20140912 Ver 1_Application_20140821

Cot�ps Submittal Cover Sheet
Please provide the following info:
I. Project Name: Replace Bridge No. 106 ou SR 1502 (Kin� Road) over Bovlston Creek
2. NTUie of Property Owner/Applicant _North Caroliva Dep�rtment of Ti•anspoi�tation (NCDOT)
3. Naute of ConsiiltandAgent: N/A
'Agent authorization necds to be attached.
4. Related/Yrevious Action ID number(s):
Site Address:
5. Subdivision Name:
6. City:
7. County: Trans h��
8. Lat: 35.310111 N Long: -82.663104 W (Decimal Degrees Plense)
9. Quadraugle Name: Piseah Forest (35082-C6-TF-024)
10. Waterway: Bovlsto�i Creek (DWQ Class: C)
1 1. Watershed: Frenclt Broad River (HCU: 06010105)
12. Requested Aetion:
X Nationw�ide Permit # 14
General Pemiit #
Jurisdictional Detennination Request
Pre-Application Request
The following information will be completed by Corps ofYice:
AID:
Prep�re File Folder Assign number iu ORM Begin Date
Autliorization: Section 10 Seetion 404
Project Descriptioi�/ Nature of Activity/ Project Purpose:
Site/Waters Name:
Keywords:

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STATE OF NORTII CAROLINA
DEPARTMENT OF TRANSPORTATION
AUgUSI 21, ZOI4
Ms. Lori Beckw�itli, NCDOT Regulatoty Project Manager
U. S. Anny Corps of Eugineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
ANTHONl' J. TATA
SECaEr.�rzv
Subject: Nationwide 14 Permit Application
Repl�ce Bridge No. 106 on SR 1502 (King Road) over Boylsron Creek
Transylvania Count}�
WBS �lemeut No. 17BP1d.R.127
Dear Ms. I3eckwitl�:
Tl�e North Carolina Department of Trausport�tion (NCDOT) is proposing to replace a
fiinctionally obsolete 18' W� 16.0' L single spau tiuiber bridge �vitli a 22. P W s 6.5' H x 49' L
prcfabricated aluminum bot culvert witl� headwalls ou �n 81 degree skew with a slope of 0.5%.
Sills, baffles, and floodplaiu beuches ��vill be installed to inaintaiu stream dimensioiis �nd provide
aquatic life passage diu•ing periods of low flo��v. An off-site detom- ��vill be used to convey h�afYic
during construction. Tl�e project �vill Tlso include soine minor approach work on the existing
road�vay.
Enclosed are tl�e Pre-Construction Notification (PCN) Forui, EEP Mitigation Acceptauce Letter,
SHPO Concurrence Forms, viciuity map, USGS topographical map, Culvert Suil�ey Report, plan
sheets, aud photograplis.
Tl�e Norlh CTrolin� Natural Heritage Database was checked for records of tlneateued aud
endaugered species. Tlie databTSe lists 47 species for Transylvania County that l�ave federal
status. The bog turtle (Gly�/einys miJ�ler7bergii) is listed as tl�reatened due to similarit�� of
appearauce to tlie listed northern bog turtle. �iglll species, Carolina nortlieru ilying squirrel
(Glouco�iq�s sabrinris colorrdas), Appalacliian elktoe (Alasmido�7ta �•ai�eneliru�n), mouutaui sweet
pitcher plaut (Snrrncenin rubrn ss�. jonesrr), sivall whorled pogonia (I,soh•io me�leoloides),
spreading avens (Geant rnclio/tm�), swamp pi�ilc (Helonins bullnin), Virginia spiraea (Spirnen
i�irginrnnn) aud rock gnome lichen (Gynmo�ler»rn linenre), are listed as ei[her du�eatened or
endangered. There is also a potential for the federal listiug of the northeru long-eared bat
(illytosis sep�enlrionnlis) in tl�e near future.
FourteeNh Dirision Otliee
Telephnne: (R28) 586-21d1 253 lVebsler Ruad. Sylvai. Norlh Caroline 28779 Fa�: (R28) 58G4043

Bridge No. 106 — Transylvauia Count}� Page 2 August 21, 2014
The Appalacl�ian elktoe is found iu well-oxygenated streams witl� moderate to fast flowiug water
aud requires stable relatively silt free substrate that is gravelly or rock. Tl�e Appalachian elktoe
records iu the are� are from relatively large streams, the Freuch Broad River, Little River and
Mills River. Tl�ere are no r�ecords for tlie smaller tributarics of Qiese streams. No Appalachian
elktoe were oUserved duriug the field scopiug process and records indicate the uearest luio�n�n
occurrence is located approxiulatelp 22 river miles from the project area iu tlie Freuch Broad
River.
Carolina northern flying squirrel, rock gnome licheu, aud spre�cting avens are species that require
habitat foi�ud at relatively higli elevation. Although most rock gnane lichen populations occur
near or above 5,000 feei elevation, it does occur at lo�ver elevations witliin deep river gorges.
Tl�e elevation at the site is appro�imately 2,200 feet �nd vertical rock substrate requireci by the
rock gnonie lichen is lacking near tlie project site.
Small �vhorled poga�ia generall}� occurs in open, di}�, deeidiioiis ��voods witli acid soil accordiug
to the U.S. Fish and Wildlife Service. Ho���ever, it is also knowu to occur iu a v�riety of liabitats
in Nortl� Carolina, including along sh�eams. The project site is maiutaiued roacl right of way,
with some forest area consisting of deciduous trees. The �rea is also heavily impactcd by
invTSive species that inclade Chiuese privet, Japauese honeysuckle, multiflora rose and
periwinkle. The site l��s veiy low potential to support small whoi•led pogonia. Records indicate
the uearest knowu occurreuce of small whorled pogonia is appiosimately I 1 miles east of the
project area.
Virginia spiraea occurs along roek}�, flood-seoured riverbanks in gorges or canyons. Gravel and
rock bais tl�1t providc habitat for Virginia spiraea arc lackiug �t the project site. S��v�nip pink and
mountain s���eet pitcher plaut are species tl�at �re found ii� satnrated soils. The project viciniry is
higlily disturbed and wetlands are not associated ��vith the site.
The US Fish and Wildlife Se�vice (USFWS) are considering the listing oftlie nortl�eri� long-
eared bat iu tlie wiuter/spring of 2015. Northern long-eared bats are known to use trees with
sloughiug bark for summer roosts. Tlierefore, as prescribed by the USFWS, airy tree removal at
the bridge site ��vill be conclacted between October 15 and April 15 (�vinter cleariug) to preveut
incidental impacls to roosting bats. There coulci be indirect effects due to removal of potential
roost trees, but the loss of such a small numUer of trees in a primarily forested landscape sl�ould
be insignificant.
The project is liuiited to tl�c replacemeiit of an e�isting spaiv�uig structure with a boY ctilvert.
Erosion aud sediment�tion coutrol nieasiu•es w�ill be implemeuted to fiu•tlier minimize potential to
adversely affect aquatic habitat. No Appalachiau elktoe were observed daring tlie field scopiug
process �nd records are lackiug for smaller tributaries of the Preucl� Broad River. Since the
nearest occupied habitat in tl�e Prench Broad River is approximately 12 miles upstream of the
confluence of Bo}�Iston Creek, we recommend a"uo effect" determivation for the Appalachian
elktoe.

Bridge No. 106 — Transylvaiiia Coimry Page 3 August 21, 2014
Terrestrial l�abitat has been higlily dishubed at the project site due to road right of way and
reside�ilial development. The projecl is liuiited in scope aiid li�bitat appears to be lacking loi•
terrestrial du•eatened aud endangercd species. For these reasons �nd tl�ose discussed above, we
recommeuc( 1"no effect" determination lor terresh•ial tlueatened 1ud eiidangered species.
This �noject was revie�a�ed Uy NCDOT's Huivan rnvironmeut Unit in 2013 for potential affects
to historical ai•chitecture �nd arcliaeology. It �a�as deter�uined that no survey �v�s required for
historic arcl�itecture. An archaeological survey w�s conducted on October 4, 2013, and it was
determined tliere would be no effect, and no further arcl�aeological investigations �vere necessa�y
for tliis project (see attached forms).
NCDOT best manage�nent practices will be iised to minimize aud coutrol sedimentation and
erosion on this project. The construction foreman will review all erosion and sedimentation
control measures daily to ensure erosion aud sedimeutation is being effectively controlled. If the
devices are not functioning as iutended, tliey ���ill be replaced innnediately with better devices.
Impacts to W:�ters of the Uuited States
Boylston Creek (DWR Class: C) is shown on the USGS topographic map as a perenuial stream.
The chamiel is ���ell detiued ���itli a substrate primarily composed of cobble, gravel �nd sand/silt
and is approaimately IS feet in widtli. Boylston Creek flo��vs ap}�ro�imately 10 miles to thc
French BroTd River. The Fi•eiich Broad River meets the definition of a Traditional Navigable
Waler. For these reasons, ���e believe Boylston Creek is a Relatively Perinanent Water and is
uuder the jurisdictioii of the U.S. Army Corps of Engineers. In orcler to construct the project, it
will be necessary to impact �vaters of the Uilited States in the French Broad River Basin (HUC
06010105). Specifically, NCDOT is requesting to replace Bridge No.106 �vith a prefaUricated
aluminum boa culvert. Tl�e impacts are listed in the table below.
Site No. Existiug Cm�dition Proposed Cmiditim� Net Imp�ct
Site 1 18' W s 16' L 22' 1" W s 6' 6" H s 49' L Aluminum �9,
Timber Bcidge Box Cuh�ert w�/Headwalls
Site IA Free Flo�ving Stream J��lpervious Dike and Flow Diversion 100'
Existiug Streainbanks
Site IB Free Flo��viiig Stream L�stall i'loodplain Benches and Riprap 35'
Esistin Streambaiilcs Bank Stabilizalion
i ot:u rci•u�anenr �n•eam impact — L�urvert 4y�
Total Permanent Strcam liupact — I+loodplain Benclies and Baiilc St�bilization 35'
Total Tempor��y Stream Impact — Lnpei�-ious Dilce aud Tlow Diversion 100'
Permits Requested
NCDOT is hereby requesting authorization under Section 404 of the Cleau Water Act to proceed
with the construction project outlined above. By copp of tliis letter to North Carolina Department
of Environment and Natural Resources (DENR), Division of Water Resources (DWR), I am
requestiug authorization uuder Section 401 of tlie Clean Water Act.

