20140256 Ver 1_Application_20140314

Corps Submittal Cover Sheet
Please provide tl�e follo«�ing info:
1. Project Name: Bridge 207 on SR 1313 (East Fork Road)
2. Name of Propei�ty Owner/Applicaut NC Department of Transportation
3. Name of Consultaut/Agent: N/A
'Age�it authorizntion needs to be attached.
4. Related/Previous Action ID nuuiber(s): N/A
5. Site Address: N/A
6. Subdivision Name: N/A
7. City: Dillsboro (Savaiuiah Conununitvi
8. County: 7ackson
9. Lat: 35.28763° N Long: 83.23809° W (Approx Project Center)
10. Quadrangle 1�'aiue: Svlva South (35083-C2-TP-024)
11. Waterw�a}': East Fork Sa���iui�h Creek (Class C Tr)
12. Watershed: Little Tetmessee River
13. Requested Action:
X Nationwide Permit # 3
Geiieral Permit #
Jurisdictional Determiultion Request
Pre-Application Request
The follo�ving iuformatioii will be completed by Coips office:
AID:
Prepare File Folder Assign number in ORM Begin Date
Authorization: Section 10 Section 404
Project Descriptiai/ Nature of Activity/ Project Purpose:
Site/R�aters Name:
Keywords:

PAT MCCRORY
GOVER\OR
a�
��,r� �
a...�
STATE OF NORTH CAROLINA
DEPARTNIENT OF TRANSPORTATION
March 14, 2014
Ms. Lori Beckwitli, NCDOT Regulatoty Project Manager
U. S. Army Corps of Bngineers
151 Pattai Avenue, Room 208
Asheville, NC 28801-2714
ANTHONY J. Tr1TA
Secaernrzv
Subject: Nationwide 3 Permit Applicatiau
Replace Bridge No. 207 on SR 1313 over East Fork Savannah Creek
Jacksou County
WBS Elmne�tt No. 17BP.14.R.63 (DWQ Minor Pei•u�it F'ee �240.00)
Dear Ms. Beck�>>ith:
Thc North Caroliva Department of Transport�tion (NCDOT) is proposiug to replace the subject
bridge. Tl�e esisting 12' W� 16.5' L timber bridge needs to be replaced due to deterioratiou and
insufficient width. The proposed replacement structure will be a 24' W s 35' L x 21" D cored slab
bridge on a 90 degree skew. .Sn on-site detoiu• will be constructed diat �vill utilize a temporary
bridge upsh�eam of the etisting biidge. A small uunamed tributaiy to East Fork Savamiah Creek
currently flow�s beneath the road tl�rough a 24" s 50' conugTted met�l pipe. This culvert will need
to be relocated aud e�teuded 38 linear feet.
I am enclosing a PCN application, Rapauos Jurisdictional form, a Stream Quality Assessment form,
plau sheets sliowing tlte proposed work, a marked county uiap, a USGS quad map and photograpl�s.
The North Carolina Natural Heritage Database was checked for records of tl�reatened and
eudangered species. The database lists 53 species for Jacksou County that have federal status. The
sicklefin redliorse (Moxoslomn sp.2) is a caudidate species for listing. Seven species, Carolina
Northeru Flying Squirrel (Glaucovr��s snUrinus colorah�s), Lidiana bat (�l�t��olis .ro�(�dis),
App�lachian elktoe (A/nsmido��tn rm�enelinna), spruce-fir moss spider (�llicrohexin•a montirago),
small whorled pogonia (Isoh•io medeoloides), swamp pitilc (Helonins bidlnln) and rock gnome
lichen (G�moio�lerma Irne�u•e), are listed as eitl�er tlu�eatened or endangered. The Indiana bat is
laiown only fi•om historical records aud the U.S. Pish aiid Wildlife Service does not eonsider
Jacksai Cotiuty to be an Indiana bat couuty.
Tl�e Appalachian elktoe is the only tln•eateued or endangered species that has records within a flve
mile radius of the projecL These records �re witliin the Tuckasegee River, which is desiguated as
critical habitat for tlie Appalacl�iau elktoe. Tlie closest record for the Appalachian elktoe is
approaimately 7.6 miles downstream of the project in the Tuckasegee River. The sicklefiu redliorse,
Fourteenih Division OOice
'felephone: (82R) SRC-2141 253 1Vcbster Road, Svlca, North C�rolina 28779 Pas: (828) �56�40d3

Bridge No. 207 — Jackson Count}� Page 2 March 14, 2014
a candidate species, is also found in tl�e Tuckasegee River witliin a five mile radius of t11e project.
East Fork Savamiah Creek is not characteristic of habitat for the Appalacl�ian elktoe or the sicklefin
redhorse.
The Caroliva northern flying squirrel, the rock gnome lichen, and spruce-fir moss spider are species
that require relatively high elevation l�abitats. The elevation at the site is Tppro�:unately 2780,
which elimivates the potential for tlie Carolina northern flying s�uirrel and the spruce-fir moss
spider aud significantly reduces the poteutial for the rock guome lichen. Although the rock guome
lichen typically occurs at higl� elevations, it can occnr at lower elevations where there are suitable
habitat conditions.
Tlie rock gno�ue lichen is limited primarily to vertical rock faces where seepage water fi�om forest
soils above flows onl}' at vety �vet periods. lt appears the species needs a�noderate amount of liglrt
bnt ca�uiot tolerate intense solar exposure. The species appears to be restricted to areas of l�igh
liumidity, either at high elevations, wl�ere it is fi•equently batlied in fog, or in deep gorges at lower
elevations. There was no vertical rock substrate observed in the area to be affected.
The terrestrial habitat at the project site lias been disturbed due to single fauiily residences, State
Roads, private drive�vays and tlie bridge. The project was checked for potenti�l I�aUitat for listed
species ai July 1, 2013. No stainiug or guano �vas observed on tlte bridge structure and I�aUitat did
not appear to be suitable for small whorled pogonia. Additionally, wetland habitat re�uired by the
s�vamp piuk is also lacking at Uie site.
The project is limited in scope; tlierefore, tlie potenti�l to affect downstream habitat is mini�nal.
Erosion a��d sedimentation control measures will be iinplemented to fiutlier minimize the poteutisl
ro adversely affect downstream aquatic habitat. No tlueatened or endangered species were observed
dm•ing the field scopiug process and habitat appears to be lacking at the project site. For these
reasous and those disciissed above, we recommend a"no effect" determination for tln�eatened and
endangered species.
Tliis piroject w�s reviewed by NCDOT's I-Iuman Enviroim�ent Unit iu 2012 for potential affects to
historic architecture and �rchaeology. The project �vas surveyed for both historic arcl�itecture and
archaeology. Based on the siirveys it was determi�ied thei•e woulcl be uo effect on the respective
resources (see attached SHPO forms).
NCDOT best management practices will be used to mini�uize aud control erosiai aud sedimentation
ou this projecL The construction foreman will review all erosion control measures daily to ensure
erosiou and sedimeutatiai are being controlled effectively. If the devices are not fimctioning as
intended, they will be replaced innnediately �vitli better devices.
Impacts to Waters of tl�e United States
East Fork Savannah Creek (DWQ Class: C, Tr) is sliown on tlie USGS topographic map as a
perennial stream. 'I'he chaimel is well defined with a sabstrate of boulders, cobble, gravel and sand
is approtimately 10 feet i�� width. The stream has sufficient flow to support rainbow troiit aud otlier
aquatic life. East Fork Savannah Creek flows approaim�tely 2.8 miles to Savlunah Creek which

Bridge No. 207 — Jackson Couuty Page 3 March 14, 2014
tlieu flows approaimately 4.7 miles to tlie Tuckasegee River. The Tuckasegee River uieets the
definition of a Traditional Navigable Water. For these reasons, we believe East Fork S�vannah
Creek and the imnamed tributaiy are Relatively Permane��t Waters aud are imder tlie jurisdictioii of
the U.S. Army Corps of Engineers. In order to construct tl�e project, it will be necessa�ry to impact
���aters of the United States in the Little Tennessee River Basin (HUC 06010203). Specifically,
NCDOT is requestiug to replace Bridge No. 207 in Jackson County. Listed below is a sumuiaty of
the proposed impacts.
Site No. �xisting Conditim� Proposed Coudition Net
Im acts
Site I 12' W x 16.5' Zq� W x 35' L Cored Slab Bridge 0
Timber Bridge
Site 1 A Pree Flo�ving Stream Imperviotis Dike and Flow Diversion 55'
TimUer Eud Be�its aud Remove Timber End Bents, E�cavate Road
Site 1 B Road Fill Fill, aiid Place Riprap Bank Stabilization 30'
Site 2 24" a 50' CMP 24" � 88' CMP Slightly Realigned 38'
Site 2A Free Plowing Stream Impeivious Dike and Plow Diversion 90'
Total Permanent Stre�m intpact — Culvert �stension 38'
Total Permaucnt Stream Iinpact fm• Riprap Bank Stabilizatim� 30'
Total Temporai�� Stream Lnpact for Lnpe���ious Dike and Flow Diversim� 145'
Permits 12equested
NCDOT is hereUy requesting autliorization under Sectiou 404 of tlie Clean Water Act to proceed
w�itli the coustructiou project outlined above. By copy of tliis letter, I �m asking Ms. Marla
Chambers, Western NCDOT Review Coordinator, of the North Caroliva Wildlife Resources
Commission (NCWRC) to conunent directly to you coneerniug Uie 404 Nationwide Peciuit request.
I aui also requesting authorization uuder Section 401 of the Clean Water Act ii•om tlie North
Caroliva Depaitment of Enviroimient and Nahiral Resources (DENR), Division of Water
Resources (DWR). In addition, I aui asking Ms. Chambeis and Mr. Ben DeWit, Roadside
E�rviroimieutal Field Operations Engineer (NCDOT), to com�neut directly to me concerning Uiis
permit request.
If you have auy questions or need additional information, please contact ine at [phone] or
Mr. Josh Deytou, P�, at (828) 488-213 L Your e�rly revie�v and consider�tion will be greatly
appreciated.

