y
❑
.. C�. � Q O N> O
3" �
O pi � � j O
U= O c o a
�
� / N . �j rn
� a
Z. N m
0
. . . � .. N � �..
LL
0
Z
�
N
O
N
a
�
v
o .
�s o �
..�� (i� i E E
� m
rya' u w
�t
p N
m
?� 0 3
_YA; `o
;.S ; o
W
�
0
v
�
N
3
r
>
U
a T 0
3 z
E � �
0
N E
� N �
m v t
� m i
N n <
�
o `<
v � i
� L [
y m f
N� L S
�p N 4
E r G
� �
no
n
m t
U p
3 �
G
��
� N
a �
v �
c o
c a
3 �
O V
c 2
3 H
o �
U
v
c �
�° 3
C L
�
E �
3 a
� N
7 4
� �
V �
0
v�
L
m �
a t
N p
D O
N
�
¢ o c
� Q O
0
N
E
.�
� m
'O >
C p
�U
u Q
V U �
� v
N N L
a � � a
v N N 3 '
p CJ N y a
� `m 3
n
a v v
D n ✓�
� � N
d
E c c �
❑ O � � m
N d
C 4 " U N
O�
L O � d �
U �
� % 3
o°' 3 ° "
lL � O 'iA' 3
Jm 9L J�oY�
Q
� f�% N OI OI d> C
E �
� u O � � m p U N
d ..
w � a`� win $¢
L
O Oi
o �
0
5�5
C O N
y O O
__ c m
O � O
0 3 �
N p N
L � O
— N
Ee � 3' n
J O O 0 y N
�o � a� a s c
n v F- m
n c . �
O
U D v c
� N q �
� j m �
d y Y
j p O �
!� 1O h E 5 y
� `.t_
(p a N L d a
Y ,�„ � ,�,vv_
� N
m
a �
o A
° m
A N
o —
N
N p
3 v, m
u 9 � c
vv �v
��
am �a
W C N
L � N 7
L L ` p �
� N � Q
0 0 � y o
5 c t S a
� a� c
> O N
N �
N > U
.� �
N U O C L
� N c _ `o
O .C. L v N
a V- m 5 0
� O L L N
� C j S � O
_ N O �
V v y T .t. «
v L C O E O
N
`o ta 5 v a
w
�
S ti c m c m
n 3 c
ai w o v o'v
Y v J O O�
C
E E� N"'
O O N a > 3
w ti � � �
Lm_ UG
� C� Y L 3 C
v 2 � « o m
� Yn m a
n `o u
L U C C � �
� H N O v N
m a c a o
(� � .� 'C 'd � O
- T N�p I` .L.. r N
W N N �' E_ L
� � � V 0 U O
F- N p N
m� m o E t c
A � a E �� m
c 5 E w o � 9 3
N - IL p� C
a a u � t w o
d w o a E c
E � o � o `o � '3
mo 4 n c c,'�_, y
d 41 Q � N S
��i+."�� m na �
C U j N
O ry a t « �
> o rn.o � o oi..
� n� N m o. �m m �
U � O � � y N
�� O O L �� C
i� C � � C l�l � O
N d C W > i� N
3 C N C � L
N � -�_
E c m E � v � �
� N d N. V�
� �l V n �l O b"O Y
(�/i t� N � N N N
c`�, a� � Q F m �
U L �
@
O � j O d'
c 3 0 � n
o � Y 4
r LL C y O O �
0 o a } Z Z —
y y 3 N N
m
FL- E G H U
0
a
o Z. H n E>
- d 9 A p
o a� � a a
U « ` � �
y C m t ti
� .t, c > � �„ 3 N
r
m> a U m � E m
T �
� J � d ID
� m U � a c �� rn Z
. jY rn.�'.�'A o u• c
N U _ F p C
U O. q
. �� m E m�'•.�- A> rn A
d a_ vi 0�- N �- N
E u � a �
-a :'^ Ea 3^ m o u o'n
IL O� O � p] 3] � m a�-
� E � r. �,,; LL a n� E u rn
U
�
N
O
N
�
N
m
N
�
n
n
0
c
N

ATTACHMENTA
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUNDINFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): +�-4-ZoiS
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
NC Depanmenl of Transporlation, Mark Davis, Division 14 Environmental Officer
253 Webster Road, Syiva, NC 28779
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Replace b�idge 86 and bridge 87 on SR 1140 (Myers Chapel Road)
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: ciav CI(y: Hayesville
Center coordinates of site (IaUlong in degree decimal format):
Lat. 88635.02698,B8735.025557 °N; L011g. 886-83.80287,B87-83.807704 °W.
Universal Transverse Mercator: seszaazaz.a,sa�sszs.�;as�zaa3sa.a,sa�sase.szo�en
Name of nearest waterbody: Hyan M�u aeek
Identify (estimate) amount of waters in the review area:
Non-wetland waters:
zoo linear feet: �o width (ft) and/or acres.
Cowardin Class: Rausi
.StfE2111 F�OW: Perrenial
Wetlands: �a acres.
Cowardin Class: ��a
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: Na
Non-Tidal: �a

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
� Office (Desk) Determination. Date: >>-4-Zois
� Field Determination. Date(s):
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
applicanUconsultant: NcooT
❑ Data sheets prepared/submitted by or on behalf of the
appli❑canUconsultant.
Office concurs with data sheets/delineation report.
� Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigabie waters' study:_
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
� USGS 8 and 12 digit HUC maps
�✓ U.S. Geological Survey map(s). Cite scale & quad name: � ZQk Hayesv�ue
❑ 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
� Other (Name & Date):
� Previous determination(s). File no. and date of response letter:
� Other information (please specify):
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 CWAjurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
necessarilv been verified by the Corps and should not he relied „n
Signature and date of
Regulatory Project Manager
(REQUIRED)
�%'o�!-/ �U"..✓�� //��/'/S
Si nature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Estimated
amount of
aquatic Class of
resourcein aquatic
Site Number Latitude Longitude Cowardin Class review area resource
1 35.025557 -83.801704 R3U61 200 linear feet Non Section 10
— non-wetland
2 35.02698 -83.80287 R3UB1 200 linear feet Non Section 10
— non-wetland

�G /L�z_ti; �;
Prajecl'IYnckiug No. (!n(envd UseJ
_.— __ _.__. I
i _ _.— _
� I1-03-0023 �
I NO PREHISTORiC OR HISTORIC PROP�RTIES f
PRESENT/AFFECTED FORM I
PRO.T�CT INP'ORMATION
R�ojec� No:
IVBS No: 45360.1.2
Count��: Clay
Docainent PCE
F.fl. No: Fm�dnlg. ❑ State
� Federal
FedernJ (USACE) Perndt Required? � Yes ❑ No Permit T}pe: NWP3
Project Descriplion: Repllce Bridge No. 86 on SR 1140 over Hyatt Mill Creek with a concrete cored
slab structme on existing location.
SUMMARY OI' FINDINGS
7T1e Nortlr Cm•olina Deprn7rnenl of Trnn,rportnlion (NCDOTJ revieired Ihe subject yrojeG rut�l delermiued:
Historic Architecture/Lnndscapes
� There are no National Register-listed a Study Listed properties within the project's aren of potential
effects.
� Tliere are no properties less th�n fifty years old which are considered to meet Criteria Consideration G
�vitliiu the project's area of potential effects.
❑ There are no propeitics within the project's area of potential effecis.
� There are properties over fifty years old �vithin the area of potential effcc�s, but [hey do not meet the
criteriti for lislii�g on the National Register.
� All properties greater than 50 years of �ge located in the APE have been considered and all compliance
for hisroric architecture with Section 10G of the National Historic Preservation Act and GS 121-12(a) has
been completed for this project.
❑ There are no historic properties present or affected by ihis project (Aunch any no�es or �locame�r/s ris
�ecederl)
..,\'n Hicmr�r l'.ep:neec l9e.rm "/urm/wALnor 7Snnxpurinnnn Rr/err,r ru (hidl�eA�n iho 30/O Prngrnmmuur AgrsmeuL
NCpU"l'drJmenlogp �Y HiVnrir Ardii�ruurc Graupa
� ���f7