Bridge No. 106 — Tr�nsph�ania Count}' Page 4
August 21, 2014
Also by copy of tliis letter, I am asking Ms. Marla Cliambers, Western NCDOT Review
Coordivator, oY the North Carolina Wildlife Resources Commission (NCWRC) to comment
directly to you coucerniug the 404 Natioin��ide Permit request.
ln additioii, I am asking Ms. Cliambets and Mr. Beii DeWit, Roadside Environmeiital Field
Operations Eugineer (NCDOT), to coinment directlp to me coucerning tliis permit reqiiest.
Ifyou have any questions or need additioiial information, please contact me at [phone] or
Mr. Josh Deyton, PE, at [phone]. Your early review and eonsideration will be greatlp
lppreciated.
Sincerel}� /J /l
���!'v��y � /�/l,�vv��
Mark S. Davis
Division 14 Environmental Program Supervisor
Ettclosures
cc: Ms. Amy Chapman, Division of Water Resources — DENR, Raleigh
Mr. Kevin Barnett, Division of Water Resom•ces — DENR, Asl�eville
Mr. .T�son Mays, Biologist, US Fish and Wildlife Service, Asheville
Ms. Marla Cl�ambers, Western NCDOT Review Coordinator, NCWRC, Ablemarle
Mr. Joshua B. DeSrton, YE, Division 14 Bridge Management Engineer, NCDOT
Mr. Ben DeWit, EI, Roadside Enviromuental Field Operatious Eugineer, NCDOT

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Consh•uctiou Notificatiou PCN I+orm
A. A � licaut Liformation
1. Processinc�
1a. Type(s) of approval sought from fhe
Corps: � Seclion 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. Has ihe NWP or GP number been verified by the Corps? ❑ Yes � No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Qualiry Certifcation — Regular ❑ Non-404 Jurisdiclional General Permit
❑ 401 Waler Qualily Cerlification — Express ❑ Riparian Buffer Authorization
1 e. Is this nofifcation solely for lhe record For the record only for DWQ 401 For the record only for Corps Perinit:
because wrilten approval is not required? Certi(ication:
❑ Yes � No ❑ Yes � No
1f. Is payment into a miligation bank or in-lieu fee program proposed for mitigafion � yes ❑ No
of impacts? If so, altach the acceptance letter from mitigation bank or in-lieu
fee program. NC Ecosystem Enhancement Program (NCEEP)
1 g. Is lhe project localed in any of NCs lwenly coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1h. Is the project located within a NC DCM Area of Environmental Concem (AEC)? ❑ Yes � No
2. Project Information
2a. Narne of projecl: Replace Bridge No. 106 on SR 1502 (King Road) over Boylston Creek
2b. County: Transylvania
2c. Nearest municipalily / town: Pisgah Forest
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or State 17BP.14.R.127
Project No:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Deparfinent of Transportation
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 Rd.
3e. City, state, zip: Sylva, NC 28779
3f. Telephone no.: 828-586-2141
3g. Fax no.: 828-586-4043
3h. Email address: markdavisCa�ncdot.qov
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:
4b. Name: N/A
4c. Business name N/A
(if applicable):
4d. Streetaddress: N/A
4e. Cily, 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 Street address: N/A
5d. City, state, zip: N/A
5e. Telephone no.: N/A
5f. Fax no.: N/A
5g. Email address: N/A
Page 2 of 11
PCN Form — Version 1.3 Decernber 10. 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1b. Site coordinates (in decimal degrees): Latitude 35.310111 Longitude: -82.663104
(DD.DDDDDD) (-DD.DDDDDD)
tc. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to goylston Creek
proposed project:
2b. Water Qualiry Classification of nearest receiving water: DWR Class: C
2c. River basin: French Broad River (HUC 06010105)
3. Project Description
3a. Describe the exisling conditions on lhe sile and the general land use in the vicinity of the project at lhe lime of this
application:
The general landscape cover is rural residential and agricullure, with some forest cover lo the south of Bridge 106 and
open (ields in the immediate viciniry of the bridge.
3b. List lhe total estimated acreage of all existing wetlands on the property:
N/A
3a List lhe total estimaled linear feet of all existing sireams (intermiltent and perenniaq on the property:
N/A
3d. Explain the purpose of the proposed project:
To replace a structurally deficient and functionally obsolete 18' W x 16.0' L single span timber bridge with a 22' W x 6.5' H
x 49' L prefabricated aluminum box culvert with headwalls.
3e. Describe the overall project in detail, including the lype of equipment to be used:
Traffc will be deloured off-site. Erosion and sedimentation control measures will be installed Water will be diverted
around the conslruction area. The old bridge will be removed. The new culvert will be constnicted on lhe same location.
Track hoes, dump trucks, bulldozers, cranes, paving equipment, water pumps, sand bags, diversion pipe and various
hand tools will be used to accomplish lhe work.
4. Jurisdictional Determinations
4a. Have jurisdictional wefland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the pasl? ❑ Yes � No ❑ Unknown
Comments: N/A
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated lhe jurisdictional areas? Agency/Consultant Company: N/A
Name (if known): N/A Olher: N/A
4d. If yes, list the dates of the Corps jurisdictional determinations or Slate determinalions and alfach documentation.
N/A
5. Project History
5a. Have permits or certificalions been requested or obtained for � Yes � No ❑ Unknown
lhis project (including all prior phases) in lhe past?
5b. If yes, explain in detail according to "help file" insVuctions.
N/A
Page 3 of 11
PCN Farm — 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 Swnmary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands � Streams - lributaries ❑ Buffers
❑ Open Waters ❑ Pond Constniction
2. Wetland Impacts
If lhere are wetland impacts proposed on the site, then complete this queslion for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of weiland 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 ❑ Yes ❑ Corps N/A
❑ No ❑ DWQ
WZ � P 0 T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W5 ❑ P❑ T ❑ Yes ❑ Corps
❑ Na ❑ DWQ
W6 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impnets N/A
2h. Comments: N/A
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3 b. 3c. 3d. 3e. 3f. 3g.
Slream impact Type of impact Slream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intennittent DWQ — non-404, �.'��dth (linear
Temporary (T) (INT)? other) (feet) feet)
S1 � P❑ T Aluminum Box goylston Creek � PER � Corps �5 49
Culvert ❑ INT � DWQ
S1A ❑ P� T Impervious Dike and goYlston Creek � PER � Corps 15 100
Flow Diversion ❑ INT � DWQ
Floodplain Benches � PER � Corps
S2A � P❑ T and Riprap Bank Boylston Creek 15 35
Stabilization ❑ INT � DWQ
S3 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S4 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S5 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Tot�l Permanent Strenm �nd Tributar,y Impncts — Culvert 49'
Totnl Permanent Strenm Imp�cfs for P'loodpinin Benches and Riprap 6anit St�biliz�tion 35'
Totnl Tempornry Stre�m Imp�cfs fm� hupervious Dilce aud rlo��� Uiversion 100'
3i. Comments: N/A
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, estuaries, tribularies, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Naine of walerbody
impact number — (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent(P)
or Tern ora T
01 ❑ P❑ T N/A N/A N/A N/A
02 ❑P�T
03 ❑P�T
04 ❑P❑T
4C Totalopen �rntcrimpacts N/A
4g. Comments: No open water impacls
5. Pond or Lake Construction
If ond or lake constniction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacls (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
5C Tofnl 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 conslruction: N!A
6. Buffer Impacts (for DWQ)
If project will impact a protecled riparian buffer, ihen complete ihe chart below. If yes, lhen individually list all buffer impacts
below. If an impacts re uire miti ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randlernan
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 ❑POT ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Totnl buffer 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 Mitiyation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The minimuin length culvert to meet secondary road standards was designed for this site. The culvert will be buried 1 foot
below the existing streambed elevation and sills and baffles will be installed. Floodplain benches will be installed at lhe inlet
and outlet ends of the culvert to help maintain channel dimensions and aquatic life passage especially during periods of low
flow.
1 b. Specifically describe measures taken to avoid or ininiinize fhe proposed impacts through construction techniques.
[rosion and sedimentation BMPs will be installed prior lo construclion. Water will be diverted around lhe work area during
culvert installation in order to prevent sedimenlalion of downstream aquatic resources.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for � Yes ❑ No
impacts to Waters of lhe U.S. or Waters of the State?
2b. Ifyes, mitigntion is required by (check all Ihal apply): ❑ DWQ � Co�ps
❑ Miligation bank
2c. If yes, which mitigation oplion will be used for this project? � Payment to in-lieu fee program (NCEEP)
❑ Permiltee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Miligation Bank: N/A
3b. Credits Purchased (attach receipt and lelter) 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 allached. � Yes
4b. Stream miligation requested: 49 linear feet
4c. If using sUeam mitigalion, sUeam temperature: ❑ warm ❑ cool �cold
4d. Buffer mitigation requested (DWQ only): N/A square feet
4e. Riparian welland mitigation requested: N/A acres
4f. Non-riparian wetland mitigation requested: N/A acres
4g. Coastal (fidal) wetland rnitigation requested: N/A acres
4h. Comments: N/A
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permiltee responsible mitigalion plan, provide a description of lhe proposed mitigation plan.
N/A
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PCN Form — Version 1.3 December 10. 2008 Version

