20160106 Ver 1_Application_20160202

Carpenter,Kristi
From:
Sent:
To:
Cc:
Subject:
McHenry, David G
Tuesday, February 02, 2016 2:11 PM
Beckwith, Loretta A SAW
Chapman, Amy; Carpenter,Kristi; Barnett, Kevin; Andrew Henderson
([e-mail]); Chambers, Marla J; Deyton, Joshua B; DeWit, Benjamin
J; Davis, Mark S
NCDOT Nationwide 14 Application for Bridge No. 314 Replacement in Henderson
County
Attachments: NCDOT_B314_Henderson_NWP 14 Application.pdf; NCDOT_B314
_Henderson_Plans.pdf
Follow Up Flag:
Flag Status:
Follow up
Flagged
Please accept the attached application and plans for a Nationwide 14 Permit to replace Bridge No. 314 in Henderson
County. Please advise if you need additional information or clarification for the application.
Thank you for your assistance with this matter.
Dave McHenry
Environmental Specialist
NC Department of Transportation/Division 14
828 586 2141 office
828 246 -7078 mobile
dqmchenrv(cancdot.qov
253 Webster Road
Sylva, NC 28779
, � � � � .� ti
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Corps Submittal Cover Sheet
Please provide the follo�ving info:
1. Project Name Bridae 314 on SR 1141 (HidawaS� Cove Roadl
2. Name of Property Owner/Applicant: NC Department of Transportation
3. Name of Consultant/Aeent: N/A
'Agent nulhorizntion needs m be attached.
4. Related/Previous Action 1D muitber(s): N/A
5. Site Address: N/A
6. Subdivision Name: N/A
7. City: Hendersonville
8. Couuty: Henderson
9. Lat: _35.282708° N Long: -82.485216° W (ApproY. Project Center)
] 0. Quadr�ngle Name: Heudersonville (35082-C4-TF-024)
l 1. Waterway: Perry Creek (B)
12. Watershed:_ French Broad River (06010105)
13. Requested Action:
X Nationwide Permit # 14
General Permit #
Jurisdictional Determination Request
Pre-Application Request
The follo�vi��g informatian will be completed by Corps office:
AID:
Prepare File Folder Assign number in ORM Begin Date
Autliorization: Section 10 Section 404
Project Descriptioi�/ Nature of Activity/ Project Puipose:
Site/W�ters Name:
Keywords:

,;.
r.:
Transportation
February 2, 2016
Ms. Lori Beckwith
U. S. Army Corps of Engiueers
NCDOT Regulatory Project Manager
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
PAT McCRORY
covcma
NICHOLAS J. TENNYSON
Srarfpry
Subject: Nationwide 14 Permit Application
Replacement of Bridge 314 on SR 1141 (Hida�vay Cove Road) over Peny Creek.
Henderson Couuty, North Carolin�
WBS Element No. 17BP.14.R.44
Dear Ms. Beckwith:
The North Carolina Department of Transpo��tation (NCDOT) is proposing to replace the subject
bridge. This bridge is a sh�uctw�ally deficient 16.5' L s 20' W single span timber deck ou timber
joist structure. The ne�v struchue will be a 2� 45' L s 1 I' W x 5.5' H reinforced concrete bos
culvei�t on a I 15° skew and 1.89% slope. The bridge and culvert work �vill be staged to handle
traffic on this dead end road during the construction. The culvert inve�t �vill be buried one foot
below the stream bed. Also, tlte low flow cell will I�ave L' H inlet and outlet sills and a mid-cell
baffle and the high flow cell will have 2' H inlet and outlet sills and floodplain benches. These
features should maintain a low flow channel morphology, hold some bedload in tl�e culveit while
also transporting inflowing sediment, and facilitate aquatic life passage through the crossing.
Please find enclosed a PCN application, preliminaryjurisdictional determination form, Division
of Mitigation Seivices acceptance letter, SHPO Concunence Forms, maps, plan sheets,
photographs, and other supporting project information.