Bridge No. 207 — Jackson County Page 4 March 14, 2014
Sincerely,
_;�./ �`, �� � )
, ; � : �,�,,,�� �/ - ,
. , «�
Mark S. Davis
Division 14 EtrvironmentTl Program Supervisor
Enclosures
cc: Ms. Amy Chapman, Division of Water Resources — DENR, Raleigh
Mi•. Kevin Barnett, Division of Water Resources — DENR, Aslleville
Mr. Jason Mays, Biologist, US Fish and Wildlife Service, Asheville
Ms. Marla ChauiUers, Western NCDOT Revie�m Coordinator, NCWRC, Albeiiiai•le
Mr. Josh Deytou, P�, Division 14 Bridge Mauagefnent Eugineer, NCDOT, Biyson City
Mr. Ben DeWit, EI, Roadside Environmental Field Operations �ngineer, NCDOT

O��F NI ATF9OG
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O�ce Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Consh•uction Notification (PCN) Form
A. A > >licant L�formation
1. Processing
1a. Type(s) of approval sought froin the
Corps: � Seclion 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 lhe Corps? ❑ Yes � No
1d. Type(s) of approval sought from lhe DWQ (check all lhat apply):
� 401 Water Qualily Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Qualily Certifcation — Express ❑ Riparian Buffer Authorization
1e. Is this nolificalion solely for the record For lhe record only for DWQ 401 For the record only for Corps PermiC
because wrilten approval is not required? Certificalion:
❑ Yes � No ❑ Yes � No
1 f. Is payment into a mitigation bank or in-lieu fee program proposed for mifigation � yes � No
of impacts? If so, atlach lhe acceplance letter from mitigation bank or in-lieu
fee program.
1 g. Is the project located in any of NC's twenty coaslal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is lhe project located within a NC DCM Area of Environmental Concem (AEC)? ❑ Yes � No
2. Project Information
2a. Naine of project: Replace Bridge No. 207 on SR 1313 (East Fork Road) over East Fork Savannah Creek
2b. Counly: Jackson
2c. Nearest municipality / town: Dillsboro
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or State 176P.14.R.63
Project No:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportalion
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if Mark S. Davis, Division 14 Environmental Supervisor
applicable):
3d. Slreet address: 253 Webster Road
3e. City, state, zip: SyWa, NC 28779
3f. Telephone no.: 828-586-2141
3g. Fax no.: 828-586-4030
3h. Email address: [e-mail]
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify: N/A
4b. Name: N/A
4c. Business name N/A
(if applicable):
4d. Streetaddress: N/A
4e. City, state, zip: N/A
4f. Telephone no.: N/A
4g. Fax no.: N/A
4h. Email address: N/A
5. AgenUConsultant Information (if applicable)
5a. Name: N/A
5b. Business name N�A
(if applicable):
5a Streetaddress: N/A
Sd. 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 idenlification no. (tax PIN or parcel ID): NIA
Latitude: 3528763 Longitude: - 83.23809
1b. Site coordinates (in decimal degrees): �oo.000000� (-DD.DDDDDD)
1 c. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to East Fork Savannah Creek
proposed project:
2b. Water Qualily Classification of nearesl receiving water: DWR Class: C, Tr
2c. River basin: Little Tennessee (HUC 06010203)
3. Project Description
3a. Describe the exisling conditions on the site and the general land use in lhe vicinity of the project at the time of this
application:
The overall landscape is primarily deciduous forest with some single family residences. There is a single family residence
in one quadrant of the bridge. There are open maintained grass areas in two other quadrants. The vegetalion in lhe
remaining areas is primarily deciduous forest.
3b. List the total estimated acreage of all existing wetlands on the property:
None
3c. List lhe total estimated linear feet of all existing streams (intermittent and perennial) on the property:
N/A
3d. Explain the purpose of the proposed project:
To replace a structurally defcient and functionally obsolete bridge.
3e. Describe lhe overall project in detail, including lhe lype of equipment to be used:
Traffic will be detoured on a temporary bridge upstream and adjacent to lhe new bridge footprint. An impervious dike,
sand bags, and diversion pipe will be used to divert water around the bridge to remove the old end bents and for lhe
installation of the 24" culvert under SR 1313. A single span 24' W x 35' L x 21" D concrete cored slab bridge will be
constructed on existing location. Some minor approach will also be required. To to the tight site constraints lhe project
will be phased constructed. Typical constn�ction equipment to be used includes: track hoes, dump trucks, graders,
cranes, road paving equipment, various hand lools, pumps, sandbag cofferdams and diversion pipe.
4. Jurisdictional Determinations
4a. Have jurisdictional weiland or slream detenninations by the
Corps or State been requested or obtained for this property / � Yes � No ❑ Unknown
project (including all prior phases) in the past?
Comments: N/A
4b. If lhe Corps made the jurisdictional determinalion, what lype � 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 lhe Corps jurisdictional determinations or State determinations and atlach documentation.
N/A
5. Project History
5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown
this project (including all prior phases) in lhe past?
5b. If yes, explain in detail according to "help file" instructions.
N/A
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
N/A
Page 4 of 11
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 projecl (check all that apply):
❑ Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If lhere are wetland impacls proposed on the site, lhen complete lhis queslion for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiclion
number — Type of impacl Type of weUand Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem ora T
W1 ❑ P❑ T N/A N/A � Nos ❑ DWQ N/A
Wz � 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. Tot�l Wetl�nd Imp;icts N/A
2h. Comments: N/A
3. Stream Impacts
If there are perennial or inlermiltent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all slream siles impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Slream impact Type of impacl 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 Bridge East Fork � PER � Corps 10 0
Replacement Savannah Creek ❑ INT � DWQ
S1A ❑ P� T Flow Diversion East Fork � PER � Corps 10 55
(Bridge Removal) Savannah Creek ❑ INT � DWQ
S16 � P❑ T Slope & Riprap East Fork � PER � Corps �0 30
Bank Stabilization Savannah Creek ❑ INT � DWQ
S2 � P❑ T Culvert Extension UT to East Fork � PER � Corps 10 38
Savannah Creek ❑ INT � DWQ
S2A ❑ P� T Flow Diversion UT to East Fork � PER � Corps 10 90
(Culvert) Savannah Creek ❑ INT � DWQ
S3 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. TotalPermauentStrcamandTributa�ylmpacts—Cuh�ertCsteusion .38'
Tot�l Pcrmanent Stream lmpact — Rip Rap Bauk St�biliz�tion 30'
Total Temporar,y Strenm Imps�ct— Impervious Dike & Flow Divcrsiou 145'
3i. Comments:
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, esluaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
lhe U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Walerbody 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. Total open �vnter 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 (feel) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavaled Flooded Filled Excavated Flooded
P1 N/A N/A N/A N/A N/A N/A N/A N/A
P2
Sf. Total N/A N/A N/A N/A N/A N/A N/A
5g. Comments: N/A
5h. Is a dam high hazard permit required?
❑ Yes � No If yes, permit ID no: N/A
5i. Expected pond surface area (acres): N/A
5j. Size of pond watershed (acres): N/A
5k. Method of construction: N/A
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigalion, then you MUST fill out Section D of lhis form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other: N/A
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Bufferimpact
number — Reason Buffer Zone 1 iinpact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem orar T im act re uired?
B1 ❑ P❑ T N/A N/A � Nos N/A N/A
B2 ❑P❑T ❑Yes
❑ No
63 ❑POT ❑Yes
❑ No
6h. Tot�l bufPer impncts N/A N/A
6i. Comments: N/A
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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 new bridye is being replaced with another spanning structure. The new bridge will have a greater hydraulic capacity lhan
the exisling bridge. A temporary bridge will be used on-site to minimize additional channel impacts from culverts associated
with lhe temporary detour road.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through conslruclion lechniques.
Best management praclices will be used. Water will be diverted during removal of old timber bridge supports and the
realignment and extension of the 24" culvert under SR 1313.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Miligation for ❑ Yes � No
impacts to Waters of lhe U.S. or Walers of the State?
2b. If yes, mitiga�ion is required by (check all thn� apply): ❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? ❑ Payment to in-lieu fee program
❑ Permiltee Responsible Miligation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (atlach receipt and letter) Type N/A Quantity N/A
3c. Comments: N/A
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Slream mitigation requesled: linear feet
4c. If using stream miligation, stream temperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian welland mitigalion requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) welland miligation requested: acres
4h. Camments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permiltee responsible mitigation plan, provide a description of the proposed miligation plan.
N/A
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitiyation (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 mitigalion?
6b. If yes, lhen identify the square feet of impact to each zone of the riparian buffer lhat requires mifigation. Calculate the
amount of mifigalion reyuired.
6c. 6d. 6e.
7one Reason for impact Total impact Multiplier Required miligation
(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: NIA
6g. If buffer mitigalion is required, discuss what lype of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment inlo an approved in-lieu fee fund).
N/A
6h. Commenls: 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
1 a. Does the project include or is it adjacent to protected riparian buffers identified � yes � No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, lhen is a diffuse Flow plan included? If no, explain why.
Comments: N/A ❑ Yes ❑ No
2. Stormwater Mana ement Plan
2a. What is lhe overall percent imperviousness of this project? N/A %
2b. Does lhis project require a Stormwater Managemenl Plan? � Yes ❑ No
2c. If lhis project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of lhe plan:
This project is covered by Individual NPDES Permit No. NCS000250.
❑ Certified Local Government
2e. Who will be responsible for the review of lhe Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unil
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ Waler Supply Watershed
❑ Other.
3c. Has lhe 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 managernent programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Olher:
4b. Has fhe approved Stormwater Management Plan with proof of approval been
altached? ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Slormwater 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 the projecl involve an expenditure of public (federal/state/local) funds or lhe � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or Slale ❑ Yes � No
(North Carolina) Environinental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to lhe above, has lhe document review been finalized by the
State Clearing House? (If so, atlach a copy of lhe NEPA or SEPA final approval
letter.) ❑ Yes � No
Comments: This is a Low Impact Minimum Criteria Checklist Project
2. Violations (DWQ Requirement)
2a. Is lhe site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" lo one or both of the above questions, provide an explanation of the violation(s): N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated fulure impacls) result in � yes � No
additional development, which could impact nearby downstream water quality?
3b. IF you answered "yes" to the above, submit a qualilative or quantitative cumulative impact analysis in accordance wilh the
most recent DWQ policy. If you answered "no," provide a shoR narrative description.
This project is limited in scope to the replacement of a rural timber bridge. Other transportation in(rastructure is not being
upgraded. Secondary and cumulative impacts would not be expected from this project.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail lhe ultimate treatment methods and disposition (nomdischarge or discharge) of wastewater generaled from
lhe 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 protecled species or � Yes � No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate lhe USFWS Field Office you have contacted.
� Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designaled Critical
Habilal?
The North Carolina Natural Heritage Database and onsite inspection during the field scoping process.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essenlial fish habitat? ❑ Yes � No
6b. What dala sources did you use to determine whelher your site would impact Essential Fish Habilat?
There are no marine or esturaine habitats in 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 lribal
governmenls 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. Whal data sources did you use to determine whelher your site would impact historic or archeological resources?
The project was reviewed by NCDOT's Human Environment Unit in 2012. Surveys were performed for historic
architecture and archaeology with determinafions of "no effecC' for the respective resources (see attached forms).
8. Flood Zone Designation (Corps Requirement)
8a. Will lhis project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No
Sb. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
1
Mark S. Davis /
Division 14 Enviroiunental Snpervisor / �� i� � '�� � j —�� —/ �
� �i. ���,
ApplicanUAgenPs Signature Date
Applicanf/AgenCs Printed Name (AgenCs signature is valid only if an authorization lelter from the
applicant is provided.)
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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Jackson County, North Carolina
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Bridge No. 207, SR 1313 over East Fork Savannah Creek
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USACE r\ID# D\VQ # Site #_ (indicate on attached map)
�s,� STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following informnfion Por thc sh•eam reach w�der �ssessmenh
2. Evaluator's name: /�/r�� ✓/Lir <` �.��i✓� /r�i��,�i�.t
4.Timeofevaluation: c2%/j /-�//�
6. River basin: .��r ��' %^����9c'�;"�,Y'
8. Stream order. / sf�
10. County: �>�-�s.>. �
12. Subdivisio�� name (if any): /✓��f
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L. Applicant's naine: ��Q(J �%
3. Date of evaluation: �— /J� `/��
5. Name of s[ream: G1 %%, %.�'� .�i ✓: r�.izl l��
7. Approsimate drainage nre�: -G ,�i D/%ii'- �
9. Lenglh of reach evalu�[ed: "' �/> �
1 L Site coordinates (if known): preter in decimal degrecs.
L�Vitudc(ex.34.872312): 3)�0���(>.'J Longilude(es.-77.55661q: "i��.r��_�/Jl�l
blcthod localion de[ermined (circle): �l'� Topo Shee� Or�ho (Aerinl) Pho�o/GIS Other GIS Other
13. Location of reach under evaluation (note nearby ronds and laudmarks and atlnch map identifying siream(s) location):
LI-i /i...I:d. %� ��(�� .,�, �i� �i� i ��i<% /�,n� Ili,'1 / I��nnn `�/0�✓Pn�:;� il.,�ir]r'.-
i
14. Proposed channel work (if any): Cu
I5. Recent weatherconditions: /���.�% � i �r> > ` '��'
16. Si[e condilions at time of
17. Identify a��y special waterway classifications kno�vn: _Section 10 _Tidal R'aters Essenlial Pisheries Habitat
�Trout Nafers _Outstanding Resow�ce \Vaters _ Nutrient Sensitive \Vaters _\Vater Supply Natershed _Q-I V)
18. Is there a pond or lake located upstream of the evaluation poinl? YES �O� [f yes, estimate �he water surface zrea:
19. Dues channel �ppear on USGS quad map? YES ��1� 20. Does channel appear on USDr\ Soil Survey? YES NO
2L Estimaled watershed land use: .D % Residential _%Commercial _% Industrial _%Agricultural
D% Forested _% Cleared / Logged _% Olher
22. Bankfidl �vidth: o� ��� � 23. Bank heighl (from bed to top of bank): 6% O�
24. Channel slope down cen�ter of stream: _Flat (0 to 2%) ��Qentle (2 to 4%) _bloderate (4 to 10%) _Steep (> 10%)
25, Channel sinuosity: �/ Straiglrt _Occasional bends _Frequent mev�der _Very sinuous _Braided channel
Instructions Pm• emnpletion of wm9<sheet (locnted on pngc 2): Begin by detenuining Ihe mosl appropriate ecoregion based on
location, terrnin, vegetation, stream classification, elc. Every characteristic nnisl be swred usi��g Ihe same ecoregion. r\ssign points
to each characteristic wilhin Ihe ran�e shown for the ecoregion. Pnge 3 provides a brief descrip�ion of ho�v to review the
charncteristics identified in Ihe �vorksl�eel. Scores should reflect an overnll nssessment of the s[renro reach under evaluation. If T
characteris[ic cannot be evnluated due to site or weather condilions, enter 0 in the scoring boz and provide an e�plann[ion in ihe
eomment section. Nhere there are obvious changes in tlie character of a slream under review (e.g., the stream flows from a pasture
inlo a forest), the slream may be divided into smaller reaches iha[ display more continuity, and a separate forro used to evaluate each
rench. The total score assigned to a stream reach must range bet�veen 0 and 100, with a score of 100 representing n slream of the
highest quality.
(from reverse)
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Evnlualm•'s Signniw�e . .. _ ��� "� �
� /,t�i-�,�, �� �.( . ..�:; , � Date ,..`�' J �/
This chnnnel evnluation fm•ni is intendeA to be used only :�s a guide to assist landowners and enviromnental professionals in
gathering the dnla required by tlie United Stales Army Cm•ps of Cngineers to mnlce a preliminary nssessment of stream
qunlity. 't'he total sem�e resulting from the completion of Ihis Pa•m is subject lo USACG approval �nd does not imply n
particul�r mitigation rafio or requirement Foriu subject ro chnnge — version 06/03. To Comment, please call 919-87G-844I x 26.