6. Buffer Mitigation (State Rec�ulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impac[ within a protected riparian buffer that requires ❑ Yes � No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate lhe
amount of miligation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Mulliplier Required mitigalion
(square feet) (square feet)
Zone 1 N/A N/A 3(2 for Catawba) N/A
Zone 2 1.5
6f. Total buffer mitic�ation reyuired: N/A
6g. If buffer miligation is required, discuss what lype of mitigation is proposed (e.g., payment to private miligation 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. Storrnwater Mana�ement 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 lhe NC Riparian Buffer Proleclion Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Commenls: N/A ❑ Yes ❑ No
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? N/A %
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Project is covered by individual NPDES Permit No. NCS000250
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ Certified Local Government
NCDOT ❑ DWQ Stonnwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local governmenPs jurisdiction is this project?
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has lhe approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counlies
❑ HQW
4a. Which of lhe following state-implemented stormwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other.
4b. Has the approved Stormwater Management Plan wilh proof of approval been
attached? ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meel the appropriate requirements? ❑ Yes ❑ No
5b. Have all of the 401 Unit submitlal requirements been met? ❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Docurnentation (DWQ Requirement)
1 a. Does the project involve an expendilure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of lhe National or State ❑ Yes � No
(Norfh Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, altach a copy of ihe NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is lhis an afler-the-fact permit application? ❑ Yes � No
2a If you answered "yes" to one or both of lhe above questions, provide an explanation of the violalion(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will ihis project (based on past and reasonably anticipated ftdure impacts) result in � Yes � No
addilional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narralive description.
This project is limited in scope and involves the replacement of an obsolete bridge with a culvert. The road infraslructure
is not being upgraded. The secondary and cumulative impacts from this roufine maintenance project should be
insignificant.
4, Sewage Disposal (DWQ Requirement)
4a. Clearly detail lhe ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacily of the subject facility.
N/A
Page 10 of 11
PCN Fonn — 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 � yes � No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
� Asheville
Sd. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
North Carolina NaWral Heritage Database and onsite investigalion.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habilat?
N/A-There are no marine or estuarine communities wilhin lhe Blue Ridge Physiographic Province.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will ihis project occur in or near an area lhat 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 2013. It was detennined that no survey was required
for historic architecture. A survey was performed for archaeology and it was determined the project would have no effect
on archaeological resources (see attached documents).
8. Flood Zone Designation (Corps Requirement)
8a. Will lhis 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 delermination? North Carolina Floodplain Mapping Program
Mark S. Davis,
Division 14 Environmental Supei��isor � � � � — �-�i-
ApplicanUAgenPs Signature Date
AppIICBnUAgenPs Printed Name (AgenCs signature is valid only if an aWhorization letter from Ihe
applicant is provided.)
Page 11 of 11
PCN Farin — Version 1.3 December 10, 2008 Version

�\ .
/
rv V��1�� i� �\.
�i l
�.Y` � I ��I1� �
`�'',`�I' �''�'-�I
, y . k � j''��I�•.,.
IVorih Carolina Departiiieiii of Enviroi�inrnl and Nalural 13esouices
f'al fdicGrory 64icha.el Ellison, �iieclor
Gode�nor Fcosyslem C.nhancemenl Prograiit
August 6, 2014
Mr. n4nrk S. Dnvis
NCDOT Division 14 Environmental Supervisor
North Cnrolina Departmenl of Transpo�lalion
253 \Vebs�cr Road
Sylva, North Carolina 2N779
Dear \9r. Davis:
SubjceC EEP Miligation Acceptance Lelter:
John E. Sla�ula, III
S2Cretaty
������°it;,(;,�,
AUG 0 6 7.014
�f������ �d,��
Division I4 Project, Repl�ce Bridge 106 over Boylston Creek on SR 1502 (King Road),
Transyh�ania County; N6S Elemen[ 176P.14.R.127
Tlie purpose of this Ictter is to notify you tliat the Ecosystem Pnhancement Program (LGP) will provide �he
compensatory strzam mitigation for the subject project. Based on the information rzceived on August 4, 2014, the
impncls arz located in CU 06010105 of Ihe Frenclt [3road River basin in Ihe Southem Mounlains (S�I) 6co-Region, �nd
are as follows:
French Broad Stream \Vetlands Buffer (Sq. Ft.)
06010105 Non- Coastal
SD�I Cold Cool Narni Riparian N. . �� � Zone l "Lone 2
Impac�s (feedaeres) 49.0 0 0 0 0 0 0 0
This impnct and associated mitiga�iun need ��-ere under projected by Ihe NCDOT in �he 2014 impact data. EEP
�vill comnti[ lo implement sufficient compensatory stream mi�igation credits �o oftset Ihz impacts �ssocinted with this
project as determined by the regulntory agencies using the delivery timeline listed in Seetion F3.c.iii oCthe N.C.
Department oY �nvironinent and Natur2l Resources' Ecosystem Enhancement Program Li-Lieu Fee Inshument dated
July 28, 2010. lf Ihe above referenced impact nmounts are revised, then (his miligntion acceptance letter will no longer
be valid and a new mitigation 2cceptance letter will be required Gom FEP.
If you have �ny questions or need additioual information, please contact Ms. Beth Harmon at 919-707-5420.
Sincerely,
� �"��
� �- ��
�am��s . s�m,r��
EEP Asset Manegement Supervisor
ce: A9s. Lori Beckwith, USACF. — Asheville Rcgulatory Field Office
Mc Josh Deyton, P.E., NCDOT — Division 14 Bridge Program Engi�ieer
Ms. Linda Filzpatrick, NCDOT—PDEA
Pile: SR 1502—Bridge 106—Division 14
1652 6fe�l S:.�y��.e Cc=,,,lc�, fialz��g:i, tJu�lh O�diu'.iq�_� 7765�-1u"52
Phr ne'. 219�767-097G i In�eu ial'. 'd�r;..ucUeni. gi rv
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.APPROVGD JURISDICTIO�YAL DE'C6RDIINATION FOR�I
U.S. Army Corps oT Cngineers
This Corm should be eoinpleted by lollo�aing the ins�ructions provided in Secliun I V of �he JD Form Ins�ruc�ional Guidebook.
SCCTION l: BACKG200ND IYROR�IATION
A. REPORT CO\IPLCTION DATE �OR APPROYED JURiSDICTIONAL DETER\II�ATIOY (JD):
B. DIS'fRICT OP�ICC, FILE NAAIE, AND NU�IBCR:
C. PROJCCT LOCATION AND BACI<GROUND INPOR�IATION: 13ridgc No. 106 on SR 1502 (King Rond) over 13oylsron Crzek
S�ate: NC County/parish/borough: 'frnnsyh�nnia Cily: Pisgtih Forzst
Center coor�iinates ofsilc Qat/long in degree decimnl format): Lnt. 353101 I I° N, I.one. -82.663104° �5!.
Unirersal Transverse Mercator.
Name of nearest waterbody: Boyls�on Creek
Name of netvest'I'rnditionnl Nacigable AVater (TN1V) lnto �vhich (hc aquatic resource flo�vs: French Brond River
Name of �ca�ersheA or Hydrologic Unit Code QiUC): 0601010520015
� Check if mup/diagram ofrevie��� area mid/or potznlial jurisdiciional nreas i�/arz avail�blc upon request.
❑ Check if other sites (e.g., ot3site mitigalion sites, disposal si�es. etc...) are associaled with this ae�ion and are recorded on a
diffcrent JD form.
D. REVIC�V PERROR�ICD !'OR SITC EVALUATIOY (CHECI< ALL THAT APYLI'):
� Oftice (Desk) Detenninn�ion. Dntr. Augusl 4, 2014
� f icld Detenninmion. Dnte(s): July 31, 2013
SCCTION IL• SU�IDIARI' OI' �INDIYCS
A. RHA SCCTION 10 DETERDtINA"f10N Of JURISDICTIOY.
Therz Piek List `navignble irnters o% Ure US.'� �cilhin Rivers and Hnrbors Act QZI IA) jurisdiction (as de�ned by 33 CF2 part 329) in the
rcvic�v area. [Require�fJ
❑ Naters subjcet to the ebb and ilow of the tidc.
❑\Vaters are presently used, or have been used in thc pnst, or ma�� be susceptiblc for use to �ransport in�erstata or foreign commeroe.
Gsplain:
B. CAA'A SECTION 400. DETERDIINAT[ON OP JURISDIC'I'10�.
Therc Are "�rn�ers oJ'the U.S.'� �vi�hin Glenn lVater Act (CNA) jurisdiclion (as defined by 33 CFR pnrt 328) in the rtvie�c area �RequiredJ
I. 1Vnters of the U.S.
o. Indicnfe presence of waters of U.S. in revie�v nren (checic all H�at appl,y): �
❑ 'It�\Vs, including territorinl sens
❑ \Yetlnnds ndjacent ro TN\Vs
� Relatively pennnnent �vntecs' (RPAA's) that ilo�v direcUy or indimetly into "fN\Ys
❑ Non-RPNs iha� Ilo��� directly or indirectly inro TNNs
❑ VVctlands directly abutting KP�Vs that Flo�r dircctly or indireclly inro'IT\Vs
❑ 1Vetlnnds ndjnccnl to but not directly ubuqing RP\Vs thnt tlo�r dirzctly or indirectly into TN\Vs
❑ \Vetlands a�jncenl to non-RPR's �hat tlo�v Airecil�� or indiree�ly into TNVVs
❑ Impoundments ol;juris-diclioonl �vnters
❑ Isolated (intzrstate or intr�islale) �vnters, including isolated �cetlnnds
b. Identify (esfimnte) size o( wnters of the U.S. in ihc revie�v area:
Non-�cetland �vaters: 200 linear feet: I S�vid�h (R) and/or acres.
Netlnnds: acres.
c. Limits (boundarics) ofjurisdiction based on: Pick Lis�
Elcvnlion of established OI�I�VNI (if kno�vn): .
2. Non-regulnted �vatcrs/���etlmids (check if npplicable):'
❑ Poten(iidly I��risdic[ional ���alers and/or ���ellands were nssessed �cithin tlie review area and determined to bc notjurisdictional.
Esplain:
� Bo.ms checked belo�c shnll be supported by comple�ing Ihe nppropriate sec�ions in Seclion IlI belo�c.
' Por pur��oses of �his fonn, nn RP1V is defined as a t�ibutaq� thal is nol a TN\V and [hnt [ppic�lly ilo��a yearrowid or has conlinuoirs Flo�c nt leust `sr.tsonall} °
(e.�., lypically 3 manths).
' Supporling dncumenlnlion is presentcd in Section III.F.