The Noith Carolina N�tural Heritage Program lists 40 species with federal stahis for I Ienderson
Couuty that are known from current records or were kno�vn to occur in the county historically.
The bog turtle (Gly�ienrys nruhlenbergii) is listed as threatened due to similarity of appearance [o
the northern bog uutle. Eight species, Carolina no�4hern flying squirrel (Glnucanys snbrnrais
colornnrs), Appalachian elktoe mussel (A(nsmidonto rmenelinnn), swamp piuk (Helonias
ballntn), small whorled pogonia (]soh•icr merleo(oides), bunched arro�vhead (Sngi�trn•in
fasciculrrin), mountain sweet pitclter plant (Snrrnceni� jonesir), white irisette (Sis�n�incltiun�
dicltotorntun), and no�rthern long-eared bat (NLEB, �lL��olrs sepleno•ionrdis) have current records
and are listed as threatened or endangered.
The Appalachiau elktoe mussel is found in well-osygenated, cool-water rivers with moderate to
fast flowing water and stable, mised-subsh�tes of silt, sand, gravel, and/or cobble. Tlie
Appalachian elktoe records in tlie region are from relatively large streams sucl� as the French
Broad, Little, and Mills rivers. There ai� no records of occurreuce in tributaries to these rivers.
Peny Creek do�vnstre�m of the bridge flows into Osceola Lake and joius Mud Creek (2.1 miles
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Bridge No. 314 Page 2 Pebrunry 2, 2016
Peny Creek downstream of the bridge flows into Osceola Lake and joins Mud Creek (2.1 miles
downstream), which then flows another 10 miles before it meets the French Broad River. Mud
Creek is too polluted with sediment to support mussels. And, Peny Creek is too small to support
mussels.
The terrestrial l�abitat in the vicinity of the bridge has been dishu'bed by the roadway and its
mainten�nce, a drive�vay, and manicured lawns ai�d landscaping. As is typical in much of
suburban Henderson County, the riparian habitat on Peny Creek is mostly comprised of hu�f
grasses �vitli scattered shrub and h ee cover.
The bridge site is only about 2,120 feet in elevation, so there is no habitat present for the Carolina
no�thern flying squirrel.
White irisette habitat includes mid-elevation slopes with open d�y to mesic oak-hickoiy forest,
typically on rocky steep terrain witli shallow soils. This plant has only been found in the eastern
part of Henderson County. Tlie area near the bridge is landscaped and not suitable for white
irisette.
Swamp pink and motmtain sweet pitclier plants botli require saturated-soil wetlands, usu�lly bogs,
while bunched arrowhead is considered a submerged aquatic plant tl�at is associated with low
flow seepage areas. There are isolated wetlands in the Henderso��ville area within a few miles of
the bridge that suppoit tliese plants. However, there are no �vetlands in or near the project area.
Small whorled pogonia occin's in open, dry, deciduous woods with acid soil, though it can also
occtu' on slopes along streams. It is also kno�vn to occur in rich, mesic forest in association with
white piue and rhododendron. Habitat is Iacking for this plant because there are no woods near
the bridge and the stream is not along a slope.
NLEB are k�iown to roost in caves and mines in winter and, in summer, on h'ees with sloughing
bark or on structures, includiug concrete bridges that retain heat. The esisting bridge is a low
timber structure that should be too cool for bat roosting. During the field scoping and subsequent
site visits we did not see any evidence ttiat bats were using the bridge for roosting (i.e. staining or
guano). Also, there are no caves visible near the bridge and the nearest underground mine is over
9 miles away (USGS data). This project will require the removal of one large Nor�vay spruce and
possibly a few large white pines, but iioue of the trees appear to be suitable for bat roosts. Tliere
are no kno�vn NLEB hibernacula or maternij� roost trees with 0.25 mile or I50 feet, respectively,
of the bridge site. Therefore, the project should be consistent witli esceptions for incideutal take
outlined in the NLEB Pinal 4(d) rule which goes i�ito effect 2/16/l6.