SUMMARY OF CULTURAL RESOURCES I2EVIEW
/3rief descriplron of reniew nclivities, residls of review, m�d conch�sions:
Revie�v of HPO qund maps, FIPO GIS information, historic designations ros[er, and indexes was
undertaken on 11 March 201 l. Based on this review, there are no esisting NR, SL, LD, DE, or SS
properties in the Area of Potential Effects. Bridge No. 86 is not eligible for the National Register based
on the NCDOT Ilista ic Bridge ]nventoiy. Based on USGS Quad maps and photographs provided by die
engineer, there appeais to be several houses within the APE. There is no comprehensive architec[ural
survey of Clay Couuty, and n swroey was required. A swvey was undertaken on 13 April 201 L The
house in the northwes[ quadrant of the project area is a new consh uction house. No historic propeities
are present.
SUPPORT DOCUMENTATION
See attached: Maps.
Signed:
��
Culh�ral Resources Specialist, NCDOT
..No Hmm�o /'ropeni�r 1'rccenr"/unn Jnr hlmor %lunsponuuou Yrojulc m(hmlilyd in Ihr >q(�� Piogrn immro dFreenrenr.
d'CU07'drdm.nln��.P 1/ismncdreliimimrcGr<iupc

' , "W . - _ — .— _ _—_.
—�. �� ,, , � � � I o s a o °w — o ° e' "W I I I I I
�V � � ��,u , ,,� ,—
I v + T i �� ��. �� . ��J y` • � �� _��� �� i� • � l
� ' � \� �. ! � ' � .
I / \' p, � ,!
� �11'i �=r' 1 '' � . . ��lt . .� \` t Y��. l . _
� ! +Q r � o t*s�ti � :i ly I F'�/ . �""'� . i�
� �. y�
Y / , f , � �,r . i
� ` �� � ��i�,�i \ jl,� � ♦
- 1�.5 '` �4\ � � � s �* .�� � S�s�k, HOrez,#aCh t �� ,'
- � .' �} ', � <{}' � I' , ,� , ; ; , '� a, �:" -
� �
�`� � F � r�1 F � � � _ . �` , ,�Jrt/ �4 k `-
I�. .r r 4b I `\ �`. ��V � � � ��� � --
� t . � ,
(% 5 � i i .
♦ ..
, � . � , �F r 4 � :
��. �� ���� • �' �i i�� - fi . �� .. . r � �._t .
o , . r 1� ��. \ .r' - ,1 , � i.': � `i <
�..� - _ '�i' 1�/- �\..._ _i —;t- •� — �- • �� �'� t � �
� , �= ti N�1 ��;,�; '� f � <
� _� + _t � ] � �� �� � � + � �
'\ +, f i �
♦..-�f%� �r.f�. o ,� � �'� i -_'.<
f \ t,
�� l�, \` � .. -_ l .
� � f . \ �4 .. � i .
- �,�Yj� .! ;� ��`p = . , _ �(; ..
f•`-'''� -----'V(�+��'� .-I..-•`.�,_,`,-•,,�f��y_ � .. '''c3't.J,�� . . i'i . /'�
\�� ' s. !� __ � o . . . I�
- / �i ,. . }�. . _ _ � /
�; � �,a ,. _ . . �_ .,�, �� . r
- ' 4�, ',1� , s , .� �_ V ta -- -.a ' ` Ya-�a'a
' €����g 3t
, .' � ., ts � '� > . [1, _f t � � I, .
ir 1 �/ i t, . + FJ, -�4 1' ', I �!i
_ � � '� ` � t _ `' : (1792)
< � I,r i 4� `,' , � J 4,! `.� .` ry. 1
- L�; i : � . . ;�li � fq'1p /y �. � � �I� 7;
_ \1� C�! j' +' 1 O i�_ f,/� ��� �! t j_
Z'.. _a � � ) �.7�f� . 1 .' � ' . � ' �! . ) aY
o ` (//' , , ' � �a\\. � ,'./ '�.e.-�=�..,�_ �
-( ��� �- , . , ,,+ � � . . �-.. �� -
� Bridge No. 86 �� t _ „ , �
b ;y ' ,' �
. •�. � '�•s m
� i�' • � ... ' . i �` L� � �. . ; � O
I � � I
0. j n ' 1 • , '� l/ 1 ' -,' r i � N
�11. - � . �� . / � � �r ` � � . ;, O]
�� � , �
`1 _'.���� , i '�s� �7 . fidY@SVi)il cF',n1��( � :
�,, ;_ _ ,��� � � . ,. � �:,.
,,,
.� .� �` �. ; ;
1 ; � iJ _
�'` f ; � i `. � ` I. � �� ' +� -
_ / . . �, �� �
_ �`�� , � ('' � ( �j � ,, ' • . . � ,' � �3 � .
. i � ', '
- i ' - . � } ., ' ; ;' ,.. ' �,�,'w .,; { ,
_ .� � ; ; � ' -
, � ; �-
, ` ` � '�� F �
,�j � .i �, �
^ � , � ` _ ' n�a � � � -7 , � ' . ,
� . . �_-� r—• �-_�Ff� 6 � /� � . i�� (� i /� n ' i � - _
_ t�
� '� I ' S! }iiY� t7 � i �� —
( f� .. � /t `� fl
: ! , '. � . . -�. . .
�._ , �_ ° -�"� `�.-._ /,� ` (�!.A J�,{ .� � ti � �1' � .. .
� j �r . �`` � ���is . 4��x1 }il`� C3�!f�` • � �i �*•� •,.• �.--�
r" � - i . , i `. � .ry . o
� � � �
� . � �� - . ';'� � � i- z �
i. n._t` . �I . '� f, . � � t ` . .. �ar �� � �
_ - ' iI - � �j /<'.� � fT �1�E c�i
!`!/�
.., ' �:i. .. `! �. 4��; / �� ��� �'� , ,i ,� . � �- . —
.. .'� � '�,.
3° 49' b0.60" W� � I I I I I
Name: HAYESVILLE
Date: 2/24/201 1
Scale: 1 inch equals 1000 feet
Locaiion: 03� Ot' 37.35" N 083° 48' 15.74" W NAD 27
Caption: Bridge No. 96
SR 1140 over Hyait Mill Creek
Clay County