SECTION IIL• C\\'A ANALI'SIS
A. 7'N\Vs ANU \\'ETLANDS ADJACENT TO TN\\'s
'1'he agencies �vill assert jurisdicfion orer TN\Vs nnd wctlnnds adjncent to TN�Vs. If tl�c �quntic resom�ce is n TN�V, completc
Section III.A.1 ond Section III.D.1. only; if ihe nquntic resource is n wetlnnd adjncent to n TN�V, complete Sec[ions IILA.1 nnd 2
nnd Section III.D.1.; otherwise, see Secfion III.I3 below.
1. TN�V
Identitj' TNIV:
Sunvnarizc rationale supporting determinn�ion:
2. Netland ndjarent to TNVV
Summarize ra�ionale supporting conelusion Ihnt �vetlnnd is "acijneenP':
B. CIIARACTCRISTICS OF'I'RIBUPARI' (THAT IS NOT A TNR') AND ITS ADJAC�NT \VETLAYDS (IP ANl'):
This section summarizes inforroation regnrAing chnrncterisfics of fhe tribufnry nnd ifs ndjncent wetlnnds, if nny, nnd it helps
determine whether or not H�e simidnrds Pm� jw�isdiction estnblished under Rapanos hnvc bcen met.
The ngencics will nssertjurisdiction over non-nnrignble tribidnries of TMVs where the tributnries are "relntively perronnent
�vaters" (RPVVs), i.e. h�ibutaries tlint t}�picnlly ilow ycnr-round or hnve confinuous ilow nt Ienst sensonnlly (e.g., t}�picnlly 3
monihs). A wetlnnd thnt direcfly nbuts nn RPR' is �Isojurisdictional. If the aquatic resource is imt a'fN11', but hns year-round
(perenninl) Oo�r, slcip to Section III.D.2. If the aquatie resource is a�retland tlirectly abutting n h�ibutory �vith perennial tlo�v,
skip to Section III.DA.
A�vetlnnd thnf is ndjncent to but th�t does not directly abut nn RP�V requires a signifcant ne�us evaluation. Corps districts nnd
CPA regions will include in [he recm�d any arnilable inPa�mntion thnt documents the ecisfence of n significant uesus behveen n
relativelY permanent h�ibutnry that is not peremiinl (nnd its nAjncenf wetlnnds if nny) mid n h�ndi�ionnl nnvignble wnter, even
though n signi(icnnt nexus linding is iwt required as a ma[ter of law.
If the �rnterbod,v' is not an RPVV, m� n wetlnnd directly nbutting nn RP�V, n JD will require ndditionnl dntn to determinc if the
wnterbody hns n significant nesus �vith n TNR'. If the tributary has adjncent wetlnnds, the significant nezus evnluntion musf
cmisider the tributary in cmnbinntion with nll of its ndjaeent �retlnnds. This signifieant nesus evnluntion that corobines, fm�
an�lytical purposes, H�e tributary nnd all af its ndjncenf wetinnds is used whether the review m�ca identified in tl�e JD requesf is
the tribulnry, or its ndjncent wetlnnds, or both. If H�e JD covers o tributary with adjncent wetlands, complete Section III.B.1 for
thc h�ibutnry, Section 111.13.2 fm• any onsite �vetlnnds, nnd Section IILB.3 fm� nll wetlnnds ndjncent to tiint tributnry, both ansite
and offsite. The determinntion whether n significnnt nesus eaists is determined in Section III.0 below.
1. Chnrncteristics of non-TM1's thnt ilo�r directiv or indirectl�� inlo T\1V
(i) Cenernl Aren Canditions:
\Vatcrshcd sizr. Pick Lisf
Drainnec nrcn: Pick Lisl
Averngeannunlreinfall: inches
Average annual sno�vfall: inchcs
(ii) Plq�sicnl Chnrncteristics:
(a) Rela�ionship �vilh TN\V:
❑ Tributaq� Ilo�vs directly inro 7�i!AV.
❑ Tribulnry Flo�rs through Pick Lis[ tribwaries before entering TNN.
Prolect wnters are Pick List rieer miles from TNVA'.
Project �vaters are Pick List river miles from RPN.
Project �vaters arc Pick List neri�l (slraight) miles from TNVV.
Project ���aters are Pick List nerinl (strnight) miles from RP1V.
Project wa[crs cross or serve as s�ate boundaries. Esplain:
I�enlily ilo��� route to TN�V`:
Tributaq• s�ream order, if kno�vn:
' Nme fhat Ihe h�slruclionnl Guidebook coNains nddilionnl intixmation �egardin� s�cales, di�ches, �caehes, and erosional lealures' generally and in �he arid
R'est.
` Flo�c roule can be dese�ibzd by identiCying, e.e., tributary �, which Ilo«s through Ihe rt�•ie�r area. to Oo�r inlo tributary b, �chich Ihen Flo�cs inlo TN\V.

(b) Gcncrnl'I'ributan� Charac�eristics (chcck all �hat nppl�
Tribut�ry is: ❑ Nnturol
❑ Ani�icial (mnn-made). Explain:
❑ Manipulnted (mon-aillered). Explain:
Tributnry properties e•ith respect �o lop of bank (eslinmte):
Averoea �cidth: feel
Averagc depth: feet
Avernge side slopes: Piek List,.
Primnq� Iributary substrate composition (chcck all thnt npply):
❑ Sil�s ❑ Snnds ❑ Concrete
❑ Cobbles ❑ Grnvel ❑ bluck
❑ Bedrock ❑ Vege�a�iun. Type/%cover.
❑ Othec Gxplain: .
Tributnq° condition/s�ability [e.g., highly croding, sloughing bnnks�. E�plain:
Presence of rw�/rifile/pool compleses. E�plain: .
'I'ributary geometry: Picle Lisf
TribWaq• gcadien� (�ppro�iinnte nvenage slope): %
(c) Clo«°:
Tribu�nry prorides for: Pick List '
Estinmte arerage number of flo��� events in rzvie�v are:ilyear: Pick List
Deseribe Flow regime: .
Othcr informa�ion on duration and volume: .
Sudace Ilo�v is: Pick LisL Chxrac�eris�ics:
Subsurtiue flo�c: Pick List. �xpinin tindings:
❑ Dye (or olher) test perfonned: .
Tributap� hes (check all that apply):
❑ Bed and bmiks
❑ OH\1'�-16 (check all indicators tha[ apply):
❑ clenr, na(ural line imprcsscd on tlie 6nnk
❑ changes in thc chnrneter of soil
❑ shclring
❑ vegetation nmtteA do���n, bent, or nbsent
❑ leaClitter distucbed or �vnshed a�vny
❑ sedimcnt dcposi�ion
❑ «•nter sluining
❑ other Qis�):
❑ DiscontinuousOHWM.' Gaplain:
■
■
■
■
■
■
■
the presence of litter and debris
destmction ol terrestrial vegetntion
[he presence of wrack line
sediment soning
sCOUr
mulliplc obscrvcd or prcdicicd tlo�c cvcnts
abrupt chnnge in pinnt commm�it�.
If factor: other than the OHIVM were used to detemiine lateral ex�ent ol CAVAjurisdiction (check all that npply):
❑ High Tide Linc indirn�ed by: ❑ Mean High \Vater b]ark indicaled by:
❑ oil or scum line nlong shorz o�jec�s ❑ survey to nvnilnblc dahim;
❑ fine shell or debris deposits (foreshore) ❑ physical markings;
❑ physical nmekings/chnrncteris(ics ❑ vegetation lines/dianees in vege�ation types.
❑ lidal gm��es
❑ otl�cr(list):
(iii) Chemicsl Chnrneteristics:
Chnrneterize [ribu�arv (e.g., water eolor is elear, discolored, oily f Im; �vater qualit}; geneeal �vatershed characteristics, eteJ.
Esplain:
Iden�il'y specitic pollut�nts, if kno���i: .
`A nnturnl or mnn-inade discontinuity in the Ol I\VM does not necessa�ily scvcr I���isdiction (eg., �vhecz Ihz strenm tzmpomcily tlo�vs underground, or �chere
�he OHN\�1 has becn rmovzd by development or ae�icullurol pmc�ices). \1'here there is a breaA in �he OHRT11ha� is imrelated �o �he �cate�bndy's Ilow
re�ime (e.e., llow over n rocA ou�crop or Ihrou�li u culvcn), (he aaencies will IooA li�r indicaton of Oo�r above and bclmr Ihe break.
'Ibid.