The project is limited in scope to the replacement of bridge with a culvert on an esisting roadway
alignment Erosion and sedimentation control measures will be implemented to minimize
adverse effects of the work on aquatic habitats. Habitats for listed species are lacking at the
project site ancl none of these species were observed during tield visits. For these reasons and
tltose discussed above, we recommend that a determination of "no effect" on listed species apply
to this project (except for NLEB).
This projecl �vas reviewed by NCDOT's Human Environment Unit in 2011 for potential effects to
historical architechu�e and archaeology. Su�veys for architecture and archeological resources
were conducted �vith conclusions of"uo resow•ces present/affected".

Bridge No. 314 Page 3 Febniary 2, 2016
sedime��tation are being effectively controlled. If the devices are not functioning as intended,
they will be replaced immediateiy �vith better functioning devices.
Impncts to Waters of the United States
Periy Creek (DWQ Class: B) is shown on the USGS topographic map as a perennial stream. The
cliannel is well defined and approsimately 10' wide with a substrate of silt, sa�d, and cobble.
Periy Creek at tlie bridge is about 2.1 miles upstream of Mud Creek, which then flo�vs about l0
miles to the Freiicli Broad River (HUC 06010 LOS). The French Broad River meets the defiuitio�i
of a Traditional Navigable Water. For these reasons, we believe Peny Creek is a Relatively
Permauent Water and is under thejurisdiction of the U.S. Army Corps of Engineers.
Repincement of the bridge with a reinforced concrete bos culvert �vill result in impacts to waters
of the United States as listed in the table below.
Site No. Existing Coudition Proposed Coudition Net
Statiou Im �ncts
16.Y L x 20' W single- 2 r� q5' L x l 1' W s 5.5' H reinforced
Site I spai� timber deck on 45'
timberjoist bridge concrete box culvert
Site IA fi'ee-Flowing stream ��»Pe�vious dike and temporary flow �Q�,
diversion
Site 2 streambed and banks constructed Floodplain be�iclies �vith rip 2�,
rap (upsh'eam of the culvert)
Site 3 streambed and bauks constructed tloodplain benches with rip 20,
rap (downshea�u of the culve�t)
Totnl Permaueut Stream Impact fm• Culvert 45'
Total Tempm•ar,y Stream Lnpact fm• Impe�vious Dike and Flow Dive�sion 100'
Total Pe�•mAuent Sh•e�m Impact fm• Floodplain Beuches and Rip Rap 47'
Permits Requested
NCDOT is liereby requesting authorization under Section 404 of the Clean Water Act to praceed
with the construction project outlined above. By copy of this letter, 1 am asking Ms. Marla
Chambers, Western DOT Review Coordinator for the North Carolina Wildlife Resources
Conunission (NCWRC), to comment directly to you cancerning the 404 Nationwide Pennit
request.
[ am also requesting authorization under Section 401 of the Clean Water Act from the Noi11i
Carolina Department of Environmental Quality, Division of Water Resources (DWR). In
addition, [ am aski�ig Ms. Chambers and Mr. Ben DeWit, Roadside Environmental Field
Opera[ions Engiueer (NCDOT), to comment directly to me concerning this permit request.

Bridge No. 314 Pa�e 4 Pebruary 2, 2016
lf you have any questions or need additional information, please contact me at [phone] or
Mr. Josh Deyton, PE, at [phone]. Your early revie�v and consideration will be greatly
appreciated.