Clay Bridge H 86
:�
z � -� - '
� � �
�� �
� ` �'1� �� �,�"'�����
- " § � -
� r 3" Tr'� s-�r3 w ���,
.
. �»l. r��-4� - �,� �N : �� >:
' f 3.� " �l��i�J� E 3�x
�4fy . �-'� , �. - �` 4'? ,t .. � .
� ,
� .. - - �`s 3..���.. .._ a%I4��� �
,''`6i .. -. - �� �
:�
� �� '�
L .. '� y�, �'=: - � '
Y's.
3'
I � K- �
F _ - +� f�l. .
Y
LOOKING NORTH
� �� � +
%` �.'.i '4i
� _��' . . � . . _ . - .
. . _ y� ` ' . ,.,.
4 . .. � �yl� -' _ ' �
_ � ''Y T `' • �
y� �S
E_ ss _` N--�C `�'� `�S � � �'$. � �a
� y�.�,. - 3�`- • � r b �
��. s �� '.£ s§,�y:1 � - _ �'. 1
� }� �
�;� . r4 ='° � �.Y. "� � �3 =
�t .� '. � y . �. ,
�s z '�.s
1
_ €t y � �
� � x .
f ,�x ; '�,'�..Y h ��-�� .:�{ �. f
r � . � - =
� _ v �'�' �r . . - .
I � � � ' _ � ��-.'�_. �-�� � '��." _. �
�d � � #� � � ,. �
�
4� �� �� ��� � � � ���- � i
f _ .
� _ � x � E�� .r= � � � �:� ��
j � ,: � � � �,�: ��s ��
• .� . -�
, s = � � �. ` �-� ��� ��, ' a
� `�a- � ��� �:
t P {' A
5 �f Z �
.�A_Lj _ :� � _ � i� ��.�
!.
LOOKING UPSTREAM FROM TOP OF BRI�GE.

�� : �
� �� _ ' � �_ ,
�- �' ��._ , y
_� � "
, _ �;:
`< '�"
�.
} '.5
R�-
� �� '._y cfi'::
� _ � {'�`..�.
LUOI<WG DOWNSTREAM FROM TOP OF BRIDGE.
LUUKING SOUTH - BRIDGE IS POSTED SV 12 TfST 17 TONS ON BOTH ENDS.

C'C /I��_��,
ProjeclTinckLigNo. (/xleroml UseJ
PA Project ll-03-0023
NO PREHISTORIC OR HISTORIC PROP�RTI�S
PRESENT/ArrECTED FORM
PROJ�CT INPORMATION
Project No.
f ('BS No.
BD-5114H
45360.1. S
Coiau��: Cla}�
Documeirt: PCE
RA. No: h'�u�ding: ❑ State
Federal(USACE) Pernlil Reqrrired? � Yes ❑ No Per�nit 1j���e:
� Federal
Projec( Description: Replace Bridge No. A6 on SR I 140 over Hyatt Mill Creek with a concrete cored
slab struclure on exis(ing location. The esisting structure is 2S' long and 20 fee[ �aide whereas the
proposed structure will be 55' long and 30' wide.
SUMMARY OP P'INDINGS
The Norlh Cnrolinn Depcu7meni ofTransporiniion (NCDOT) revie�ve�] ihe subjecl yroject ru7�l deterniined:
Historic Architecture/LandscTpes
❑ '1'here are no National Register-listed or Stud}� Listed proper[ies within the project's area of potential
effects.
❑ There are no properties less Ihan fifty years old which Tre considered to meet Criteria Consideration G
within [he projecYs erea of potential effects.
❑ Tl�ere are no properties �vithin the project's Trea of potential effects.
❑ There are properties over fifty ye�rs old within the area of potential effects, but they do not meet the
criteria for listing on the National Register.
❑ All properties greater �han 50 yenrs of age Iocated in Ihe APE have been considered and all compli�nce
for historic architechu�e with Sectiou 106 of the National llistoric Preseivation Act and GS 121-12(a) has
been completed for this project.
❑ There are no historic properties present or affected by this projecL (fltinch nny noles or docmnei+ts as
needed)
Archaeology
❑ There are no Nation�l Register-listed or Study Listed properties �vithin the project's area of potential
ef'fects.
❑ No subsurf�ce arch�eological investigations are required for this project.
� Subsurface investigations did not reveal the presence of any archaeological resotnces.
.',1'u HalurtcTrnpzrder Pmeenl"/mm (ar.11mo� Tmmpnrinllnn £ra���us ar [bmGjrAin Ihe 100] Progrnuuunrlc.lgrremei¢
d'CUOT.treGnrala� R� Hlern�ie iUeAilzrnva Granps

❑ Subsurfece im�estigations did not reveal the presence of an}� Archaeological resources considered eligible
for the Nation�l Register.
❑ All identified Archaeological sites located within tlie APE have been considered and all compliance for
nrchaeological resources �vith Section 106 of the National Ilistoric Preservation Act and GS 121-12(a)
h�s been completed far this projecl.
� There are no historic properties present or affectecl by this projecL (dt�ach niry noles or docuinents as
ireedetl)
SUMMARP OP' CULTURAL R�SOUItCI�,S R�VIEW
6riefdescriplion ofrevie�r nc/ini/ies, res+d/.r ofrei�iei��, �utd concltrsions:
An Office of State Archaeology site file nnd Hayesville quadr�ngle check completed on March 29°i, 201 I
did not show any si�es within the project limits however, multiple sites previously recorded along the
Hi�vassee River including 31 CYd4" near its conflnence of Hyatt Mill Creek were within a one mile
radius. Based upon this information and the topographic setting, an archaeological survey wes conducted
on April 5, 201 I. The investigations were completed by Mr. Matt Wilkerson Tnd Mr. Paul Mohler of
NCDOT's Archaeology Group. T�vo S1'Ps were excevatecl within ihe APE here defined as the proposed
bridge's mnximum cross section including 5 feet beyond either side of the current 50 foot ROW along SR
1140. STP lwtis Iocated in the S W quadrant �vhereas STP 2 was e�cTvnted in Ihe SE quadi<�nt (see �he
auached map for STV locations). Of some no�e was the surface inspection of a large fresh plowed garden
plot located approx. 150' uorth of STP 2. No artifacts �vere found in the S1'Ps or during the garden plot
s�uface inspection.
STP 1: 0-55 cmbs l0yr 3/4 silt loam alluvium with water t�ble hit at base of STP.
STP 2 0-70 cmbs 10 y/4 silt loam alluvium.
Based upon �he conditions observed in the field no additionTl archaeological investigations are
reconunended, however should the project limits/APG change, �hen additionel investigations mny be
required.
SUPPO1tT DOCUNI�N'I'ATiON
See atfeched: Nlap(s), Previous Survey Info, Photos, Correspondence, Photocopy of notes from swvey.
..A'n Hlxiorle Ponp.�Nus Prreonr"I nu fvdfinor7}an�pnu�vlmi ProJams nsQimlificd In �h<i 2009RugrnmurmlcAgreeuienr.
NCOOTArdmenlns�� �@ //ievorte d�eGbeomre Gmei�v

Figure L Shovel test locations for Bridge S6 Gr�hem County.
.•A'n HGlnrlc Prnpznlee Po�asenl"l��m I��'.lfmm� Tr'nueponnllnn ProJech ns ¢raH/ird lu Ihe I007Ymgrnvrnniic Agrzemem.
NCD07'Arrlrneola�� �@ Hitmr ic drrhticrmre Ornupr