(iv) Biologicnl Clmrncteristics. Chnm�el suppm�ts (cl�eck nll ihnt npply):
❑ Riparian corridoc Chnrr�cterislics (iype, arerage �vidtl�): .
❑ \VeUand fi�iiige. Characteristics: .
❑ Flnbitnt for:
❑ Fedemlly Lisled species. Explain findings: .
❑ Fish/spa�vn a�eas. Bxplain tindines: .
❑ Oiher enrironmenlally-sensiti��e spzcies. Hxplain tindings:
❑ Aqualidwildlile dircrsity. Gxpinin findings: .
2. Chm•ncteristics of wetlnnds adjacent to non-TNR' thnt Ilow directly or indirectly into TN\1'
(i) Physicnl Clmracteristics:
(a) Genernl AVeUund Characteristics:
PrOperties:
\1'e�land size: acres
VPetland lype. Esplain: .
VA'etland qualily. Gxpinin: .
Projec[ �cetlands cross or sarve as slate 6oundacies. Explain:
(b) Genernl Flow Relntionship a-itli Non-7T\V:
Flo�c is: Pick List. Explain: .
Surfnce flo�v is: Pick List
Chnr�cteristics:
Subsurl'ace Ilo�r: Pick Lisf. Expl�in findings:
❑ Dye (or o�her) test performed: .
(c) AVetland Adiacencv Determiimtion �vith Non=RJAV:
❑ Dircctly nbu��ing
❑ Not directly abWtin�
❑ Discrele weiland hyArologic conncc[ion. C�pinin:
❑ Ecoloeical conncc[ion. �xpinin: .
❑ Sepnrnted by bermA�arrier. E�plain: .
(d) Proximih° (Rclationship) to �INVV
Projce� �cctlands are Pich List river miles from TNN.
Prolec� �cnters are Piek List aerial (stcaight) miles from TiJIV.
1=1o�v is tiom: Pick Lisf.
Es�ima�e npprosimNe loc��ion of �ceiland as wi�hin [he Piele List, Iloodplain.
(ii) Chemicnl Chnrnctcristics:
Characterize we8nnd system (e.g., waler color is clear, bm���i, oil tilm on surface; �cater qualiq; general �vatershed
chorac�eristics; ete.). Esplain: .
Identifi� specific pollutanis, if kno�vn: .
(iii) Biologicnl Chnracteristics. 1VeHand suppm�fs (checic nll thnt nppiy):
❑ Ripnrinn bufler. Characteristics (lype, nvernge �vidth): .
❑ Vegelation q�pe/percent covec 8xplain: .
❑ Habimt lor.
❑ Ccdernlly Listed species. Esplain findings: .
❑ Fish/spawn areas. Explaiii findings: .
❑ O�her envirunmenlally-sensitive specics. Gspinin findings:
❑ Aqua�ic/�sildliCe diversity. Gxplain findings: .
3. Characteristics of all wetlnnds ndjacent to the tributary (if nny)
AII «�etlnnd(s) being considered in tlre cumulative analysis: Piek List
Approsimately ( ) acres in total arc bcing considercd in the cumulativc nnalysis.

For etich ���etland, specify thc follo�ving:
Directlr abuts? (1'/�l Size (in acres) DirccUv abuts'? (1'M) Size (in acres)
Summorize overall biological, chcmicnl nnd physicel functions 6eing performed: .
C. SIGNIFICANT NCXUS DE'1'ER\IINATION
A significnnt ne�us annlysis will assess the ilo��� characteristics and fimetions of the iribulm}� ifself nnd the functions per(m�med
by nny n'eUands ndjncent to the h�ibutn�y to determine if they signifcnntly nPfect the chemicnl, physical, and biological integrit}'
of n TNR'. �or each of tl�e following situntions, n significant ne�us exists if Uie tributary, in combinntion with nll of its ndjncenf
wetinnds, hns iuore thnn n specWntice m� insubstantinl efPect on fhe chemicnl, physicnl nnd/or biological integrih� of a TMV.
Considerntions when evnluating significant uexus iuclude, but nre not limited fo the rolume, duration, nnd Crequency of ihe Oow
of wnter in the tributary and its proiimity to n TNR', and the fimetions perfm�roed by the iributm}• nnd all its ndjncenl
wetlnnds. It is not npproprinte to determinc significnnt nesus based solely on any specific ihreshold of distnnce (e.g. behveen n
tributnry and its ndjacent �vetlnnd or bet�vecu n h'ibutnry and U�e TN�V). Similnrly, the fnct mi ndjncent wetlmid lics �ritl�in or
outside oPa Ooodplain is nof solely determinati�•e of significnn� nesus.
Drmv connec�ions behreen the fentures documented nnd the ef(ects on the'fYVV, as identified in U�e Rnpm�os Guidnnce nnd
Aiscussed in the Instrue[ionnl Guideboolc. C'nctors to eonsider include, fm� exnmple:
• Does the tribWnq�. in eombination �+'ith its adjaecn[ �eetlands (if nnv), hnve the capacity to curry pollutants or Oood ���a�ers to
TN Ws, or to reduee �he amoimt of pollutants or tlood wa�crs rznching a'IN\1"?
• Does- �he tributaq�, in eombinalion �vith its a�lacent �retlands (i(any). providc hnbitnt nnA lifecyele support fimctions for fis-h and
other species, such ns fceding. nes�ing, spawning, or rearine poung for specics [hat nrz present in �he'I1V1\"?
• Does the �ributaq�, in combina�ion with its adjacenl �cetlands (if any), ha��e the capacity to transfer nutricnts and organie carbon thal
support doa�ns�rcnm food�vebs?
• Docs �he tributary, in combination �vilh ils ndjlcent �ceUunds (if any), have other ralationships to the physical, cheinicnl, or
bioloeical integriq� of thc TNVV'?
Note: the nbove list of considerntions is not inclusive nnd other funetions observed or known ro occur shoidd be documented
below:
l. Significnnt ne�us findings fm� nmi-RPR' tl�nt hns no ndj�cent wetlands nnd ilo�rs direcfly m� indirectly into TN�1's. Gxpinin
tinAings of presence or absence of signit�enn[ ne�us below, based on Ihe tribwaq� itsel�; Ihen go to Sec�ion III.D: .
2. Significnnt necus findings for non-RP\V nnd ifs ndjacent �reNands, where t6e nm�-RP\5' ilo�rs directly m� indirec�ly into
TNV1's. Explain findines ol presenee or absence of signifcanl nexus below, bnsed on �he tribu�ary in eombinntion �cith nll of its
2djacen� �vetlands, Ihen go to Section III.D: .
3. Signilicnnt necus findings fm� wetlnnds nAjncent to nn RP�V bu� that do not directly nbut the RP��'. Esplain tinAings of
presence or absence ol signiticnn[ nesus belo�r, bnsed on the tributaq� in eombinntioii �cith nll of iis �djncenl ���etlands, then go to
Section III.D: .
D. DE'PCRDI[NATIO\S OI' JURISDIC'I'IONAL TINDINCS. THC SUBJCCT �VATCRSl�VF.TLANDS.\RE (CHECI{ ALL
THAT APPLY):
l. TnR's miA AAjncent VVetlands. Check all that npply nnd provide size eslimates in reriew area:
❑ "INVVs: linear feet ���idtl� (ft), Or, acres.
❑ �Vetlnnds ndjacent to "I'V\Vs: acres.
2. RP\\'s ihnt ilow directh� or indirectiv infa TMVs.
� Tributaries of "f�lVs �vhere tributarics q�picnlly Flow year-round are I����sdiciional. Provide dn�n and ra�ionnle indienting Ihnl
tributary is perennial: Boylston Crcck is mnrked as a blue line sireum on a USGS lopographical nmp and hns n ��-cll defined
bed and bank �vith perennial flo�v.
❑ Tributarics ofT[�\V �vhere tribu�aries have con�inuous flo�c "sensonnlly" (e.g., q�pically Ihree months each year) are
jurisdictionnl. Dnta suppoding this conclusion is provided n� Section III.F3. Provide cationale indicating Ihat t�ibWary flows
seasonally: .

Provide esliinntes for I�irisdictionnl �ctllers in O�e re��ie��� area (check all that apply):
❑ Tribulary �rnters: 200 line.v feel 15 �sidlh (ft).
� Other non-�vc�land �Ynters: ecres.
Identif}� �ype(s) of ���aters: .
3. �on-RP\Vse tliat ilo�v direcNy or indirectly into TN�1's.
❑ 1V�terbody thnt is not a TIVN or an RPlA', but Flo�cs dircetly or indirectly into a'ITVV, nnd it hns a significnnt nezus �vilh a
7T7�A' is jurisdictional. Du�e supporiing Ihis conclusion is providcd a� Scc�ion IILC.
Provide estimates for jurisdictional �vaters �cithin �he revie�v ��rea (check oll that apply):
❑ Tributary �vn(crs: linenr feet �vidih (it).
❑ O�her non-�vetland waters: acres.
Identit}� lype(s) of �vaters: .
A. NeHnuds directly nbulting nn RPAV thnt ilow dB'ectiy or indireetly into TMVs.
❑ Wetlands directl�� abW RPAV and thus nrejurisdic�ional ns adjncent «°etlnnds.
❑ R'etlands directly abutting nn RP�V �chero tribwaries q�pically (lu�s year-round Provide data and rationnle
indicating Ihat Iributary is perennial in Section III.D.2. above. Proride rationale indicating Ihat �vetlnnd is
direclly abutting an RPN: .
❑ lVetlands direc(ly abu[ting an RPW ���here tributaries typically Flo�c..seasona�ll�:" Provide data indicating that Uibutary is
seasonnl in Scction III.f3 nnd rntionule in Seclion IILD2, above. Provide rationale indicating Ihat wetland is direclly
nbutting nn RPAV: .
Provide acreage eslimates (orjurisdic�ionnl «�etlands in the revie�e area: ucres.
5, �VeHands ndjncent to but not directly nbutting an RPR' tlist (lo�v directl�• or indirectly into TN�Vs.
❑ Netlands tlmt do no� direetly nbut an RPW, bul �chen considered in combinaiion with the tributary to �vhich they are adjacent
nnd �vith similarlq situnled ndjacent �vetlands, hnvc a signitican[ ne�us wilh n"[NlV amjurisidietionnl. Dn�a supporting Ihis
conchuion is provided at Seetion IILC.
Provide nemnge estimates for lurisdictional ���etlands in �he rzvie�v area: acres.
G. �5'etlnnds ndjacent to non-RP�Vs tl�at ilo�v directly or indirectly into TN�1's.
❑ Wetinnds ndjacent to such �vaters, and have ���hcn consiAered in combinntion �vith the tributap� to �rhich �hey are ndjncent nnd
�ciih similarly situated adjacent ��-etinnds, hnve a significant nexus n�ith a TNVV nre lurisdictional. Data suppor�ing this
conclusion is provided nt Section III.C.
Provide eslimates forjurisdictional �ve(la�ids in Ihz revie�c nren: acres.
7. Impoundments ofjurisdictionnl �vnfers.9
As i� general rule, �he impoundmen� oCajurisdictionel �ributaq� remuins jurisdictional.
❑ Demons��ate that impoundment �vas crented from °wnters of �he U.S.,'� or
❑ Demonslui�c that �vnter mee�s �he criteria for one of the categories presented above (1-6), or
❑ Demons�rate thnt �cater is isolated �vith a ne�us to commercc (see 8 bclo�r).
E. ISOLATCD �INTERSTATG OR IN'I'IL4STATE� \VATERS, INCLUDING ISOLATCD �VF,TLANDS, TIIE USE,
DCGRADA'fION OR DESTRUCTION OI' �\'111Cll COULD A�fECT IN"PERSTATC CO\Ii�1CRCE, I�CLUDING ANl'
SUCH �VATERS (CHECK ALL TkIAT APPLI'):10
❑���hich ere or coidd be used by imers�ate or toreign travelers for recrentionnl or other purposes.
❑ from �vhich lish or shell'ish ara or eould be �nken �nd sold in interstate or foreign commecce.
❑�rhich acc or could be used for industrinl purposes by industries in inlers[ale commerec.
❑ Intzrst�te isolated waters. E�plain: .
❑ O�her fnctors. E�plain: .
"Scc Poo�no�e q 3.
' To complcte tlic a�ialy5is rcfcr lo Ihe keq in Sectim� III.D.6 of the Inslnictional Guidcbook.
10 Prim� fo asserling or declining C\P�1 jw�isdiclion bascd snlcly nn Ihis categorp, Co�ps Districls ���ill clernle Ihe nclion lu Corps nnd EPA HQ for
rerierv consislenl �vilh Ihe pramss dcscribcd in the Cnrps/EP�\ �VemomuAnm 2rgrtrAing Cllil Ar( JnrisAie/rou Follou•ing 2npmios.