Sinc � � � �
� � � � �-
Dave McHenry
Division 14 Environmental Specialist
Enclosures
cc: Ms. Amy Chapman, Division of Water Resources, DEQ, Raleigh
Ms. Kristie Lynn Carpenter, Division of Water Resources, DEQ, Raleigl�
Mr. Kevin Baruett, Division of Water Resources, DEQ, Asheville
Mr. Andrew Henderson, Biologist, US Fish & Wildlife Service, Asheville
Mrs. Marla Chambers, Western NCDOT Revie�v Coordinator, NCWRC
Mr. Josh Deyton, PE, Division 14 Bridge Management Engi�ieer, NCDOT
Mr. Ben DeWit, EI, Roadside Environmental Field Operations Eugineer, NCDOT

o� F N1 ATF9OG
� � �
O -`�_'J- ^�Y
OKce Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Constructiou Noti�cation (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought Trom lhe
Corps � Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verifed by the Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certi(ication — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certifcation — Express ❑ Riparian Buffer Aulhorizalion
1 e. Is this nolification solely for the record For the record only for DWQ 401 For lhe record only for Corps Permit:
because written approval is not required? Certificalion:
❑ Yes � No ❑ Yes � No
1f. Is payment into a miligation bank or in-lieu fee program proposed for mitigalion � Yes ❑ No
of impacts? If so, altach the acceptance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coaslal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concem (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replace Bridge No. 314 on SR 1141 over Perry Creek
2b. County: Henderson
2c. Nearestmunicipality/town: Hendersonville
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or State 17BP.14.R.44
Project No:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if Mark S. Davis, Division 14 Environmental Supervisor
applicable):
3d. Street address: 253 Webster Road
3e. Cily, state, zip: Sylva, NC 28779
3f. Telephone no. 828-586-2141
3g. Fax no.: 828-586-4043
3h. Email address: [e-mail]
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Olher, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. AgenUConsultant Information (if applicable)
5a. Name: N/A
5b. Business name N/A
(if applicable):
5c. Slreet address: N/A
5d. City, slate, zip: N/A
5e. Telephone no.: N/A
5f. Fax no.: N/A
Sg. Email address: N/A
Page 2 of 10 PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identifcation no. (tax PIN or parcel ID): N/A
1 b. Site coordinates (in decimal degrees): Latitude:35.282708 Longitude: -82.485216
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to perry Creek
proposed project:
2b. Water Quality Classifcation of nearest receiving water: B
2c. River basin: French Broad
3. Project Description
3a. Describe lhe existing conditions on lhe site and the general land use in the vicinity of the project at the time of this
application:
The general landscape is a single-family residential with scattered small farms.
3b. List the total estimated acreage of all existing wetlands on the property:
N/A
3a List the total estimated linear feet of all existing streams (intermittent and perennial) on lhe property:
200
3d. Explain fhe purpose of the proposed project:
The purpose of the project is to replace a structurally deficient 16.5' L x 20' W single span timber deck on timber joist
bridge with a 2@ 45" L x 11' W x 5.5' H reinforced concrete box culvert on lhe existing localion.
3e. Describe the overall project in detail, including lhe type of equipment to be used:
Erosion and sedimentation control measures will be installed. The old bridge will be removed and the culvert installed in
the same location using staged construction to maintain traffic. Track hoes, dump lrucks, bulldozers, cranes, paving
equipment, water pumps, sandbags, diversion pipe and various hand tools will be used to accomplish the work.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for lhis property / � Yes � No ❑ Unknown
project (including all prior phases) in the past?
Comments: N/A
4b. If the Corps made the jurisdictional determination, what lype
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delinealed the jurisdictional areas? Agency/Consultant Company: N/A
Name (if known): N/A Other: N/A
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
N/A
5. Project History
Sa. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown
this project (including all prior phases) in the past?
Sb. If yes, explain in detail according to "help file" insUuctions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
N/A
C. Proposed Impacts Inventory
Page 3 of 10 PCN Form — Version 1.3 December 10, 2008 Version

1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wellands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are welland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem ora
W1 ❑ P � T N/A N/A ❑ Yes ❑ Corps N/A
❑ No ❑ DWQ
WZ � P� T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
WS ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetl:�nd impacts
2h. Comments: N/A
3. Stream Impacts
If lhere are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3 a. 3 b. 3c. 3d. 3 e. 3f. 3 g.