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STREAM QUALITY ASSES�MENT WORKSHEET
CHAItACT�RISTICS �COIt�GION POINT I2ANG�
Coastal Piethnont �IouNnin
Presencc aP ilow / persistent paols in stream p_ S 0— 4 0— 5
(no flow or sahirahon = 0; strong flow = max pom[s)
Cvidence of past human alteration
(ea9ensive alteration = 0; no alteralion = mar points) 0— 6
Riparian zone 0-6
(no buffer = 0; conli irous, wide buffer = max oints)
�videnee of nuh�ient or chemicel discharges 0— 5
(exlensive discharges = 0; no discharges = max points)
Groundwater discharge
to discl�arge = 0; springs, seeps, �vetlands, etc. = mas points) 0— 3
Presence of adjacent tloodplain 0—a
(no floodplain = 0; e�9ensive floodplain = max points)
Entrenchment / iloodplain aceess
(deeply entrenched = 0; Gequent flooding = max poin�s) 0— 5
Presence of adjacent wetlands 0— 6
(no wetlands = 0; large acljacent wetlands = max points)
Ch�nnel sio�msity Q 5
ea9ensive channelization = 0; natural meander = mas points)
Sediment ioput 0-5
extensive deposition= 0; little or no sedimen[ = maa pou�ts)
Size & diversit}' of channel bed substrnte N�,
(fine, homogenous = 0; large, diverse sizes = max points)
Evidence of channel iucision or widening 0— 5
(dee I incised = 0; stable bed & banks = max oints)
Presence of major banlc failw'es 0— 5
(severe erosion = 0; no erosion, stable banks = max points)
Root depth �nd density on bnnlcs 0— 3
(no visible roots = 0; deuse roots �Ivoughout = max points)
Impnct b}' �griculhirc, livestocly or timbcr production 0— 5
(substantial impact =0; no evidence = max points)
Yresence oP rifile-poolhipple-pool complexes 0— 3
no rifFles/ri les or ools = 0; well-develo ed = max oints)
Habitnt complesity 0 — 6
ittle or no habilat = 0; frequent, varied habitats = max points)
Cnnopy covcrnge over streambed 0— 5
no shadino vegeta�ion = 0; conlinuous canopy = mas points)
Subsh�nte embeddedness NA*
(deeply embedded = 0; loose stnichire = max)
Presence oPstrenm invcrtebrntes (see page 4) Q_�
❑o evidence = 0; common, numerous es = max oinls
R•cscnce of amphibians Q_ a
(no evidence = 0; contmon, nume�nus ty es = max points)
Preseuce o( rsh o— a
(no evidence = 0; common, numerous lypes = max points)
�vidence ofwildlife usc 0-6
(no evidence = 0; abundant evidence = max points)
Total Poinfs Possiblc 100
TOTAL SCOI2� (also enter on first page)
"'Chese eharacteristics are not assessed in coastal streams.
2
0-5
0-4
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0-4
0-4
o—a
0-4
0-5
0=5
o—a
0-4
0-2
o_z
0-2
0-4 0-3
0-4 0-4
0-4 0-5
o—a o—s
0-5 0-5
o—a o—s
0-4 0-5
0-5 0-6
0-6 0-6
0-5 0-5
0-4 0-4
0-5 0-5
0-4 0-4
o—a o—a
0-5 0-5
100 100
SCOR�
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APPROVED JURISUICTIONAL DCTCR�IINATION ROR1I
U.S. Army Cm�ps of Engineers
This 1'orm shoidd bc completed by folloa�ing 8�e instruclions provided in Section IV of the ,ID Fomi h�s�nw�ionnl Guidebook.
SGCPION I: BACICGROUND INrORDIATION
A. REPORT CO�IPLETION DA'fE FOR APPROVED JORISDICTIO�AL DETCRi�11NATION (JD):
B. UISTRICT OCPICG, !'ILE NAAIE, AND NU\iQER:
C. PROJECT LOCATION AND I3ACICGROUND INFOR\IATION Bridgc 207 on SR 1313 (Enst rm�k Rond)
Stnte: NC Counq�/parisl�/borough: ]nckson Citp: Dillsboro (Snvnnnnh Com�uunity)
Cenler coordinates of site Qndlong in degree dccimnl formaQ: La�. 3528763° N, Long. 8323809° R'.
Universal Transverse �lercatoc
Name of ne�rzst waterbody: Easl Cork Slvnnnah Crzek (Clnss C"I'r.) nnd ijn unnamed tributary to B.P. Snvnnnnh Creek
Name of nenrest Trnditional Navigable Nnter (Ti 1\V) lnto �vhich �he aqua�ic resource (lo�vs: Tueknsegee River
Name ol �saterhed or I ly�irologic Uni[ Code (I-IUC):06010203020030
� Check it mnp/di�gram of rerie�v nren and/or potential jurisdictionnl nreias is/arz available upon rcqucs[.
❑ Check if other sites (e.g., offsite mitiga�ion si�es, disposal sites, zte...) are associaled �vith [his ac�ion and are recorded on n
dilteren� ID form.
D. REVIER'PERFORNED!'ORSITCEVAI,UATION(CHECKALLTIIATAPPLI'):
� Oflice (Desk) Delermi�m�ion. Date: November 27, 2012
� Field Detemiinntion. Date(s): A'orembcr 16, 201 I
SEC'1'ION II: SUDI\IARI' OR FINDINCS
A. RHA SCCTION 10 DCTERDIINATION OR JURISDICTION.
Thcrz Are no "�rarignble un�ers oJlhe U.S." within Rirers and Harbor Act (RHA) I��risdic[ion (as defined by 33 CPR part 329) in the
revie�v area. [Requi��erlJ
❑ R'aters suliject to the ebb m�d Ilow of [he tide.
❑\Vaters are presen[ly used, or hnve been used in the past, or may be susceptible for use to trunspoct interstate or forcign commerce.
Explain:
B. C�\'A SECTION 40d DETERDIINATION O� JURISDICTION.
Thcre Arc "u�nters ojd�e O.S" �rithin Clean \Vater Act (C\VA) jurisdiciion (as detined by 33 CFR pnr� 328) in the rz��ie�v nrca. �Required�
1. \Vn[crs of tl�e U.S.
a. Indicate presence oPwaters of U.S. in review nren (check nll th�t nppiy): �
❑ TNVVs, including lertilorial sens
❑ \Vetlands adaccnt to 9T1Ws
� Rela�ively permancnl ���aters� (RP�Ys) thnt Flo�v directly or indirectly into TNVVs
❑ Non-RPVVs thnt flow direclLy or indirec�ly into TN\Vs
❑ WeUands dirzctly nbutting RP\Vs thal tlow directly or indirecUp into TNNs
❑ APetlands ndjncent to but not direetly nbutting RPV1's ihat llow directly or indirectl}' into "I'NNs
❑ Netlnnds adjlcent ro non-RPAVs thnt flo�v directly or indirectly into TN1Vs
❑ Impoundments ol'jurisdic[ional �enters
❑ Isolnted (inters[ate or intraslote) waters, including isoliued wetlands
b. [dentifv (estimnte) size of wnters oP the U.S. in Hie review m�en:
Non-�vetlnnd �vaters:ti0 linear tcet wid�h (It) 2 S, l2 nnd/or ncres.
R�etlands: acres.
c. Limits (boundnries) ofjurisdiction bnsed on: Eslablished by OH\V�t.
Elcva[ion of es�nblished OH\\'D4 (if kno�vn): .
2. Non-regulnted waters/wetlnnds (check if applicnblc):''
❑ Po[enti�llyjurisdictional «�nters nndlor wetlands ���ere nssessed �vithin the review arza and de[ennined ro be not jurisdictionnl.
Csplain:
� I3oses checked bclo�r shnll be suppohed bp completine �he appropriate sections in Sec�ion III below.
' For pur�>oses of tl�is fomi, an RP\\' is defined as a tribulary tliaf is noi n TNN and lha� t}7��cally Ilows ��earvround or has continuous ilu�r at Ieast "seasonally'
(c.g., typically 3 monlhs).
' Suppo�tin� dacumeNation is presenfcd in Sec�ion IILF.