�.. / i. r.' .. . ';'3•� • ..' _ p�`: _ _
I ��
1�.''11 .' . _ .�IYL ' .
(1r:JCi�rS. � .
•I(.lC7fJ � � - Gh5 li' ! • �
i� . . ' �,�;i< ' i
,. ��;,�;; . . , (�)(Il: -?f ..,�,_I. �
. , t';
�. � �i� ii.�), ' .
. ,• • , . , ,
t. 2. r.� i1 taii r— --- ' —
� �i
! , � � h 'i, �
,
. - . ' '� %rj' _
, .� � � • ' . -i�,:.�t., ,t
. ' � . . ''�.f.{ •
.. � . � ' ._.')��.
. . ' .. .I ; � . .
i _,s`� _R11 • .
_- .��
.. � � � I �t iL . . . ' � • _ - -- - : �
. � � �'
I .' � �
� � �� . �;� ��
r;' !�,�,�•.,:�i � l,�•� �
.' . II %/
. . �
, ' , 4` 'ti��,..
`_
.I� , ii i
� IiSr��: . �;; .
�.
I (,' ATUI�I
� ' � . �;� ;,�,; t�,±
� -- s:�, ,; , . j-,r - •
- , �t:• - --
� c •
. . ' C" h'i i � �
---..__ - ---- I:{ .
.. . .. . rn:- .i. �. . . , . ..
If. __H I II��. ,•y ' IIC � lli.1!i• .�.• ^�,./ I
I __I ..i F1�1�_t�'�
- �' � IJ. 1 Q_il �r:.
f �' �J -I I. F...
� • ... .....in 'Ii'i _ �
Figure 2: Bridge S6 location on Hayesville quTdrangle.
"A'n HI mr/c PropanlrrAi•seill"( rm /m�.l /mm 7rnrupoivntlwi ProJuc/r nrQmf fed iu dre 2007 Prngmrnum�le.IgreemeN.
d'CDOT ArcAneo7ogr �Z� Hnrorlc dnAlreeuire Grnr�p�

� � ;Ai ��'i / t1 �ni� ��{y�� .� .
�`��'.. . �\, %� �' � -\.'�%11�\��• �f(�,� .,..T�'�1�+ . .�� .__ � . .
-, 1�a1•s+`a �� � �� �; " ���� . �A �
� l\`Ri_.,...,.-��� \�i. ,'� i� �� ' .,�:
� � � � ':
� l� � � r
� �i1, _ �„� -� -i': "' 1��� g - ��
,,: ` i � ��,i.,,�,.,.tl�'� ��f
, , , = '�.._ �—�r� i , i –.�
,� �� �� , ` ,,,JJJf , ._�------.,� il�ii --
� ;�i` ��li. � ..'!'��/1� ,��i '�F � ii,. � � ;�:
_,�� � . � � }: � � '
( r `� . i �`,� . `\� ,Xr"�� � e .' .
(p }�.�� . ��-� ;s/�� � -,<��1� � . �4 ���� Y{I�` - �'�i
� �� �w. i � I 1 1��4`
� � , a� .. ` .: I�,+i��� � � `��,�; �l' i � � �1���` � `. �'.�_ti�
�, . {{
� �`" � ��� ' "� ' ���il� . � � �� .� �.. �� ��'I
�r ' t. ��" �K�1�! �• � ����I �, ) .• ' f
� ' �_ � � � . . .
� � i ��� , � ��: � ��� li � .,, ,
� �.;��� �, � ,'��., ,, i � .. , I . �. , • � ��.�
s t' �4/� I � 1j �` {i �i '�.� ��
i i� �1I a 1 ' �' �' i� � i�
1 � r� ����iS�� � � �i �� "����'��� I�� ,��i�l� i.,, 1 � 11 �%� � �� . r ! S:1 �!1
� �� � ; , :;,�iZ' `�4 .'F.y��, � � ' ,�� � ,�.� �. i
a h t,, � �� ��� g' , ,
�'�¢ � i�t�l�� ' ,�� �.;� � i r ,ty,��( li ti� ' �,�, ..
�� ��
�. � ,��.,,�� . , ,�r, ,, , , ' , ,�i
�� � �� ��� ��� . � �����y�� . . � .
i �MiF 1}zi.Yi�il'� �'� . � ., � f ��� � ��S
�f.�'�'r..+ �� ke'�y`�� �yy ', iI�071�\1� � s,
J �� � � :
. . . i% ..N. . . . . ' ' y�, *4 .P„ � �, - . ' � . ;
� ? . . �-. .. ' . ' ��MR�P�I�����'�� �n �i! r' i �•h � . .. � � C � �, �
.
1 . , . �� } . .. ` . . �,,. ' .. i
7 r � '1J
, , ,
, , 1 ,� ,, , ,'�,4
� , ; , �� s ,� - � � � ,, , +
,- ;
� � :�, � I, ,'�' , � � , •. ��` ., I
� �'_ ,., _ � ' ,'��. %.. , �. ::;. __ �', . _ _ .,. , i
Photo L• Looking NG toward B-S6 APE.
.•,A'n HhiortcTrnprrti.s Pmirnf' �inr� (nrAOunr Trm�pnnnliar� Prolecls ns Qim[ fer( lri IAa 7b09 Prngrnuvnnuc Aqrzrnrsnr.
XCD07'drdmenloy�� 8� HII�oda Ardilleoure Grmrps

.��
i�y;��y, ��'.'^�{ ���_/
f" � �1' �,�
t�� �
� � �
, ,r;
1,lr'i
1.1.i` 1lF`'li,J: �.
�I��! �-lls��l�ii
�i , i
p Fl �'' � . � �i ��� . � i i � A AFf,, � , -
r4` n y
d� 4 �k'�' � � -fIA`�i�rr '�� E ." 1 ��.. . �.�n �. ' .
� '� h
� 1, � .>Y'. �r � '�f i 1� '�:
� �b.- 1 ���- 1� �l .� �� • 1 - ' .
'i 'Q` �: 1 � �1�'��� 'I�'V.
� . . . . �i . � . ,
i � r
I � �,r �\ .«�� . `� '.�, . N� � �,��, ' ' � �.:_,A R4
x_ ,p ��`
l i� � ' . � � '!� g - f
�,,, . i��i:�l � ��•.'•' � �����' . \ '�'I S'Y*,`j.,,,�t.. 'F� ��,�1 H�, <{ �yG �i
� { � .'f � ., i� I' � • . �.
� , �J
; ,�;,�t, , .�
i , . —;:: �
! ` • � '�' ' I
,.
.
� .
� ' F ''
�
, i
I " , ; ., . , ;� '
I . ' � �' � ��
Y,
1 t . �,
� ., _�. . r al � � I �� ���. 1�� .) � . I
__._ ...IL'._ ._._ . __�� .._ . . __ _ ��L�i . _ _�.!
Ylioto 2: Looking Noi th to�vard STP t located on edge of APG. Note steep elevated road ancl bridge approach.
.`A0 HlsrarlaYrnperllas Presrul"I�nu (m'.t1lum'7rnn�pnrinlia� /'rnjer/s m Qunl�ud Lr Iht7009 PragrnmmnllaAgrzemeur.
KCOOTArehnrolnb��.f� Hi�mrleAreAilzrmaGrmq�s