Identif}� �vntcr body nnd swumnrize rntionnle suppm�ting determination:
Proride es�imates for jurisdictionnl ��°nters in the revie�v �ren (check all thal apply):
❑ Tri6utap� �vaters: linear feel �cid�h (ft).
❑ Other non-�relland o�mers: acres.
[dentify type(s) of�vaters: .
❑ VA'etl�nds acres.
NON-JURISUICI'IONAL \1'ATERS, INCLUDING �\'ETI,ANDS (CHCCIC ALL THAT APPLY):
❑ If po�ential �vetlands �cere nssesstd wi�hin the rcvie�c nrea, Ihese areas did not mezt Ihe criterin in the 1987 Corps of Engineers
lVetland Delinealion �limual and/or approprinte Regionnl Supplcmcnts.
❑ Re��ie�v area induded isolated «�a�ers �vith no subs�antial ne�us ro in�ers�nte (or foreign) commerce.
❑ Prior to Ihe Jan 2001 Supremz Court decision in "SIPdNCC." �hc rcvie��� area «�ould hava been regulaled bnsed so�c�r on Ihe
"bligratory Bird Rulz' (NfBR).
❑VVnters do not mcet �hc °Si�ni�icnnt Nexus° standard, �vhere such a finding is required forjurisdiction. Explain: .
❑ Other. (e�plain, if not covered nbore): .
Provide acreage estima�es for nunyurisdic�ionnl wnlers in Uie revie�c nren, �vhere the sale potemial basis of jurisdiction is the �dBR
faclors (i.c., presence o( miecatory birds. presence ol'endnngered species, use of wnter for irri��ted agricul�ure), using best professional
judgmen� (cheek nll Ihnt apply):
❑ Non-�ce�lnnd ���ntcrs (i.c., rircrs, stre�ms): linenr Icel �vidlh (11).
❑ Lake.ciponds: acrts.
❑ Othar non-�setland waters: acres. List type of aqua�ic rtsource: .
❑ \Veilands: acres.
Provide acreage estimales for non.jurisdiciion�il �ci�ters in �he review nren thn[ do not meet Ihe "Significanl News" stnndnrd, ���herz such
a t'mding is rcquircd (orjurisdiction (check all Ihat apply):
❑ Nun-�ceUund �cnters (i.e., rirers, strenms): linenr fect, �vid�h (ft).
❑ Lakes/ponds: ncres.
❑ Other non-�vetland waters: acres. List type oCaquatic resource: .
❑ WeUands: acres.
SECPION IV; DATA SOURCES.
A. SUPPORTINC DATA. Datn reviewed for JD (cheek all thnt apply - checked iteins shnll be included in case file and, �rhere checkzd
and reques�ed, approprintelq referenee sources belo�v):
� Maps, pl�ns, plo�s or pint submitted by or on bchnlf of thc npplicanVconsultanC .
❑ Dam sheets prepared/submitted by or on behalf of the applicant/consul�nnt.
❑ Officc concurs �vith dnt� shcc�c/dclincation report.
❑ O(tice does nol concur ���ith da�a sheets/delinention report.
❑ Daia sheets prepured by the Corps: .
❑ Corps navienble �va�zrs` swdy: .
❑ U.S. Geologicnl Survcy Hydrolo�ic Atlas: .
❑ USGS NHD dma.
❑ USGS 8 and 12 digit I IUC maps.
� U.S. Ccological Surrey map(s). Cite scale & quad name: 124,000; Pisgnh Forzst.
❑ USDA �nturnl Rcsourccs Conscrvation Scrvicc Soil Survey. Ci�ation: .
❑ Natiunal wetlands inven�ory map(s). Cite nnme: .
❑ Slate/Local �cetland inventoq� mnp(s): .
❑ PG\9NFIR\4 maps: .
❑ 100-yenr f loodplain Glera�ion is: (National Geodectic Vertical Datum of 1929)
� Nhotographs: � Aerinl (Nnine R. Dnte): .
or � O�her (Nnme �@ Dnte): July 31, 2013.
❑ Previous �etznnination(s). File no. und dnte of response letter: .
❑ Applicablc/supporting case la���: .
❑ Applicnble/supporting seientific literaturo: .
❑ Other informntion (plcnsc spccif}�): .
6. ADDITIONAL CODIDICNTS TO SUPPORT .ID:

'^'._^� %��
� �3���a��,;?)
'1
���
�' � , ,
�t
ProjeclNa:
{f�BS No.:
Ferl. Air! Na
Png'<d'I7ar6ing \'u. (Lduvnl Unf
13-08-0063
HISTORIC ARCHITLCTOR� ANll LANDSCAP�S
NO SURV�Y RCQUIR�ll FORM
This form only pertains to Historic Architectw•e and Landscapes For this project [t
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJ�CT INrORMA
N/A
17BP.14.R. l27
N/A
Conirty; Transyh
Docnr�teiit MCC
Ty �e:
Tu�lding: St1te
Tedera! I�J' Yes U No Pei��nit NWP ]4, 401 Cert.,'CVA
Perinit(s): Type(s):
Proiect Descriutio�r.
Replace Bridge No. 870106 over Boylston Creek on SR 1502 (King Roacl).
OP' HISTORIC ARCHIT�CTUI2� A
P�S R�VICW
Descriulion ofrevieiv ncJivilies. resrdts, and conclusio�is:
Review of HPO qu�d maps, I-IPO GIS informntiou, historic designations roster, and indexes was
undeit�ken on August 29, 2013. Dnsed on this review, there �re no existing NR, SL, LD, DE, a SS
properties in the Area of Potential Eff'ecls, which is 75' fiom the centerline e1cl� w1y and 300' from each
eud of the bridge. There are Ihree homes within �he APE, hvo are under fifty yenrs of age b�sed on
Tr�nsylv�nil County GIS/I'�x information nnd oue is over fifly years of nge. 9] King Rd., built 1955, is a
one story frnme house northwest of ihe bridge; it is unremark:�ble and not eligible for Nntion�l Register
listing. Bridge No. 106 is n timber bridge built 1955, it is not eligible for NR listing. 'Chere nre no
Nationel Register listed or eligible properties within the APE and no survey is required. ff desigu plans
change, �dditional review will be required.
1f'/rv 1/re nvni/nble i�ifornin(io» nf'ovi�fes n relinble bnsis fov rensautblv U�•ediclir�p 1/�nt //lere
are i�o «�lidentired sipniTcnitt hislo��ic nrchitect�u•n! or lnnrlscnne resoru•ces iir 1/re nroiec!
nrerr.
HPO qund maps nnd GIS informntio�� recording NR, SL, LD, DG, �nd SS properties for �he Transylvnnin County
survey, Tr�nsylvania County GIS/Tnx infomintion, mid Google Maps �re considered valid for �he purposes of
detennining Ihe likelihood of hista�ic resources being presenl. There �re no National Register lisled or eligible
properties within the APE aiid no survey is required.
SUPPORT DOCUMCNTATION
�Map(s) ❑Previous Snivey L�fo. ❑Photos ❑Correspondence
FINDING BY NCDOT ARCHITGCTURAL HISTORIAN
NCDOT Acchitectural Historian
NO SURV�Y RGQUIRED
L`
Date
❑Design Pl�us
Hb/orie Arzpltenurr nnJ /.m�d�in�xa A'O SUAV/iY R/iQl/72/iU funu/uM/lnnr I'imi7rovnllon Pn jrrli ns Cl��alifirJ In Ihe 1007YmRmrunmGC AgrrrnrtvV.
Page 1 of 2