SECTION lll: C�VA ANALI'SIS
A. TN\Vs AND R'6TLANDS ADJACENT TO'I'NR's
The ngencies will assert jw�isdicfimi over'I'NR's and wetlnnds nAjncent to TN1Vs. If the nquntic resomre is n'I'NVA', eomplete
Section III.A.1 nnd Section III.D.I, only; if H�e nquntic resource is n�vetlnnd ndjncent to �'1'MV, complefe Sections III.A.I mid 2
�nd Section III.D.1.; otherwise, see Section III.B belo�v.
I. TN�1'
Idcntif}•'I N\\':
Summnrizz rationale supponing dctccminntion:
2. �1'etlnn<I ndjncent to T\`R'
Summnrize mtionnle supporting conclusion �hnt �retland is "adacenC`:
B. CHARACTERISTICS O� TRI6UTARY (THAT IS NOT A TNR') AND I'I'S .\UJACENT R'ETLANDS (IF ANl'):
This section summarizes infm�mation regnrding chnracteristics oS the tributn�y nnd its ndjncent wetlnnAs, if nny, nnd it hclps
dcfcrmine whetlier or nat thc stnndnrds forjurisdiction estnblished under Rnpnnoshave been mef.
The ngencies will assertjw�isdiction orer non-nnvigable tributnries of TN\Vs where the tributnries nre "relntivcly permnnent
wnters" (RPR's), i.e. iributnries thnt [ypicnlly ilow yem�-�rowid or hm�e contimwus ilow nt Icnst sensonnlly (e.g., typicnlly 3
months). A wetlmid thnt direetly abuts nn RPAA' is nlso jm�isdictional. I(the nquatic resource is not n TN�V, but hns yenr-round
(peremiinl) Oo�r, skip to Section III.D.2. If the nquntic resource is n wetland direcfly abutting n tributnry with perenninl ilow,
slzip to Section III.D.4.
A wetlnnd tiiat is ndjacent to but thnt does not directly nbut nn RP«' requires n significant neius evnluation. Corps districts and
GPA regions will incluAe in the record nny availnble infm�mntion ihnt documents the esistence of n significant nexus between n
relatively permnnent tribufnry thnt is not perenninl (nnd its ndjncent wetlnnds iPany) nnd a h•aditional nnvigable water, even
though n significant nezus finding is not required ns m m�tter of Imv.
If the �vnterbody� is not an RY�V, or n�retinnd directly nbutting an RY1V, a JD will require additional dntn to determine if the
wnterbody hns n significnnt ne�us �rith n TN\V. If the tribut�ry hns sdjncent wetlnnds, the signifennt nesus evnluntion must
consider Nie tributnry in combinntion witl� all of its ndjncent wetlnnds. This significnnt ne�us evnluation that combines, fm�
nn�lylical pm�poses, the tributary nnd nll of its ndjncent wetlnnds is useci �vhether the review nren identified in the JD requcst is
the tributary, or its ndjncent �r•etlnnds, or both. If the dD covers n tribirtnry with ndjncent wetl�nds, complete Section III.B.I for
the h�ibidm}�, Secfion II I.6.2 for any onsite wetlnnAs, nnd Section III.f3.3 (m� all �retlnnds a�jacent to that tributnry, bofh misitc
nnd offsife.'1'he determination whether n significnnt nexus e�ists is determined in Sectimi IILC below.
L Chnrncteristics of non-7'NR's thnt Oow direcHy m� indirectly into TN�V
(i) Cenernl Aren Conditions:
Natcnc�d size: Pick List
Drainage nrea: Piek List
Average nnnual cainfall: inchcs
Average annunl sno���t�ll: inches
(ii) Physicnl Chnracterisfics:
(a) Relationshia �vi[h'I`N�\':
❑ Tribu[ary flows dirzcUy into TA'�V.
❑'Pributary Ilo���s through Pick List tribularies beCore entering TNN.
Projeci ���a�ers are Pick Lisl river miles from "I'V�Y.
Projcet ���nters nre Pick List river milcs from RP\V.
Pr�lec� �velers ara Pick List ncrinl (strnight) miles from TNN.
Prolecl �caters are Piek List acrinl (strnighl) miles from 2P\V.
Projec� �ra�crs cross or serve ns state boundaries. Gxpinin: .
Identify (low roule to TNN`: .
"fribularv stream orAcr, iflmo�vn:
' No�e Iha� Iho hstructionnl GuidebooA coNains aAditional infommtion re�nrdine s�cnles, ditches, w:uhes, and erosional fea�ures' �enerally and in ihe arid
lPesl.
' Plo�r roWe cun 6e described bp identifyine. e.g., tributaq� a, which llo�cs tlirough the revie��� areq �o Flow into tributary b. �chich tlien ilo�cs into TNN'.