a � �� �a �� �7;< <�� ���
� ' , �, �� �
� � � �� � �'
; ` , `'. I�
; � � , ,;;�,
�� �'` ,�,�
I 1��,_`_-
y' ' � ==
�
� �I �� �T _
��� �,. ui� �----�
t1�,,. �
, � ����
� � �
"�
� ` � �� � �� ��J�V 't' � �>�, �f � � ' '� �' •- •�
��, � .
;- � i �� f 1{: � i
CY.` � II \1 i n pY I'` �F ',i . �I —.--�'--+��e11�n;�+�+n�!�i , -...,. �.� �'iM
� �{B(MAJ '.. / ' �t , • A. V' � ' 7 ) .� _.. . _.�j�
` el�'f ��: . 1. r { .. '. � :/ ♦ �.�
� f �y 1:/ ,��i j� 9
�t� :A L i� / i �..yi .r .. � . � ♦AiylT�,A .
'+�.` _��A � "' . � . � Ii F 1 �: �' .
Ah_�,�1 Y ' ' �1 {l �, Il
✓' p�� . �.. � � �lr / . �'�
.. �� - < ... ,
�. +.s � q... ( .
1� �-sE � � � .• . ., F �
y �
,y � � . 7`�- �` � ��� ,� �....�.� �ir= I .�, , �. � �..".A lp��, ...
! ?" -��.L . - Y I.l; . � .
i� $..� �� � .�aC���4 e'�OI�J�'s' '�"'�?+'s ' �," .
r f
ht -r +
� ° �'�� ' �`�'y';A�c t � �h . ''�F� ; � ' ��:. �
� :,; � :� ,
� � .. _ ��j' �' ' �� ' . . �. j.: ,-i.; T> �,:� •y
i n. . . �� � : �, . . ��
� i y}u v ,.� . .�. ��! ;1� t �.a i � �, -
i a '/� . , l,.., ��`� >�;�
. �� �a r )� ' at "'. � � '.. � � I�', 1 r "!�Y/�.1 �� �
�� �t .�f � �n . .c. I � ,, i. .�.� , .
' rf� 1/�{r,� , '� . . _ � r �j�' 4.'� '..,�
. 1 . � " �� . J . � � �� � � a � ��j / .�
� R s � !' ,1 ." t \'f!. `S g�.
� �9i''Y � ! 4' >�;l.;+\
'� ,' e. L . .�..i� -r: . l�ii .1.'.._ \.�J�i�•.1.k�.� —___ _•i' �hir
Pholo 3: Looking �vest toward S'CP 2 localed on edge of APE.
Signed:
Matthew Wilkerson, Archaeology Group Leader, NCDOT
Cultural Resources Specialis�, NCDOT
.•No Hisroric Pro�enlae�!'rmeN"l��m fiv,Vinm� Trnn�poun��nn Pmjerrs m� �im[feJln IAc 1009 Prugrninurnllc.lgrrenieril.
�\'COOT.Irrhnening"C //Israrlc drddrenure (3rourys
4/8/I 1
Date

Project No:
�VBS No.:
Ted. Aid No:
��
Projn f TrnrAiug Na (Ldrund U�rf
12-08-0036
HISTORIC AI2CHiC1'EC'I'UI2ti AND LANDSCAP�S
NO HISTORIC PROP�RTI�S PR�S�NT OR ATP'�C"1'�D TORM
A.=/.; r,
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid For Archaeological Resow�ces. You must consult separately with the
Archaeology Group.
14SP.20221.2
Peder�r! I IXI Yes
Proiect Descriution:
No
vroR�ATiorr
co«„ry:
Docu�nenl
Tuirrli�rg:
Perntit
Clay
MCC/Attaclunent G
State U Pederal
Replace Bridge No 87 on SR I l40 (S�nderson St) over Hyatt Mill Creek.
' ` '': .�'
ocr 3 �� zoi3
1�
SUMMARY OF IIISTORIC ARCHICT�CTUI2� AND LANllSCAP�S REVI�W
� There are no National Register-listed or Study Listed properties within the project's area of
potential effects.
� There are no properties less than fifty years old which are considered to meet Criteria
Consideration G within the p�roject's area of potential effects.
❑ There are no properties within the project's area of potential effects.
� 'there are properties over fifty years old within the area of potential effects, but they do not
meet the criteria for listing on the National Register.
� There are no historic properties present or afl'ected by this project. (Attach any notes or
documents as needed.)
Date of ficld visit: Nov. 16, 2012
On August 23, 2012 1 review HPOGIS website reveled aie circa 1920s house in the project area.
On Nove�uber 16, 2012 an Architectural I Iistorian conducted a site visit. "flie liouse at 2112
Myers Chapel Road, is 1 1925 crattsmau btmgalow witli 1 high degree of architectural iutegrity.
Further research w�s couducted on the history of tlie l�ouse. This house �vas moved to this
location in 1941 pria� to the construction of the Chatuge Dam. Discovery of lhis fact lead to
more rese�rch to determine if other houses ncarby l�ad been relocated from tlie Datu site creating
the possibility of a liistoric district Th1t tumed out not to be the case. While the house is a fine
example of its type, t6at aloue is not sufficient �rchitectural or liistoric significauce for National
Register listing. No otlier liistoric properties are present in APE.
Hlilbr(c draGlK� Inre nnJ LnuA�a�pes A'O HItiTOIU(' Pft01'H2T//9' PIUiSI:NI Oft dFP7i(7/iU fimrr/ur dli�mr 7Ynn�pmmliun PnJtaLc nc Omdified lu iAr 1fb7
/'rrogiuunnn�ir dgnanienl.
PA�C 1 OiZ

SUPPORT DOCUMENTATION
�Map(s) ❑Previous Sutvey Info. �Photos �Correspondence ❑Design Plans
TINDING BY NCDOT ARCtIIT�CTURAL HISTORIAN
Historic Architech�re and Laudscapes —lvo IIISToa�c PROPLRT1Es rlxCSENT or nrrECTEn
H�sloi ii ArJiik<linc a�ALm�d<rapct A'O /IISTORIC 1720P/i!U/li5 P2/iSIiNTOR AFF5C7'CD fiuei/ar,lllnm' 7Ynusponanmr Pro/ows ar OualifieAni IAr 100)
PoqGrmrunnllc dgraeuirm.
Page 2 of 2

Gmrmo� PA1 \Icf.rory
Sccrciary Su�an Klultz
Octobec 29, 2013
MEb[ORr1NDUbI
OaSU)LD�
�d w�^�'a
C� y��
�@Q-w�g
Notth Carolina Deparhnent of Cultnxal Resonrces
State Hisrotic Ptcscrvetion Offlcc
Itamona �I. 13a�ms, AJminist�a�ar
TO: Sliclby Rcap
Oftice of I Iuman rnvimnment
NCDOT Division of Highways
fROIVI: Ratvona M. 13aitos ��."J����' �Q^'l.uA0. �'�•`'�1.t�'
Officc o( Archires aid I lislnry
Dcpuly &crclaq Kerin f.Lcrry
SUBJF_CT: Histoiic Arclutcchirnl Rcsources Survey Re��oct, Rcplace Bridgc No. 87 on SR 17d0 ovcr Hyatt
Mill Crcek, \�/I3S No. 14SP.20221.2, Clny Cou��ty, ER 73-2086
Thank you for youx subinittal of Septembec 12, 2013, transnutting the above sutvcy repoct ��le apologize foi
tl�c delay in ouc responsc.
Por the puipose of compliance �vidi Sectio�� 106 of tl�e National Historic Preseivauon Act, we concur with the
report's recommendauo�� that nt tlus [ime, barring addiuonal i��fonnauon to tl�e contraty, the West House
(CY 0047) is no! eGgible for listing in the Nntionnl Registec of Historic Places. Bcidge No. 87 was dcternuned
�io! eligible ii� the 2005 NCDOT Histoxic Bxidge Inventoiy.
The above couiments are madc pursunnt to Secuon 10G of the Natio��al Histoiic Pceservauon Act and tlie
Advisoiy Cou��cil on I listoric Yreservation's Regulations for Coinplia��ce �vidt Scction 10G mdified at 3G CFR
Part 800.
Thank yoi� for your cooper�uo�� and coc�s-ideration. If you liave questions concerning the above coiument,
coi�tact Rence Gledhill-E1rley, enviro�vnentnl revicw coordi��ator, at 919$07-G579 or ecnee.gledhill-
carley�ncdce gov. In all fi�hiee comnw�ucauon co��cerni��g t6is project, please cite tl�e above ieferenced
tracking number.
cc: Muy Yope P'urr, NCDOT, mfurxQ��cdot.gov
Clay Griffith, Acuic Yieservnuon Setvices, cgriFfith.ncme�g�v�il.com
Iuamion:1091±es�JonesStmc�,RvlcighNC27G01 AlailingAddress:4GI7Nad&miccCenicr,RaleighNC27G99.4LV Teicphone/Pam:(919)&1]-G57U/80]-6599