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Page 2 of 2

Projec!'!'ineking A'o.:
13-08-0063
NO NATIONAL REGIST�R OR IIISTORIC PLACES
`�o `��;� �LIG[BL� OR LIS'1'ED ARCHA�OLOGICAL SITLS r��sc��y
� U� ,�,;r +; PRESCNT OR AI+PGCTCD P'ORM ,� ��Q �o�
%� � �;i 7'his Conn only perlains to ARCIIAGOLOGICAL RBSOURCES Cor Ihis projecL Il is not u< ` ����
�"; � 1i valiA for Hisloric Arcliileclure �nd Landsc�pes. You musl consal� sepamlely wilh Ihe �x�,?,_L"�,�.�
Hisloric Archileclure �nd L�ndsc� �es Grou �
� � . �E 1•
,. `, a�9�t�a�r
PROJGCT INRORMATION
Pi ojec[ No:
!V/3S No:
Bridge 106
17BP.14.12.127
Co��n[y..
Docmuent:
Transylvnnin
MCS
DEL' 1 1 2013
RA. No: u/� P'umling: � Stnte Federal � a
❑ ��������t� .�s�:
!'edernl Peruti! Reqaired? � Ycs ❑ No Pe�ir:r( 7'ype.� N�VPl4-401 Ccrt-TVA
Project Descriplioit: %7�is prnjecl is mi i�ile�isire rn•chneo(ogicn( snrvey neu! evnl�rrdio�i for tlie
reNlnce�nen! of Brirlge No. 106 o�i SRI502 (Kii�g Rd) over BoyLstou Creek (I3rirlge IOG; {VI3S No.
I713P19.R127; PA Na. 13-08-OOh3) in Trnusyh�miin Connty, NorNi Crn•nlinn, ils sNecifted Gy U�e
NCUO%; tlic siu�vey nren n�id �Iren of Pnlentinl Lffecis (APL') for m•chneo(a�� extends 300ft (91.44ui)
nor/hcnst n�id 300ft (91.44n�) snntlnves! nloug SRI502 fi•oui ei!lier end of Uridge No. IOG. T'he corridor
rs npNr�.riinruely ISOft (45.73i�r) rvide eete�idriig 75 feel (22,86m) ou eiUier side ofSRI502 fi•am ila
�resc�il ceii�er. �
SUMMARY OR ARCHA�OLOGICAL rINDINGS
7hc Nor/h C�a�olina Departiuent of Trnus�o�?nlion (NCDOT) A�•chnenlogy Grorrp revieiverl
!he suLject project ai�d dete�vni�terl:
� 'I'liere nre �io Nation�l Register Iisted ARCHAEOLOGICAL SITES within tl�e project's
�re� of potential effects.
❑ No subsurface arcl�aeological investigations are required for this project.
❑ Subsnrface iirvestigalio»s did not reveal the presence of;my arch�eological resources.
� Subsurflce investigations did not reveal the pcesei�ce of a��y archaeological resourccs
cousidcred eligible for the National Register.
❑ All identified arcli�eological sites loc�ted within tlic APE have been considered eud nll
complinuce for archneological resources wilh Section 106 of lhe Nation�l Historic
Preservntion Act and GS 121-12(a) h�s been completed for this project.
� There is �io Natio�ial Register Eligible or Listcd ARCHAEOLOGICAL SITES present or
affected by tliis project. (Attach �ury notes or docu�ner�ts as neederl)
"A'O NdTlONdL REGLS]ER ELIGIIILb'OR LlSTF,D ARCl/A6'OLOGIC'AL SITt.'S PR£.SEN]'OR.IFFGCTED
fonnlor Alivar TimuYOr(nlion Pi o%rrh ne QmdifrrAin Ihe lOW Pro.4rnnmmlic ASrramrnl.
I nf 3

Projecl7i'<rckiiig �\'o.:
13-08-0063
Brief descrip(iau �f re��ie�v aclivities, residls of revieiv, n�id coiiclrrsious:
An arch�eological survey nnd evnluntion for repl�cement of Bridge No. l06 on SR 1502 over I3oyls[on
Creck in Tr�nsylv�nia Counly was conducted on Oclober h, 2013, by T�sha Benyshek, Michael Nelson,
E3clindl Cox, and Brenda Magouirk-Nelson of TRC Gnvironmentel Corporation (7'RC). During the
wwse of the survey, oue previously tmiden�itied archaeologic�l site (3I TV 1073) was located within thc
project APC. The nrchneological resource is recammended not eligible for Ihe NRHP, �nA no further
nrch�eologicnl inveslig�lions are needed for this project.
SUPPORT DOCUMCNTA'CION
See �ttached: � Mep(s) ❑ Previous Survey Info
Other: Cidtw•al Review
Signed
NCDOT AI2CHACOLOGIST
� Photos
��
❑Correspondence
te
.',\'O N.ITIO,VAL /UfGISIIiR /:L!(i/OL6Ulf /JSI l:O ARCf/.Il:LLOIilCAI. Sl/!S'YFlSI%NTOH AFFL'CiG'U
�,,.,���. er„o, r.�,�,��o.mr,o,� rR���.i� �. q„�d/�.•d„� rn.� mm r.o8.��,;,n��r� ns.�z,���,�i.
2 0(9

Projee! 7inrd'ing Na.:
13-08-0063
SiJMMARY OI�' CULTURAL 12ESOURC�S RGVII�;W
IJrrefrlesa�ipliat ofrcview nclivilics, restJLc ofrcvieiv, nnd ca�chtsrous:
TRC has conducted an intensive �rchaeological sw vey �nd evala��ion for ihe replacement of E3ridge No.
IOC on SR 1502 (King Rond) over Boylston Creek in Ti.�nsylvani� County, Nor�h Carolina (figw�es I
and 2). As specifiecl by the NCDOT, Ihe survey area and Are1 of Polentinl F.ffects (APE) for archaeology
eslends 300 feet (91.44 m) norlhcast nnd 300 fcet (91.44 m) soulhwest along SR1502 fiom eitlier end of
Bridge No. 106.'I'he corridor is npproximately I50 fect (45.73 m) �vide extending 75 feel (22.86 m) on
either side of SR1502 from i�s preseu[ cenler.
A m�p review �nd site files search wns conducted by I3elinda Cox of TRC at thc Office of State
Archaeology (OSA) Western [3r�nch on September 26, 2013, which supplemenled a previous NCDOT
review. Eight sites are locnted wi�hin n mile radius of ihe project area, including 31 TV IO2, which is
recorded �vithin or directly adjncent to the project APE. Holden (1966) initi�lly recorded 31TV 102 �nd
fouud a Woodland triangulnr pp/k; the site was recorded as being uoiih of Boylston Creek mid jusl easl of
Long I3r�nch in a small sloping lield.'Phis description is consistent wi�h condilions immediately to �he
north of thc cwrent APE. \Vetmore later revisiteA a Middle Woodland site she recorded as 31'f V 102.'I'he
site fonn indicates ihat the site was located in a fallo�v field �hnt was to be developed, �ud includes ihe
description "IndustriaP' on Ihe sile condition portion of �he form.'fhe industrial set�ing Wetmore
describes fits ihe surrounding �rea to the west of the APL. Wetmore's map of shovel test locntious shows
31"PV102 wesl of Sutto�ilLong E3rnnch (Wehnore I993:126), nnd based on this map is I80 m west of the
etu'rent APE, well outside ihe current survey �re�. 'fhe Holden and Wetmore 31TV 102 bcations are
likely differeut sites, nnd it is possible that 1Netmorc revisiled 31TV 101 rnlher fhan 31TV 102, as
31TV 101 is localed west of Sutton Creek. Regardless, Holden's 31TV 102 is likely closcr to ncarby NC
280 to the nnrih of ihc projecl area, within the �gricultur�l fields in thnt direction.'I'he uorihern portion of
the cwrent APE consists of a residenti�l men, and Ihe I�ndforms are modified in this location. Only one
of fhe tliree residen�ial slruchires within the APE are depicted on �he 1965 USGS map (USGS 1965)
(anly 2 of 3 nre on recent 1997 USGS mnp �USGS 1997]), however, so it is possible th�t 31TV 102 was
located iu wli�t is no�v a developed nre�. Site 31TV 102 was not rediscovered during the cinrent survey
Topogr�phic maps, United States Department of Agricidhue (USDA) soil survey maps, �nd historic maps
were examined for information on nnfural or cultural variables Ihat might have affected site locations.
"fhe Price nnd SUn�her map (1808) shows "Bouydstones" Crcek and iributaries, �long with 1 ro�d
crossing "Bouydstones" Creek, but no other detail in the area. The MacRae map (1833) depicis Boylstons
Creek, along �vitli some of i�s �ributaries, �nd � ro�d �hrough fhe valley bul no o�her detail in lhe �rea. The
Kerr map (1882) also depicis Doylston Creek mid a road in ihe are�, but no detail in Ihe project area
ci�her. The 1906 Pisgah quadrangle contains much more detail and shows Boylston Q�eek, nloi�g with
Sutton Creek and Long D�.�nch, al�hough Long Branch is not labeled. NC 280 is shown iu its �pproximate
currenl locatio�i, as is a ro�d in the SR 1502 location along with the creek crossing in or near its current
locntion. No sh uctwes are depicled wilhin N�e APE, �I�hough several nre shown further to the soudteast
(USGS 1906). Simil.irly, the 1935 and 1945 Pisgah Poresl USGS quadr�ngles do not show �ny structures
wilhin the APL-; (USGS 1935, 1945). As mentioned nbove, a single structw�e appears on ihe 1965
quadrnngle, in the northwestern portion of the APE (USGS 1965). [3y �he time ihc 1965 map �vas
photorevised, hvo houses are presenl, wi[h ihe addition of one in ihe soull»veslern quadrnnt of the APE
(USGS 1978).
On-line soils data show hvo soil types �vithin ihe project area (NRCS 2013). Mos� of Ihe area is mapped
as Rosman fine sandy loam, 0-2% slopes, Gequently Flooded. These soils occur in tloodplains. Most of
the residenli;�l nrea is classified as Bi<�ddock loam, 2-8% slopes �nd consist of siream Icrrnces comprised
of old ;tlluvium (NRCS 2013).
••h'O il.i]/011AL R/i4/SlIJf F/lG/U/.601f //5//iU Alt(7lAbYl/d]GlCA/.57/!iS P1USS/iNT U2.1/�(�G( 9f:D
/„n,/ >nam, 9ron,pwmr,on r.,y: n� n. Qual�e��Li ine zon� r,�og�o,�ninur ng.oa,narir.
3 ot9