(b) Ge�neral "fributan� Charactcristics (check nll ihal apph,):
"Pributnry is: ❑ Natural
❑ Artificinl (man-nmde). Explain: .
❑ Mnnipulated (man-altcrcd). Explain:
Tributnry properties �vith respect Io top of bank (eslimate):
Average �vidth: feet
Averagedepth: fect
Average side slopcs: Pick List.
Primaq� tribWaq� subshaite composi(ion (chcck all �hn� npply):
❑ Silts ❑ Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ Muck
❑ 6edrock ❑ Vegetatiou. Type/%cover:
❑ Other. Esplain: .
Tribulary condition/stability [e.g., highly eroding sloughing bnnks]. Esplain:
Presence of rwdri(ile/pool comple�es. E�plain: .
'I'ributnry geometq�: Pick List
Tributaq� gradieN (approximnte nverage slope): %
(c) Flow:
"I'ributnry prorides for: Pick List
Eslima�e acemgc number of llo�v even�s in rc��ic��� area/ycnr. Pick List
Describe Flo�s regime: .
Other infonnation on duralion nnd volume: .
Surfacc flo�v is: Pick List Chacac�cristics:
Subsudace [lo�v: Pick List. Etplain tindings:
❑ Dyo (or other) tesi performed: .
Tribulaq� has (chcck nll that apply):
❑ I3ed and banks
❑ OHWM6 (chcck nll indicators thal npply):
❑ cicnr, na�urnl line impressed on tl�c bank
❑ changes in lhe charne[er of soil
❑ shelving
❑ vegeWlion maited do�en, bcnt, or absent
❑ leaf liiler disturbed or wnshed mrny
❑ sediinent deposition
❑ �vnter slaining
❑ other (list):
❑ Discontinuous OHNM.' G�pinin: .
■
■
■
■
■
■
■
Ihc presence of litter nnd debris
destruciion oCterres�rial vege�ntion
thc przscnce of �vrnck line
sediment sorting
scour
mal[iple obscrved or predicted flow events
abrup� change in plant community
If fac�ors o�her than Uie OI IAA'\-0 �+�ere used to determine la�crnl e�tent of CVVA jurisdiction (check all Ihat apply):
❑ High Tide Line indicated by: ❑ D4can High �V�ter Mnrk indicnted by:
❑ oil or scum line along shorc oblec[s ❑ survey to aveilable da�um;
❑ fine shell or dcbris deposits (foreshorz) ❑ physical markings;
❑ physie�l markings/characteristics ❑ vegetntion lines/chonges in vege�elion types.
❑ tidnl gnuges
❑ other (IisQ:
(iii) Chemicnl Chnrncteristics:
Characlerize tri6utnq� (e.g., �rxter color is clear, discolored, oily film; �vater qunlity; generul �vatershed characieristics, etc.).
8spinin:
IdenliCy specific pollWants, ifkno�rn: .
`A nntural or man-�uade disconlinuily in the OH\VM does nol neczss�eilq sererjurisdiction (e.�., �chere the s�ream tzmporarily Flo�vs underground, or �chem
Ihe OHR'\4 ha� been remored by Aevelopmen� or agcicuhuml pmc�ices). 1Vhera tl�ere is a break in tl�e OH\VM Ihat is unreluted to ihe �entecbody's tlow
reeime (eg., Flo�c oeer a rock ou(crop nr Ihrough n culvert), �he ageiicies �cill IooA tix indica(ors of Ilo�r above nnd bzlo�r the bank.
'Ibid.

(ic) I3iologicol Chnrnctcristics. Channel suppm�ts (chcck nll that apply):
❑ Ripnrian corridoc Chnrncteristics (tppc, nver�ge �vid�h): .
❑ \Vetland fcingc. Ch�aracteris�ics: .
❑ Habila� for.
❑ PcAcrnlly I.is�ed spzcies. Gxpinin findings: .
❑ Pish/spao�n areas. Gxpinin tindings: .
❑ Olher em�ironmen��ll}�-sensiti��e specics. Esplain findings: .
❑ Aquatid�vildlife Aivcrsity. F.splain findings: .
2. Chnrncteristics of �vetlands adjacent to non=liY�l'thnt flow directly or indirectly into TN�V
(i) Physical Characteristics:
(n) General \VeUand Charactcristics:
Propzrties:
\Vetland size: acres
Netland typc. F,zpluin: .
Nctlnnd qunlily. Esplain: .
Project wetlands cross or scrve as state boundarics. 8splain:
(b) General Flo�v Relntionship �vith Nom7i�AA4
Plo�r is: Pick List. F.xplain: .
Surface llo�e is: Pick List
Cliaracteristics: .
Subsurf�ace ilo�v: Pick List F�pluin findings:
❑ Dye (or o[her) [est performed: .
(c) �Vetlnnd Adjacencv Determinntion with Non-TNW:
❑ Directly nbutting
❑ No[ direc�ly abutting
❑ Discrzte �cetland lipdrologic connection. Explain:
❑ Ecolugical connec�ion. Esplain: .
❑ Sepnrnted by bem�/barricc Esplflin: .
(d) Pro�imitti�(Relationship)to'INVV
Projeet �cetlands nre Piek List river miles from TNN.
Projecl �vaters are Piek List nerial (straight) milcs from "IT1N.
P'lo�v is Gom: Pick List.
F,stimate approsimale location of �veUand as �vi�hin �hc Piek I.ist Floodplain.
(ii) Chemicnl Chnrncteristies:
Chnrneterize �veUand system (e.g., ���nter color is clear, bro�vn, oil film on surfnce: �vater qunlity; general watershed
characteristics:ctc.). F,splein: .
IdentiCy specillc pollulants, if known: .
(iii) Biologienl Chnrncteristics. �Vetland supports (chedc all that apply):
❑ Riparinn buffee Characteristics (q�pc, �vernge width): .
❑ Vegetn[ion q�pe/pucent corer. Espinin: .
❑ linbitnt fur:
❑ Federally Listcd species. E�plain findin�s: .
❑ Cisldspa�cn areas. Esplain findings: .
❑ Olher em•ironmentally-sensitive species. E�plain findings: .
❑ Aquulichvildlife divccsiq�. Hsplain findings: .
3. Chnrncteristics of all weHands ndjncent to the tributary (iC nny)
All wetland(s) being considered in [hc cumulntive nnalysis: Piek List
Appro�imnlely ( ) acres in [otnl art being considered in Ihe cumulntive anulysis.