HISTORIC ARCHITECTURAL RESOURCES SURVEY & RECONNAISSANCE REPORT
State-funded Bridge Replacement Program— Division 14
W BS # 14SP.20221.2
4. Elouse, 2112 Myers Chapel Road, view to southwest
5. House, 2112 Myers Chapel Road, fasade, view to west
Acme Preservation Services
November2012

NO SURV�Y R�QUIR�D FORM
PROJLCT INrOILVIATION
Projec( No.' Bridge 87
li'BS No.
F.A. No:
14SP.20221.2
n/a
Fe�(errd (USACG) Pernri� Reqrrn•erf?
�', i�
�ti �
Projrc� T�ncki��g i\'o. (lnrenm! Use)
12-08-0�36
Coruity: Clay
Doc�nneir[: Mininwm Q iteria Sheet
Fru�ding: � State ❑ Federal
� Yes ❑ No Per�nr�Type: NWP 14
Projec! Descrrplion: Rep6ice B�idge N87 orer H�mll D1ill Creek ou SR1140 (,Nj�ers Chnpel Rd) in Clny Connry,
Nor!/i Cruoliun. The eris�ii�g snuclure u�ill be repinrer! ivlU� n �ei��jorced bos cnh�e�l on U�e e.cisli�ig locnlioi�. Tlie
proposed cons�nrctloi� ejjor� tvrll u�!(ize m� ojf-si�e de�o�n di�ring co�is�rncr)ou ncuvi�ies Nreieb}� niiiiiniizii+g Uie
eJjec�s m Ure srrrrorrndi��g Innd surjnces. The consuncrlou joo�pri��1 is rn�fikel�� !o erleud heyo��d tl�e e.cisling
di�de-lii�es. TGe nrclmeologicn! Aren ojPa�eu�in( Ejjec�s (APC) jor Ihe projeN nicnsn�es 400 jl. in leugUr (200j�.
jront each b�i�lge eiul-poi�i!) b)� IOOj/. tn ivid/G (SOj�. ln�ernlly jro�u ench side ojU�e SX I l40 cemer-liue).
SUMMAI2Y OF CULTURAL R�SOUf2C�S REVI��V
Briejdescrip�ion ojreniciv nc(ivilies, resid/s ojrevieiv, mrrl ronc[nsiats:
A map review and site file search conducted at the 0(fice o(State Archaeology on Tuesday, August 7, 2012
determined that no previously recorded archaeological sites are located within the bnunds of, or directly adjacent
to the Aefined APE. This review did document the location of six [6] prehistoric archaeological sites sihiated
nearby, �etween Chatuge Dam Road and [he Hiwassee Rivcr, nm�[h o( [he current project area. Recorded by
Western Carolina University under conh�act with the NC Division ofArchives anA Histoiy (Dorwin 1975), the
nearby sites consisted of multiple cultw al oceupations, typically ranging (rom Archaic to Late Woodland in
antiquity. Due to factors of erosion and other dislurbance, only one site (31 CYh2) was recommended fm�
excavation and data recovery because of unmodified groimd surfaces and intact sh•atigraphy. Because of a
pronomiced and endw�ing prehis[a�ic occupational element in die immediate area east of Chatuge Lake, a
moderate ro high potential exsists fm• the recove�y of prehis[oric artifactual material in the vicinity of the Qridge
No. 87 replacement area.
Historic sh ucture locations reveal patterns of settlement and occupancy across a landscape. These impm�tant
resources, and the archaeological deposits often affiliated with them, aid in disclosing muted his[ories and
fm�gotten details of past lives. Examinatlon of National Register of Historic Places (NRHP), State Study Listed (SL),
Locally Designated (LD), Determined Eligiblc (DE), and Surveyed Site (SS) properties employing resow�ces
available on the NCSHPO website concluded that nmie of the aUove designated properties were located within or
directly proximal to the APG.
Topographic, historic, and USDA soil survey maps (RIu1), aerial photographs, and historical/archaeological
reference materials were inspec[ed to appraise environmental, cultural, and other factors that may have led to or
resulted in past om�pa[ion within the project limits. This wm•k also assisted in assessing the level of modern,
agriculhu�al, hydrological, and other erosive-type disturbances which may have previously desh'oyed or
dismantled unknown archaeological deposits or feahn es within and sm iroimding the APG.
BriejExplann�ion ojivley llre nvni/nb/e iuji�rnm/inn provides n re/inble bnsis jor rensnunb/y predicting Uml
t/�ere nre i+o rud�lenlifred hisl�ric properlies i�r Ilre APG:
Since the construction effort is diminutive in scope and currently proposed as an in-place replacement, the
projec[ is not anticipated ro impact the areas beyond the existing and dishu�bed righbof-way. Therefm•e,
signiFicant cidhu�al Aeposits eligible fm• listing on the NRHP are wilikely to be affec[ed. However, a relatively high
probability exists for the documen[ation of archaeological sites and recovery of potential da[a within the ground
sur(aces directly outward o(the defined project APG limits. So Iong as the culver[ ins[allation work does not
distw�b the areas beyond the existing ditch-lines, no further wm'k archaeological inpu[ will be required. If new
location, an on-site detour op[ion, or other ground disturbing activities outside of the present APE become
"No Sumrl' R�'0����rA"/orm/or A/inor Trnmponmion ProJr�n �v� Qunl/eAin tlie 700] Progrmnmmic dgrrrm<-nr.
h'CDOT Aahn:ology d Fli�ronc Aid�in�aure G�oupt

necessary, re-submittal of the projec[ specs to Ihe archaeology group will be appropriate and an imfield
subsw face survey will likely be prescribed. As currently proposed, no (urther work is recommended fm this
rural, state-funded bridge replacement
SUPPORT DOCUMENTA'I'ION
Sce attached: � Map(s) � Prcvious Survey lnfo � Photos
❑ Photocopy of County Swvey Notes
TINDING BY NCDOT CULTUI2AL RESOURCES PROTESSIONAL
! NO SU2VEY REOUIRED'�
Resources Specinlist
❑Correspondence
..No Sun�ey Requirrd"/mm Jor7Jinnr Tnmr�rmtirm PrnJr� fs nr p�ml f rJ m Ilrz S00]Yrogrmnmam Agrrrmenl.
NCDOTArthnzaloFl� A� Humric ArdNroure Gm�pt
Date
Z