17ojeel Tincking No.:
13-08-00G3
'fhc archneological field swvey included a systematic �valkover of the APE to search for �bove-ground
fentures and �he excnvtllion of 21 shovel �esls (T�ble I) in areas I�cking stn�iding water, weNanA soils, or
signs of severe dislurbance. AII qundrants of tl�c APE were found suilable for sliovel testing. The shovel
tests measumd 30 cin in diameter nnd were excavated to subsoil or at least 75 cin belo�v sm face (cmbs);
all soils ihnt were not obvious fill werc dry-screened ihrough '/a-inch mesh. Limited augering was
conducted at tl�c bases of select shovel tesls to further assess the potential for buriecl sites and to find ihe
depth lo basal gravels.
The western por�ions of �he APF, nre tvi�hin a resideNial area, and landfonns appeared largely modified
(�igwes 3 and 4), �Ithough S'fs 4 and 6 encountered intnct �Iluvial soils nearest ihe crcck. No nrtif�cts
were rccovered in that area. The eastern part of the APF cousists of �griculturnl fields Hint �vere planted in
corn at ihe time of sw vey (�igure 5). Sm f�ce visibility was approximntely SO%. No artifncts werc
recovered from shovcl tesls ro the south of SR I 502, nor were any observed on Ihe surFlce.
One very low density sile w�s ne�vly discovered (31TV1073) in the northeastern quadraN of the APE
(see Figures 2 and 5). Ten shovel tests were excavated in the site area. Soils all consisled of loamy
alhrvium, buf were variable, wilh some shovel tesis (e.g., ST7) appcaring to encounter swales �vhile
others contained n more clear A over B soil sequence. Some shovel �esls contained mottlecl, hydric soils
at ihe b�ses. Only three artifecls were recovered, consisting of � piece of quar�z debitage and l�vo sherds.
The sherds �re bo sinall end eroded to allow component identificatimi. No artifacts were observed on Ihc
surfnce. The si�c may coutinue to the north oulside of ihe APE, slthough � cursory look at the surface in
that direclion did not revenl any �rtifacts. The landform rises in ihat direction and �hat area m�y havc been
iuore nth�active for prehistoric occupation, as it would have been less frequenNy flooded. Due to tite very
low density, sile 31"I'V 1073 is recommende<I not eligible within the sw�vey area.
[3ased on tlie results of ihe backgrouncl research nnd field survey, ihere is no evidence that NRHP-eligible
archaeologic�l resources are situaled within the Bridge 10( APG. Consequently, no additionnl
archacological investigations are recommended for this projecl as cunenlly defined.
Sinccrely,
�F;,/ /��,�,1�,(
Tasha E3enyshek
Senior Archaeologist/Assistant Program Manager, Asheville
TRC Environment�l Corpor�tion
.�xa N�ivo,v.v. xrtcisuua utrc;mut oa usreo.uzcr»,�cruomrdi..ein:srm_se�rvroa,���i�i,� �nru
/�,,,,/�.nm,�. r.�„„��on.�m» � r,��<.n �� {�,�„�,/„�r„ n�r zao� v.��X.�,,..,�„n� d�,.,��,�,�c
4 ot9

Projee( 7rnakiiig A'o.:
13-08-0063
RGFLRGNCCS CITED
Ilearn, Edwarcl �V., and G.M. M�eNider
1906 S'oilSSuvey o("I'roi�sylrnnin Coanly, NoiiL Cnro/inn. U.S. Government Printing Office, \Veshinglon,
D.C.
Kerr, W.C.
1882 ,blop ojNa7/� Cnroli�io. On file, Norih Cnrolina State Archives, Raleig6.
MacRne, John
1833 A New Map of ihe Slale of Norih C�rolina. lohn MncRac, Fayctleville, and H.S.'Panner, Philadelphia.
Nalional Ilesources Conservation Service (NRCS)
2013 Nnlural Resources Conservatiou Scrvice, Uniled Sletes Depndment of Agricultivc \Veb Soil Survey.
Avnilable online nt htip://websoilsmvey.nres.usdagov/ nccessed September, 2013.
Price, Jon and John SlroUier
1 SOS The �irst Aclunl Survey oFflic Sfnfe of Norih Carolinn. Plnte IX in A�or!!� Carolinn in �6/nps, edited by
1V. P. Cwnming, 196G. Sl�le Depnrtmenl of Archives nnA Hisiory, Rnleigh.
U.S. Geologicnl Survey (USGS)
1906 Pisgah, N.C, �opogr�phic mnp ( L'25,000).
1935 Pisg�ih �orest, N.C, 7.5-minule topographic map (124,000).
1945 Pisgnh I%orest, N.C, 7.5-minule �opogr�phic ntnp (L•24,000).
� 965 Pisgoh Foresl, N.C, 7.5-miuute topogrophic mnp (124,000).
1978 Pisg�h Porest, N.C., 7.5-minute topugraphic mep (124,000>.
1997 Pisgah Fores�, N.C., 7.5-minute lopographic map (124,000).
T�ble 1. Archoicological Sites Idmitificd in thc Brid�c 106 Sw�vcy.
Shm�cl'1'csls Arlifac�s
Sife N Componenl(s) "Potnl* Pre6. klisl. I.ilhic Cernmic Ilisloric 'I'ol�l Recommend•��i�
31TV1073 UnknownPrchistoric 10 3 0 I 2 0 3 NufEligiblc
` Includcs all shovcl Icsls wilhin 30 m of positivc tesls
T�blc 2. Sife 31TV1073 Arfif�ct
rrov o�rn� Lfplll i(rv enuac� uescri
ST7 I 40-GO I Debiingc quatlz
S"I'17 1 25-35 I ShcrJ croJeJ
S'C20 1 0-37 I Shcrd residu:
,.xa N.ruo�v,�i. �urci.sn:it ircir,mi.r ors i.is�rru nrsonicoi.a;u>m sirzn� rtu�se�,vron sr�rcr�u
/ un/ar,ihnor Tsuny�onunon !'rolrnr m Qunh/uJ In tliz 100] Piagm..maiic Agnuurni.
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ProJetl Tinrkirig No.:
13-08-0063
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Figure 3. View of the uorthwesteru porlion of the E3ridge No. 106 APE nnd cxtant siructurq view
nm theast.
�igme 4. View of the sou�investern portion of tlie 6ridge No. 106 APC and extant slrucitn'e, vie�v south.
"h'O NA7/ONAL N�G/SIA%t A%.!C/lJ/,llOR 1J57ED MC//dI,YJl.OGICdL S[ZGSPIiIlJ6Nl'Olt AFPfC]/iU
/onn f rdlino� Trmupunmim� Pr jea�s nr QunllrRie �Ar 100] Progia.mnNe Agrenirm
8 of9

Po�oJectTrnrking Nn.:
13-08-0063
--,::::�— �k¢��,.�. -- =— ==t
Pigure 5. Vic�v of Ihe eastern portion of �he Dridge No. 106 APE, Site 3 I'f V 1073 on righl, view
uorthwest.
••A'O NA//ONAL R/:GL1TliR /:LG/0/,7i OR L!S(l1D ARCHAGOLO(:/CAL Sl]BSYRfiSh'NTOR Ah%�TC7/iD
J m� forA7i�mr Tiampormriai Pio/rrn m[lursl f:d in �Ae 10011'rogrmm�;nrie Agnemeu�.
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�-- ro Nc-zao
BEGIN PROJECT
-L- STA.10+85.00
GRAPHIC SCAL&S DESIGN DATA
50 25 0 50 100 ADT 2011 = 600
�J
PLANS
50 25 0 50 � 0 7 = 6 %
������ V = 35 MPH
PROFILE �HORIZONTAL)
l0 5 0 l+ � FUNC CIASS =
MINOR COLLECTOR
������ I
PROFILE IVERTICALI $UBREGIONAL TIER
S'1T'.A\'T'T', (OO1F �t(01��1��I C.P\RCOT.,I11���
�I S�ISI(��� ({�F' ��T'�I Z��r�,�1'�S
TRAI�SYLVAI�IA COUI�TY
LOCATIOI�I: BRIDGE #106 OPI SR 1502 (KIPIG ROAD)
OVER BOYLSTON CREEIC
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE
� "�llR�lA+�E WATER IMP/-�(: fS PFRMIT
�SITE 1
-L- STA.12+86.82
PROJECT LENGTH
LENGTH ROADWAY = 0.081 MILES
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TOTAL LENGTH = 0.085 MILES
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OSGS 510. 3009 5158 (REGION l BWE RIOGE)
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INi1VE f.'AiFPN1 CON5195 Of lU1FPJAL IHAi 6 ESCAVAIf� FAOSI lHE SiREqVI 6EO
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RISESPAN PAllO 01d USE CH4Pi 16 HD�S 90' HFAD\IRl�USE SCAIE 9
EFFEQIVE A4FA ACiUAI NIVERi AfFA BIOCKALE A4EA
EffERVE,ARFA 118 416 6 50_F(�BLOCK4GEAPG i]09 dN'.=Pbb50.RJ= 91850.R.
EQUNALENL_BO% SI2E I J HK?AS �l ¢UPIE�� 91 E53 1] ] R. ,� _
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SITE DATA
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DESIGN DATA
Mdeog I! �hd_USGSSl9]Ci5581EG0 3FLUFi�G[�
H d oul':< 0 3 �?�hod MfC AS VF L 1 fa01 1 4 E SF BIOICS EOM1SiO CVEER Sf150i
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MFOFIWION i0 6E SH0\'/N O�' PUJJS
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O.etlaVF 9.D'.Ao:9a...._ I55..__..cls Fc9uenq..._.JP...._..)�. Eleec 3335.6___A.
SAG Siq qT 13-9891
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CULVERT SURVEY 8 HYDRAULIC DESIGN REPORT
N. C. �EPAFiI.1EM OF TRANSPORiA➢ON
DNISION OF HIGHV/AYS
HYDRAUlICS UNR
PALEIGH, N. C.
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