For each ���etland, spzcit}° thc follo�ving:
Directiv nbuts? (1'Ml Size (in acres) Directiv abuts? (Y/N) Size (in lcres)
Summarize overall biological, chemical nnd physicnl hinctions being perFonned: .
C. SIGMC'IG�NT NERUS DETERi�IINA'I'ION
A significnnt nexus mmlysis will assess the flow chnrneteristics and fimetions of the tributary itself nnd the functions performeA
by eny �vetlmids ndjacent to H�e h�ibutnry to determine if they signilicnntly nffect the chemicnl, physical, and biologienl integrit}�
of n TN�V. C'or ench of U�e following situntions, a signifieant nexus e�isis if the tributmy, in combinntion with all of its ndjaeent
wetlnnds, has mm�e H�an n specidntive or insubstantinl e(fect mi the chemicnl, physicnl and/or biologicol integrity oP n TN�V.
Considerntions �r6en evnlunting signilicant nesus include, but nre not limited to the volume, dw�ntion, nnd Prequcncy o(the Oow
of wnter in tlic tributnry nnd its praximity to n TNV1', and the functions perfm�med by ihe tributnry nnd nll its adjacent
wetlnnds. It is not nppropriate to delerminc signifcant ne�us bnsed solely on nny specific threshold o(distnnce (e.g. behveen n
tributniy nnd its adjacent wetlmid or behveen n tributm�y nnd the TN�Y). Similnrly, the (act an adjacent wetland lies within or
outside of n iloodpinin is not solely determiuntivc oPsignificnnt nezus.
Drnw connecfions behveen the fentw�es documenfed and the effecls on fhe TMV, ns identificd in tl�e Rnpanos Guidance and
discussed in the Instructionnl Guidebook. Pnc[ors to cm�sider include, fm� esample:
• Daes the tributnry, in combination �vi�h its ndjncent �ceUands (if any), ha��e tl�e enpacity to enrry pollutnnts or Flood wnten to
7T\\'s, or [o rzduce the amowri of pollu�nnts or 11ood ���aters reaching a'NlV?
. Does the tributnq�, in combinmion �vith i�s aAjncen� �vetlnnds (if any), provide habitat and lifecycle support fiinetions for fish and
other spccics, such as feeding, nesling, spa�vning. or merine young for species that aro prescnt in the TN�V?
. Does the �ribulary, in eombinalion �vith its adjnecn� we�lands (if any), have the capacity �o transl'er nuleionls and organie carbon that
support downstream food�vebs?
• Does the tributary, in combinntion �rith its adjacent �vctlnnds (ifnny), hnre other relutionships to Ihe physicnl, clicmical, or
biological in[egriq� of the TNR'?
Note: tiie above list of considerations is not inclusive nnd other funetions observed or known to occm� should be dorumented
below:
l. Significnnt nesus fndings (m� non-RPR'thn� hns no adjncent �vetlands and flows directly or indirectly into TMYs. E�plain
findings of presence or ebsence of significnn� nesus belo�r, based on tlie tribulaq• itself. then go �o Section III.D: .
2. Significnnt nezus findings fm� non-RP\\' nnd its ndjncent �retlnnds, where the nmi-RP�Y Ilows directly or indirectly into
TN�Vs. E�pinin findings ol prescnce or absence oCsignilicant nexus bclo�r, bnsed on the tributary in combination �viih all ol'its
ndjncent �ve�lands, then go to Section III.D: .
3. Significnnt nesus findings fm� �retlnnds ndjncent to an RPR' but H�at do not directly nbut thc RPAA'. E�plain findings oC
presence or absence of signifieant ne�us belo�v, based on the Iributary in combinalion �ciih nll of its acijacent wetlands, �hen go [o
Section III.D: .
D. DETER\IINATIONSO�JURISDICTIONAL�INDINGS.'CHESUBJECTVVATERSAVCTLANDSARC(CHECI<ALL
'PHAT APPL\'):
l. TN\Ys nnd Adjacent \Vetlands. Check all Ihat apply and providc sizc estimates in review area:
❑'I'uR's: lincarfcct width((i).Or, acres.
❑ \Ve�lands adjneent to'IN�Vs acres.
2. RPR's tl�at Oow directl�• m� indirectly into TN�Vs.
� Tributarics of TNNs «°here tributaries typicnlly flow yeao-round are lurisdictional. Provide data and rntionnle indicnting that
tributaq� is perenninl: Basl Fork Sarannnh Crcek hns a wel6defined channel approsinmtoly 12 fcet in �cid[h nnd is sho�cn on
�he USGS map ns perennial. Thc unnamed tribu�aq- has a���ell �etincd channel nnd has good �o�v on sereral site visits.
❑"fributaries ol TN�V ���herz tributaries hare continuous tlow "scnsonnll}" (e.g., typically three inomhs each year) nre
jurisdictionnl. Datn supporting lhis wnclusion is provided nt Section I[I.B. Provide �alionnle indicating [hnt tributnq� flo��-s
scasonal ly: .

Provide es�imates for jurisdic[ionnl �vn�ers in the reaie�v area (check all thal apply):
� Tributary waters: 250 linenr feel �ridtli (�i). 2�C12
❑ Olhzr non-���etland �saters: acres.
ldenti�y type(s) of �en�ers: .
3. Non-RPR's$ thnt Oow directl�• or indirectly into'1'M\'s.
❑ Nnterbody �hat is not a TNVV or an RP\V, but flo�cs directly or indirectly into a"IT W, and it has a signifiean� ne�us �rith 2
TNVV isjurisdietional. Duta supporting this eonclusion is provided al Seclion IILC.
Provide estimates forjurisdictionnl �raters within ihe recio�v area (chcck all that npply):
❑ Tributary �vaters: linenr I'eet �vid�h (ft).
❑ OUicr non-wc�land �vuters: acees.
Identify q�pe(s) of �raters: .
4. Netlnnds direcfl}• nbutting an RPVV thn� tlo�r directly or indirectly into TN�Vs.
❑ 1VeUands direclly nbut RP\V nnd thus arzjurisdictional ns ndjneen[ �ce�lands.
❑\Vetlands dirzctly nbulling an RPW �eherz tributaries typicnlly ilo�v year-round. Provide data and rationale
indicnting Ihat tribwaq is perennial in Section III.D2, above. ProviAe ra�ionale indicnting Ihnt �aetland is
direc�ly abutting an RPR': .
❑AVe�lands directly abutting an RP\V �chere tribu�nries typicadly Oo�v "seasonall��" Provide data indicating Ihat tributnry is
sensonnl in Sec�ion ]lI.B and rntiainle in Seclion IILD.2, above. Provide rn�ionnle indieating Ihnt �vetl�nd is direc�ly
abutting au RPVV: .
Providc nerenge es�imntes for jurisdictional �vetlands in the rzvie�v arza: acres.
5. \Vetinnds ndjacent to but uot directly nbidfing an IiPR' thnt ilow directly or indirectly into TN\Vs.
❑ NeUnnds that do not directlp �bu� nn RNVV, but ���hen considared in combinntion �ei�h the fribulnp� to �vhich they ure adlacent
and �vith similnrly si�u�ted xdjacent ���etlands, hnve a significnnt ne�us with a TnIV are I���isidictional. Data supporting �his
conclusion is provided at Sec[ion IILC.
Provide acreage estimntes for lurisdiciional �retlands in the rzvie�v nrex: acres.
6. �Vetlmids ndjncent to non-RPR's thnt flow directly or indirectly into TNR's.
❑�Vetlands adl���enl m such �sarers, nnd have ���hen considered in combina�ion �vilh the tribWnq� to �ehich Ihey are ndla�ent and
�vith similarly si�uatcd adjncent �ve�lands, Imva a signific�nt nzxus �vith n'I'N1V are lurisdictional. Da�a supporting lhis
conclusion is provided at Section III.C.
Proviele estinmtes lorjurisdiclionnl �vetlands in the revie�r nrca: ncres.
7. Impoundments ofjw�isdictional wnters.'
As a general mle, the impoundment of a jurisdictionnl tributnry remnins I��risdic�ionul.
❑ Demonstrate thnt impoundmzn� a�as crea�ed from `�cnters of the U.S.," or
❑ Dzmonstrate ih�t �rater meets the critcria for one of the catego�ies presented above ( LG), or
❑ Demonstra�e �hat �sntcr is isolnted �ri�h a nexus to commcrce (sce E bclo�e).
C. ISOLATED �INTERSTATC OR INTRA-STATE� �VATCRS, INCLUDING ISOLATCD �1'E7'LAYUS, THG USE,
DEGI2ADATION OR DCSTRUCTION OP' �VHICII COULD ARREC'I' IN"1'ERSTATC CODInIGRC�, INCLUDING ANY
SUCII �VATERS (CHECI{ ALL THAT APPLI'):10
❑�ehich are or could be used by iniers�a�e or forcign trnvelers for recrealional or other purposes.
❑ from �rhich fish or shell(ish are or could be �aken and sold in interstate or Ibrzign eonuneme.
❑ which are or muld be used for indus�riel purposes by industries in interstnte commerce.
❑ hitersla�e isolated wnters. Esplain: .
❑ Odicrfactors. Papinin: .
"Scc Poo�note N 3.
° To complele Ihe vialysis reCee �o Ihe ke}' in Seclion III.D.6 of thz Inslnic�ionnl GuidebooA.
"' I'rior lo asserling or �eclining C\1R� jm�isJiclion bnse� solelr on �his eatcgm�y, Cm�ps Dislricts ��ill cicrate Ihe aclion to Cm�ps and EV:111Q for
rerierv cm�sisleN wilh tlir pracess dcuribed in Ihe Corpc/L:PA b/emn�nnrhmi Regnnling CII:1 Acl Jurisdieliou Follairing ftnpnuos.