�
�
0
�
w
a
m
s
U
�
�
T
�
O
�
�
a
�
�
0
Y
N
�
U
�
�
�a
�
2
d
0
n
�
N
�
V
m
i,;
; ;,S
y�
1
�y� ht'
" „�
C
�. '
;
j
:i
t;
�t
` ,'.I
�+ :,
�f ,
,
„
-�::..� ;
;�,:; ;,
; ,
;' i
j • .��,;
,' 1
,
{
,
�
:j
v`
�
�
.�
�
a
�
:;
n
;�
,�

�i �� , " ;: . -, ...•�, _
, . ' � y','� iv�
�� � \� � �;M�;�, �3•� �i,
��; ,, � �: ,. . � . �_ ,,� �. ��.
. , . . � ��s. . � .
, �. ,�.
' � , � `� �,'` �� '- �` � ;�'
, � � �
� � � . ��,y � i 7 ����
,, H � � . � ` � �`^� z.:�. � �,
�,�•' �' ,� �• A ,,' /� '•li ,
,• j
'. _.� . 4 : 1`• , , . .�
�.� � `'i
! ' � 1 �.S i
. _ ./ � ` , � �
j k�/ ., ,1 � ���� . �./
,� ��_ 4 �
I 'r
i . . �� �. .. �;i.
Gl •. , ��' ^ , �, .
. l,�d.Tu• � � / � :. .
'N � . ' . _ � ' .�_� . . 1a� j� '' �.
� i :
/ � .: �
�, - � . � � . " � �• ; � ��.,,j� �
� � , ., +..
_ �,' ��' �� .i , ;?
' �P � ,�•, i
o. � • _' '� �
� . n �• ,., ;i,.
� ' ' ' , ' � -. �7_ '+r
� , , �,;,:r
Y.
c�6 �� � .alti' - : . ,:b �.rvi � ' 'r;;'1=j!��
-.v
j. � . � • .i,r
7 � III�J�' . .�\ �;. � -r� �
(n ]� i•�.:i - J� / / .��1'i_1
(� �; ' . , - y' ` yL ; I'.+.
fn - �•�� . i' �., '
..` ' k ,
= al � .'li .r ,, � ' f% ��,
� f �; i �:- . �. . � � ti, {�. . � • � ..!
1 �.
� ., l� �� r. '� M1 rw: S 1
f A ` r �
, � / ;..
� ..� . ' . n'�! /.t � �Li i. ��f .. i � �
�� 1 r ,�/� -{. I f
1 � • �� k�PTr'l� . � i " 'S . /. . "'• • �
I
m I � ., . . . � � � , • r .. •
�. (R1� ' , �� • � � i
� .A � \
1 • . ��I � '
151 '�' . i \� • �.
, � � G .� ' •� ••r� � �/ ��
� �i' �?:'0.' ,�� �� `�` `;� � l f�',I
1 � "I �. � . . . .I� ' �
I . . �� T ' � . � . , �
�•' �i
.�._, i
/ �,' i . ' �}.. �
. � �... . . . � .� C . ' . i ,` 4
1. .y ��� i,`�� ';�•.; . � a
r� V ,• �
y:� � � �.��_ . ; , _
q ' �t .
4' � �:'- i i � `, I,
��•I , � . ' . . :•�' �_ ,
� S 1�

RhA Reddies loam, 0 to 3 percent slopes, 1.4 57.1°/o
frequently flooded
i�� �i��p�:�r��e�,y 9�iu�,�., ���� �, .�.,� a��w;u,�.
,olut(u�y w�d(�-�!/a,��;,2�1-�f2"�y���a�'�'` ;
�

Y Y
- \ <� �_ �% _ . .. '� '� .,a. o l 6 ve �(� �' , % -- �_� � . U_ � "
� o - <. ' , �%� n � � ; � /i _ ) . .
` i �� � � HJm� � ' �� �� �� �� � �� � �
� a� _ ' - � � \ � '. r�.✓���:� y� .��.
� r, � � � ` � � Cov � . \ � . / � r-✓�i�// 1, . a �
� � \ �� � .-. � - � :��de s � � � ' VA . � -�Ji � : _ 0 . �/�. '
♦�
�
F r'
�� \ . , _ . � 1 _
-� ,', if '�.� N�ov_�c�, �.,� . - � '� - � ` �,�� . ,0 . ..,�� � �, ����; � . `��;
' �lt1f92�'7r/�5.nd son8r.e4e,� // �� 1� ` i� ' i ., _
� Y '/�\ � I^ P� �� 1w� �\�� ��` �J�� � �,
jjj� c� I\r
-. � .I� � . � �/ • � � '������� , ,. A � �-�, � -, � ✓ . 1191y
�� �� . /� % "� �\. \ .. . . ^ / ` � 1 / . ` vo'�' ,_ .-_ _,,
. i �,- � � \\ � .. �J� � �. � (/ V'. �� �l� , � , , _
N � � �� �\ `' i \ �- ���
� o i �- /
V ! �5��� ����\ ���1 �,,i. ' � �. � � � � � � `z000�^ ��� ,a� ,�� � � � o / �. ,
n tW_ � r. �i" , � �:/ % � • � . . .� � � `o�: o - . C�
o r � � � i , r � __ �l_o^ / �� . ,
U Fn ' � �
� �r��zit � I�'< HAY�S�LLE ' `�J � ax�sT � � _ � -
�. Ifz � �h i (U$I'iS"1900A) � � �Oa� � � � . � - � � j� � �
/' � � �_� _. i��' /% - . �A � �\��' � .� . ' �
/.� �I�.� \ (1840) � ��x' ,.i //� 3I
� � \ J
� � ��'a�m�� }� ..X �V �. �'z. ��� . "/ ,r���' �.- .� Cr ' V� � , �i
h�� o�� ���`�j/ ��`� �..,�� ,A�� .- �� � E10i�roo �'" i� ' �, "�.� ) _
�11P 1 � �.,i�` �� �ptu4 � � � �C� ,� �� ' b � �RY- . ��Y� J..���' �I
183V \� �Y Hg � � � � � C� —
SawaCe_V�tq�-'t �� � � - � � ��f � 'q � � -
` � �:;a�i .\� -„-�J
�.�i�' d os�jtqTanL � , / . I..� � - . .
1 . .��� �� � ` ,� �l � � ��_
�\1�4 � 1� Sy ��/� ��.✓ ' ..1 � .i"/ ` /� _ *�'T��PM�2186s ',5� �- /�/ � � /�
�-'� \ � �� v G
j 1�� AIM�iC'�'i� 1 \ �4� � � 48ab 9 \ ^�.✓Of�� `/�/�7 $, ul o�
/ �i � �
� � I � .�f� \ ' �/ ..: � ` oy�.�. / J_ ti� ReeaT� J�.�,�dT�/"ic
.: n � � / / �:� i � % � °"/�/ � (�� � , �� �' j ir � ,� • qn.ia �� -
� � I�t �� �Ora{o�s �i/ . �� _ \ �t.1 IP 7 � f 5 � AO � i � f � � 2
.i wu �,� i �/.�� � �<og� �, � J i � i r �� . ifl�?��k FQes� ci _ 1 �1��`-� 1 � � ` .� . �``/ S��� �.
� `•� %nrve u� \ . ' � ... ;. . i -- /i\ � / � I/i�
� — �� � �/95< �� '� � � I ' / -. 2n �� \ i� /'1 �I� . �
� � � q� � , �a ��� \ � 1 �ga59 �� �/� � � � � _ � � �� .��-, ol6ous� f �.� � l
� U < �� � � .�HiN. . �//� .� •\'-
c a �
�i%r �p, - \� �t�. \�/- � _� �," � �o � \ -)��I\�� `\\ ;/i� � \.� \-�'
',�a�ia o3� J �' c _' /� : �. . _ ,l ,� �, � .
�. )�86 . . � � ���r.� Hn��3 . � - _ � �`- � � � � �),i� �>
S� ., i i i � s, . � � � . '� � . � i
�,,; / i
i/ � / � � n/—' `� ��� ''� / �;. �)� � i .�`� i �� �p� (�� - �
��5�� �'„�' ` ��� ��� � \��- �����m�(e .�^� // . �-'Ll o�rl� a �-;�.
' ✓ . / ( 1�� t i / � LIeC 4 `�.
$' �Eabui �H ���s' ' l� r � 120 , - �.�.� 1�� _�'�� ;.
�' � � {1 i r d � � O1�I /' �•
Blatr r ✓' � l�o� � �� � "-- � � - o � . . � , t
1 �' // � �. :. ��;� . , � � � ((li 2) � \ �� �� ��PJ2 i �'�� �
� : �-�, .r��, ;�lH� � � . � �� a i"
�,�, �" � J.� o
� : _ � -� �/��� � l �. �.� ,� � �, ;} 7 , , , ,
�l � � �.l 'S� . . � \ �\��� `_' /•/���� "� � ��43�.1SaJadle.ar�� =r-1 j..
� � �, � \ , ��/ /,'. \- j ` \ � I,`� %I! 3 i '\ � ' \,\' � ,'/ _- � ��1 ' `' � �_r
� � , . � �
� i �) � i ' t` � /� � �� ' � ��ates Ilt Gem ; � � � �
\ (�' / - . - � ",� ' U . Bamard � �BFt-IH.LC l50 � - '� .
� � � 1��/� I I i 1-_,'�` / �� � � \ ; i � 8�3 � ntl ( �1$98 � "/ �`- � p� �
� � .��1 �i _.� � � ' �' i�., t /� � i�V..eeleDo,�'l ��_il� ) � s�19 M
-�-��� i : � •�/� - , / ��� � � � 5 i;'•� '� �'� � VA/� . uc
iv 9i ' �_, Y � \ � . / �" z � / 9 ,•� � � . - � ' , ;m .
1JJJ � �� -' i , � '� � i /A i � .
� � ' ' �_. /i _ � .,� . � . � .i �n . , ._ -.
� ` o°° � -�la"s�r ;�� i� � � i � ei.�6�'�� . ,� , ,.
a \l. .• � �- ��\ .�����' �f �'� �. , � , CHATUG�DA�.- v . ,\. t�J _ F / �� �
���. , � � � � � _ . " ll� � �0h1 HrIK 16 � "� I A _� �� �, Powt ��lak, t �/ �
� , � nea�! � I'�, �i 9„�. \ P`
` .� � ;> �
, �
4�v�.J1 A�2P e Gro � � � � � � �� �A � � .c . / _ � ��� � U �
g3 }� l urcn - '1` `- � , . _ �� ` .
+
/
� �� /... . / /i I�� � i MileO\ ��.
y, � ��, . . . '� _ J� . .�, ' . , i '%2en��l ��'d � � � . � " �
�� , � � � -/ o`'� l I � � � '. [in� `!'.(�Is'a"�"i� �J !`.. /)� S
\� � �. � �, �., � .��.� �� l _-..J,/ � .- 193T�. _�$�� ,i92 �\`)Ja�w (..
o t S�
B!A•IP95 " �° � . i _' ; , �� F,`( t �ond�
Glbby Island � ��� �. �' �
i984, -� . _ : ; �� �� . _
i _�'�' 4. / P. �� -�
�, shc':eNa� ` : _ G , , .
� _� ;, . - . . . . �. �fe q � . ( . '-� ,r����.
�- -V .. ��y� ,}�,p �� SadJl?'�m t� � ��V� %. _ ' , � '- - SA a¢elrealmenf.'
_ . o r /� �9qf.LRwJ6 I ��b`P� .' , �p dca'- - . _."... '
/_" V1431'� � 1 .' A/. , .
� \ . � 'LI +. Qm ti 8id CSR 1 P , . � ��PV
\ .' . . . � 19.i5. _-.�'- .�i�� Plph
V d � Cf.AY - // "� r� iti ,I c � � 1 _ �� .. �a
`�8922�t4�139 !i� � 'f.�o� � .l' � I..�� COU�,�TY . v `i <. / .�.. _' Ch
� ) L � k,
� � _ � ��^� � . �� �� / ._
\ - , ` .. i. � �,J . PARK .- . MilB I � '= fFl .` � / r`^_' '�\ .
122 % ^ .
/_,.���,-� 1 . . � -::j / � � � I� I c> `l.l 3 q -J ` J � d ' �v ,
'�% i I � � �', l�.\ { l,.-�_ . / '
�. l � :.� � -� Lc'mnn i � i � �.
� �% ' � trmstr��q0o�. Corz / N jd[AHAL-9cNe�IIONAI.FQR��:�.,
i � %� �' � - 611 HI:1K 18 ��•9_ .�', � �/ .�. .
� f IP�92. - � t.h�n?� � ,� � , i
1973. , od:1 H 1K 3� -;� 817 R71( ]6... . 9i�s! 791Z- . ... 5tt CSR'ln '�� � Btrcr !f . r.i
��. ?032� ) 201^ �.>• i r�'�9 n.. .' 79 i/ � Coie /�` l� I
_ �. '1 \ , /, "_�- . - )

Bridge 87 - Clay - 12-08-0036
S:
�..:�: . ..
. �
„ j. ,:��.��:. ,�:.,�.,,,
•` . „'CIAY ... ,
'nv,c.v� v...... _ -
� :''-�y�_`�'�'�F
I�
.x.sr
a«:.��r.,.. -:ve
f{ •�
n. i
� �!� .� . ' � ,I
Ccq)�Y�tl 4011 Eftl.AI i43Hs tnwcd. 4W E Rug 8 M1212N:]6 PI.1.

�- . ��•� /ii?�_ �r�f
, . '�JR;
.� � ��•.t`. �
Y' . �3��'0'"�' . .:'�
.r_y .
�.'�- � � ���
f4 . -` .
t' , !Y �` .ti�:� �
� r'�'' r � ..
.,�„c . . : � ++J..
�� •
f 'tr; e�� f:�
.. . Yy!
� � d s '
.c.. t t1 � �`j�'
�'� " _Il�r i �w J'�•
� � �'
' , `.i r u �S".
s.
^3_'�� ' 1� :�.
h � �i'� !i�
. .x ►
-�9 K_ YY�-' � .
� �' �
� . '�'i ' , r.c \<-,y .
� {� j� � + .
'' " "
�� • %.
�� ��1y. �
� . .'.��'•.,
i�
.'
_ ; . �� -
_� `.: �