IdentiPy wnter body and swumm�izc rntionale supporfing detcrminntion:
Proride cslinmtes for I��risdiclional ���a�ecs in the revie�r area (check all that npplc):
❑ Tribulaq� �vnters: linear lect �vidth (ft).
❑ Other non-���elland ���aters: neres.
Identify type(s) ol ���atecs: .
❑ \Vetlands: acres.
NON-JURISDICTIONAL �\'ATCRS, INCLUDINC \VCTLANDS (CHECIL ALL'1'HAT APPL1'):
❑ If potential �vellnnds �sere asscssed �vi�hin the review nren, Ihcse nrens did not meet (he crileria in the 1987 Corps ot Engincers
1Vetland Delineation Manual and/or t�ppropriatc Regionnl Supplemen�s.
❑ Revie�v nrea included isolnled �aaters �vith no substnntial nesus to inLerstate (or Poreign) conmicrcc.
❑ Prior to thc 1an 2001 Suprzme Courl dccision in "SlliliVCC," the revie�v azea �could hare becn rcgulntcd besed solelv on �he
"bligrntory I3ird Rule" (MBR).
❑\Vn[ers do not meet the "Significnnt Nexus" standard. whcre such n findine is required for jurisdiclion. E�plain: .
❑ Otlier. (esplain, if not covered above): .
Provide ne�enge estimntes for non-lurisdic�ionnl waters in Ilie review area, �t�here the sole po�entinl bnsis ofjurisdiction is the MBR
Cactors (i.e., presence oCmigratory birds, presence of endangercd spccics, use of�vnter for irrigated agriculture), using best professionnl
judgmeni (check all that apply):
❑ Non-�veiland �vatcrs (i.c., rivers, s(reams): linenr fzet �cidth (ft).
❑ Lakes/ponds: ncres.
❑ Other non-o�etland waters: acres. List type ol aqaatic resource: .
❑ AVetlands: ncres.
Provide nereage estimates lor non-jurisdietioi�al �raters in the revie�v nrea thnt do no� mee� �he "Significant Ne�us" stanAard, where such
n finding is required forjurisdiction (check all that npply):
❑ Non-�vetland �vaters (i.e, rireis, strenms): linear 1'eet, �vidth (ft).
❑ Lnkes/poiids acres.
❑ Other non-���etlnnd �vnters: acrzs. List rype of aqun�ic resource: .
❑ R'ctlands: acres.
SECTION IV: UA'PA SOURCES.
A. SUPPORTING DATA. Data reviewed Pm� JD (check nll thnt oppiy - checked i[ems shnll be included in c�se file tmd, �vhere checkcd
and requested, appropriately �cfcrence sourees below):
� �deps, plans, plots or pint submitted by or on belmlf of �he npplicnndconsultanl: .
❑ Data shects prepnred/submiued by or on behalfof the applicanUconsultant.
❑ Office concucs �vith dnln sheets/delineation report.
❑ 011iee does no[ concur wi0i data sheets/delinention rzporl.
❑ Data shco�s prcpnred by the Corps: .
❑ Corps nm•igxble �vnrers' study: .
❑ U.S Geological Survcy I-Iydrologic Atlas: .
❑ USGS �I ID data.
❑ USGS 8 nnd 12 digit HUC maps.
❑ U.S. Geuloeical Survey map(s). Cile scale G, quad name: .
❑ USDA Naturnl Rcsources Conszn�a�ion Scrvicc Soil Survey. Citntion: .
❑ Na�ionnl �vzUonds inventorp map(s). Cite nnme: .
❑ StatdLocnl wetland inventory mnp(s): .
❑ 1'F.\4A/FIRbI maps: .
❑ 100-year Ploodplain Elevation is: (Nationnl Geodedic Verlical Dutum ol 1929)
� Pho[ogrnphs: ❑ r\erial (Nmnc R Dnte): .
or � Other (Nnme & Dnte): Project Site Januaq� 2012
❑ Provious deteunina�ion(s). File na and date of response letter: .
❑ Applicabldsupporting casz la�v: .
❑ Applicnble/supporling scientiiic li[emture: .
❑ Otlicr information (pteasc spccifi�): .
6. ADDITIONAL CO\I\IENTS TO SUPPOR'C JD: This JD form includcs Enst Fork Savnnnah Crzek and a 2-Cool wide tributary �o
Savannah Creek th�jt is ���itliin 25feet of the project and llows imo Savannnh Creek �eithin 7� feel of Ihe bridge..

t" i� .
��1�'+, �.
��r'..
Proiect No:
{f'BS No.:
FerL Ai�l No:
R uj:d Tinrkiug No. (/x�einn(,{J�)�
12-08-0074 � �' � � � �� �w
HISTORIC ARCHICT�CTUR� AND LANDSCAPES �E� 0 � 2��7
NO HISTORIC PROPERI'IES PRES�N1' OR AFFECT�D I'ORM
This form only pertains to Historic Architecture and Landscapes for this pro'�,�, @
is not valid for Archaeological Resources. You inust consult separately widri��e����� �� �
Archaeology Group.
YROdECT INrORMATION
Corrnty: Jacks
17BP.14.R.63 Docrunent MCC
State U Federal
Ferlernl �� Yes ❑ No � Pe�wiit � TVA, NWP 14, & 401 WQC
P��oiect Descriptio�i:
Replace Bridge No. 207 on SR 1313 over East Fork of Sava�mali Creck
SUMNIARY OF HISTORIC ARCHICTECTUR� AND LANDSCAP�S REVIEW
� There are no National Register-lisred or Study Lisred 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 project's area of potential effects.
❑ There are no properties withi�� the project's area of potential effects.
� There are properties over fifty years old �vithin the area of potential eETects, but they do not
meet the criteria for ]isting on the National Register.
� There are no historic properties present or affected by this project. (Attach any notes or
documents as needed.)
Date of field visit NovemUer 26, 2012
Review of HPO GIS website was undertaken on August 23, 2012. There are no oased on this review, there are no
existing NR, SL, LD, or DE properties in the Area of Potential Effects (APE). One property, the Arch Buchannan (1K
135), was identified within the APE of this projeci. On November 26, 2012 an architectural historian conducted a
site survey. The Arch Buchanan House was recorded in the field in October 1989 by Rachel Barber during the
Jackson County survey. The one-and-a-half-story, single-pen log building, however, is no longer standing on this
site. The chimney stack is the only surviving remnant of the house at this location. No other properties whith meet
the criteria for National Register eligibility are in the APE of this project.
Hi#arie Arohiteahve mid LnnAxaye3 h'O NfS10lflC PROP6B!/ES PRESENTOR AFFECTED fam/ar f.linor TrnntporlNimi Pi %ecle oe Qunli%rcd iu IGe 20U]
Pragrarnnmfie Agrzemenl.
Page 1 of 3

SUPPORT DOCUM�NTATION
�Map(s) ❑Previous Survey Info. �Photos ❑Correspondence ❑Desigu Plens
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
HistO�'iC AiChlteCtUYe and Landscapes — NO llISTORIC PROPERTIES PRESENT OF AFrECTED
NCDOT Archit�charal Historiatt
Date
Hitroiic Ard�i�rotruz nnd LnnAranPrs NO /IISTOR/C PROYE'R7lES PRGSGNT OR AFfF.CTEDIoini jor M1linm� Trnmparm�ion FYajrcts ns Q�mliled in iAe 1007
Progrnnunrt(ic ARreemeul.
Page 2 of 3

,i
Bridge No 207 on SR 1313 in Jackson Counry
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Projeel Trnckiug i\'o. (/ulr�nul UseJ
t2-�8-0�i4
NO PREHISTORIC OR HISTORIC PROPERTIES
PRES�NT/AFFECTED FORM
PROdECT INFORMATION
Project No: Structure 490207
I�'BS No.
F.A. No:
1713P.14.R.63
I�I_1
Fe�lertrl (USf10E) Perniil Reqtriretf?
Caau�ty:
Docmuenl:
Jackson
Minimum Criteria/Attachment G
Fund'nrg: � State ❑ Federal
� Yes ❑ No Pernril Tj�pe: TVA
Prqjecl Description: Replace Bridge No. 207 on SR 1313 (East Fork Road) over East Fork Savannah
Creek with a concrete cored slab structure on e�isting Iocation. 'I'he existing bridge was built in 1958
and is considered to be structurally deficient and functionally obsolete. The Area of Potential EFfecls
(APE) measures appiroximately 200 feet from either end of ihe bridge and 50 feet to either side of the
road's centerline.
SUMMARY OI' P'INDTNGS
Tlte Nordr Cm olinn Deparhnenl qf Trmvsportntio�t (NCDOTJ revieired d7e subjec! projecl n�rd delermrned:
Historic Architecture/Laudscapes
❑ There are no Natioual Register-listed or Study Listed propeities within the projecYs area of potential
effects.
❑ There are no properties less than fifty years old which are considered to meet Criteria Consideration G
within the project's area of potential eff'ects.
❑ There are no properties �ti�ithin the project's area of potential effects.
❑ There are properties over fifty years old �vithin the area of potential effects, but they do no[ meet tlie
criteria for listing on the National Register.
❑ All properlies greater than 50 years of age Iocated in the APE have been considered and alI compliance
for historic architecture wi�h Section I06 of the National Historic Preseivation Act and GS 121-12(a) has
been completed for this project.
❑ There are uo historic properties present or affected by this projecL (�lacrch m�p notes or �locmuenls ns
neer(ed)
Arcliaeology
� 'Chere are no National Register-listed or Study Listed properties witliin 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 archaeological resources.
❑ Subsurface investigations did not reveal the presence of any archaeological resources cousidered eligible
for tlie National Register.
❑ All identitied Archaeological sites located within the AYE h�ve been considered and aIl compli�nce for
archaeological resources �vith Section 106 of the National Historic Preservation Act and GS 121-12(a)
has bee�� completcd for this projec[.
� There are no historic properties presen[ or affected by this project. (Allach ceny �iotes or docmue�lls ns
�teerlecO .
_.Yu Hrtn�ilc Prop: nJer P�osouY furm fur A/llinr Trompnnntlnn PrnJoorc o. guol JrcJ m iha 200� Proyrnmmnue dl aemeni.
,A'('UO7.ImLa:uL+��tt fllnnne.treLlrco�evoGravFr.c

RECOMM�NDATION
An archaeologic�l invesligatiou of Bridgc No. 207 on SR 13I3 (L'ast Fork Road) over East Fork Savannah Geek in
J�ckson Cowity �vas conducted behveen September IS nnd Seplember 21, 2012, by Archaeological Considtants of
ihe Carolinas, Ina (ACC). Dawn Reid, Senior Archaeologist for ACC, prepnred tlte following summary (see below).
During Ihe cow�se ofihe surve}�, no archaeolo�icnl sites �vere identified within the cw�rent project's APE. No fiu�ther
archaeological investigations are required for this bridge replacement project. I concur with this recommendation
since the proposed bridge repl2cement will not impact significaN archaeological resources. r\ finding of `no his[oric
pinperties" is considered approprinte in nssocialion with this bridge replacement project. Should the description of
Ihis project or design plaus change prior to consh�uclion, then additional consultation regnrding archaeology �vill be
required.
SUYPORT DOCUM�NTATION
See atlached: Map(s), Photos, and Culhu�al Review provided by Archaeological Consultants of the Carolinas, Inc.
Signed:
��
I �lAA.�
P�ul J. �dohler
Cultural Resaw�ces cinlist, NCDOT
SUMMARY OT CULTURAL RP;SOURCCS RCVIEW
6rief desci'iptio�i afrerieir ne(irilies, results ofrerient n�id conclusia�s:
_r 27, 2012
Date
`Bridge No. 207 is located on SR 1313 (East Fork Road) approximately 4.0 miles (6A km) due west of Ihe
community of Qdlowhee, in Jnckson County, l�brth Carolina (Figures I end 2). This bridge crosses East Fork
Savanneh Q�eek, a small �ribiUary of Savannah Creek, Gom north�vest to southeasL The Area of Potential Effect
(APE) for Ihis project measures approximalely 400 feet ( l22 m) in leng�h znd 100 feet (30.5 m) in widtli. Tl�e rVPE
is predominanlly characterized by slightly sloping pasture and yard area associated witlt a modern house situated in
Ihe south�vestern portion of Ihe APE (Figures 3 and 4).
A map review and site files searoli was conducled by Paul J. Moliler, Norlh Carolina Depaiiment of Transportation
(NCDO'f) Cultw�al Resources Specialist, nt Ihe Office of State Archacology (OSr\) on August 29, 2012. This revie�v
did not identify nny previously recorded archneological siles �vitliin the project's APE; however, one recorded
resom�ce is located approximately 50 meters east oY tl�e southeaslern end of the APE. 'Ihis resource, 3 UAK0135, is
tlie Arci� Buchanan liouse. Tl�e site presenUy consists of a terraced platform wi�h � standing painted brick chimney.
This house remnant will not be affected by ihe proposed bridge replacemenl.
'i'opogrnphic maps, United Stntes Departinen� of Agriculhire (USDA) soil swvey m�ps, nerial photographs, nnd
hisroric maps were nll utilized to gnuge environmental factors ihat may have conlributed lo the current project nrea
conditions. T'here is a single soil type present in the project's APG. Saunook loam is deep, �vell drained, and forms
on toe slopes, benches and coves on mount�in slopes. They become increasingly gravelly e�ilh depth nnd have a
sloye range froin 2 to GO percent (USDA 2012).
The �rchaeological investigation al Bridge No. 207 consisted of pedesirian survey zlong two transects, one transect
on eitlier side of the existin� ro�d in the APE. Shovel tests �vere escnvated �t 98.4 feet (30 m) intervals along both
transecls �vhen possible. These tests measured at leasl 12 inches (30 cm) in diameter and were eacavated to a
minimum of 4 inches (10 em) into ihe sterile subsoiL All test fill �vas screened �hrough 0.25 ineh (0.64 cm) mesh.
Each shovel test was backfilled upon completion. In all areas, shovel testing was supplemenled by comprehensive
examination of all esposed ground stu'face. "fests were not dug where bedrock was esposed. A total of tive shovel
tests were eseavated. Aloug Ihe eastern iransec�, shovel tests esposed reddish brown rocky loam beneath the humus
layer. The soil's clay contenl increased below an approximate depth of 9.8 inches (25 cm). In shovel tesls excavated
along the �vestern transect, strong bro�vn loamy clay was encoun[ered immediately benealh �he rool zone. �o
archaeologicnl remains �vere identified in the shovel tests or on esposed groimd surfaces. '�he replacement of Bridge
No. 207 �vill not impact an�� siguificanl arclineological resources."
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See S/z21 1-B For Corrienllonol Symbols
GRAPHlC SCALES
50 25 0 50 100
PLANS
PROFILE (HORIZONTAL)
DLSIGN DATA
ADT 2008 = 650 VPD
V = 35 MPH
FUNC CLASS = LOCAL
SU�REGIONAL TIER
ro
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JACKSOI�I COUI�TY
LOCATION: BRIDGE N0. 207 O1V SR I313 (EAST FORIC RD)
OVER EAST FORK SAVANNAH CREEIC.
TYPE OF WORK: GRADING, DRAINAGE, PAVING ATID STRUCTURL'.
PROJECT LENGTH
LENGTH ROADWAY STATE PROJECT 17BP.14.R.63 0.099 MILES
PiqwrM !n Ne 0/!lce d:
❑�' �7{i�'1 CCS�IQSboaOO9M�a'lC:2103�39
��„a��.� �919� i32-3881 - �9i9��iR-66i6 iFnx�
dP¢ SLL1'D.AAO Sf£Clh/GilOSS
LENGTH STRUCTURES STATE PROJEQ VBP.14.R.63= 0.007 MILES
TOTAL LENGTH STATE PROJECT 178P.14.R.63 = 0.092 MILES RIGHT OP I{�lY DATG: TRACY N. PARROTT PE
IUNE 13.2012 rxoucre:wur.°
NCDOT CONT.9CT: JOSHUA DEYTON, PE I LETIl,\'G DATE: I BRANDON W. IOHNSON PE
� rrtolFer eccnaex FY 2013 rxo�ccr nesmc esuixerx
�• VBP.14.R.63 �
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6�\'GLVGL2

2670
2660
FILL FACE (J
END BENT No.l
P.O.T. STA. I2*79.38 -L-
GRA�E POINT
EL = ffi49.72
2650 ---------
0
rv
h �
N
2640 n
w �I
2630
Fi
LLEL= 2693.R
RL EL = 2693.77
Yl.P. *1
FILL FACE fd EN� BENT No.l
T` � END P.OGT NSTA P12o 6838L B
P.T. STA.12*56.49
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fILL FACE [J
EN� 6ENT No.l
SPAN "A"
1'-6"LIIdIT OF UNCLASSIFIED
STR. E%CAVATION (TYP.1
HIGH YlATER
ELEV.2698.05
1100 YR.1
NORlAAL YlATER
Sl1RFACE
ELEV. 2649.�0
12/8/12)
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11NC�ASSIFIE� �TyPj
E%CAVATION ITYPJ
14
FI�I FACE CJ
ENO BENT No.2
P.O.T. STA. 13a�6.63 -L
c;Hnut ruirvi
EL. = 2647.49
SECTION ALONG � -L-
IBENTS ON SECTION AT RIGHT ANGLES TO BENTS)
RIP RAP
EL2646.00^- /�
/,.
(-15.9815'; �_�� ��
PI = 13+95.00 -L-
EL = 2642.80'
VC = I50'
GRADE DATA
° � APPRO%IlAATE EXISTING GRA�E
M
v
HP 12x53 rv
STEEL PILES
(TYP.)
w
II � LL EL. = 2641.14
�P RT. EL = 2641.74
�� / / � /
TOTAL LENGTH OF BRIOCE = 37'-3" _- /� . /�
IFILL FACE TO FILL FACE -� �
ALONG '� -�'I _ � /,' �,,
._� �'� /� /�/ �
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�"-� C�ASS II / I
RIP RAP (TYP.IJ �
/
HORIZONTAL CURVE DATA -L-
PI STA.13�86.59
0= 16°06'I7.0"lLT)
� = il°56'11.e.,
L = 134.92'
T = 67.9P
R = 480.00'
HYDRAULIC DATA
�ESIGN �ISCHARGE <210 CFS
PREOUENCY OF DESIGN FLOOD 2- YR.
DESIGN HIGH YIATER ELEVATION 2646.70
�RAINAGE AREA 216 S0.lAI.
6ASE OISCHARCE f0 100) 1,000 CFS
BASE HIGH YIATER ELEVATION 2648.05
OVERTOPPING FLOOD �ATA
OVERTOPPING OISCNARGE 40.0 CFS
FREOl1ENCY OF OVERTOPPING FL000 2- YR.
OVERTOPPING FL00� ELEVATION 2645.00
� EpST FORK /
� gpVANNAH CftEEK � /�
IDENTIFICATION STAiION — � /�
P.O.T.STA.I2a98.00 -L- _� , �
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(TYPJ j ITO BE REIAOVEDI
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�; PLAN
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PROIECT No. ��BP.14.R.63
JACKSON COUNN
STATION: �2+98•00 -L-
SHEET I OF 2 REPLACES BRIDGE N0.207

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