Slrearn impact Type of impacl Slream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or inlermiltent DWQ — non-404, width (linear
Temporary (T) (INT)? olher) (feet) feet)
S1 � P❑ T Culvert Perry Creek � PER � Corps �0 45
❑ INT � DWQ
S1A � P� T Temp. Flow perry Creek � PER � Corps 10 100
diversiong ❑ INT � DWQ
S2 � P❑ T Floodplain perry Creek � PER � Corps 10 27
bench/rip rap (up.) ❑ INT � DWQ
S3 � P❑ T Floodplain perry Creek � PER � Corps �0 20
bench/rip rap (dn.) ❑ INT � DWQ
S4 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S5 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h.
Total Permanent Stream Impact for Culvert 45'
Total Temporary Stream Impact for Impervious Dike and Flow Diversion 100'
Total Permanent Impact for floodplain benches and rip rap 47'
3i. Comments:
Page 4 of 10 PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, lributaries, sounds, ihe Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacls below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent(P)
or Tem ora T
01 ❑ P❑ T N/A N/A N/A N/A
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impncts N/A
4g. Comments: N/A
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete lhe chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) SUeam hnpacts (feet) Upland
Pond ID proposed use or purpose of (acres)
number pond
Flooded Filled Excavated Flooded Filled Excavaled Flooded
P1 N/A N/A N/A N/A N/A N/A N/A N/A
P2
Sf. Tot�l N/A N/A N/A N/A N/A N/A N/A
5g. Comments: N/A
Sh. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no: N/A
Si. Expected pond surface area (acres): N/A
5j. Size of pond watershed (acres): N/A
5k. Melhod 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 mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleinan
6b. 6c. 6d. 6e. 6f. 6g.
Bufferimpact
number— Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) for Stream name mitigation (square feet) (square feet)
or Tem ora T im act re uired?
B1 ❑ P❑ T N/A N/A ❑ Nos N/A N/A
62 ❑P❑T ❑Yes
❑ No
B3 ❑P�T ❑Yes
❑ No
6h. Tolal buffer impacts N/A N/A
6i. Comments: N/A
Page 5 of 10 PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken lo avoid or minimize lhe proposed impacts in designing project.
The bridge is being replaced with a box culvert on the same location. Sills will be added to the culvert to help retain a more
natural channel morphology and to help ensure aquatic life passage.
1b. Specifically describe measures taken lo avoid or minimize the proposed impacts through construclion techniques.
BMPs will be installed to minimize effects on aquatic habitat. A flow diversion will be used so that road fill and old bridge
materials can be removed and the new culvert conslructed in a dry work ernironment.
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 the U.S. or Waters of the State?
26. If yes, iuitigation is required by (cl�eck all ihat apply): ❑ DWQ � Co�ps
❑ Miligation bank
2c. If yes, which mitigation option will be used for this project? � Payment to in-lieu fee program
❑ Permiltee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (altach receipt and letter) Type N/A Quantity N/A
3a Comments: N/A
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is altached. � Yes
4b. Stream mitigalion requested: 45
4c. If using stream mitigation, stream temperature: ❑ warm � cool ❑cold
4d. Buffer mitigation requested (DWQ only): N/A square feet
4e. Riparian wetland mitigation requested: N/A acres
4f. Non-riparian wetland mitigation requested: N!A acres
4g. Coastal (lidal) wetland mitigation requested: N/A acres
4h. Commenls: N/A
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permitlee responsible mitigation plan, provide a description of the proposed mitigation plan.
N/A
Page 6 of 10 PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of lhe riparian buffer that requires miligation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 N/A N/A 3(2 for Catawba) N/A
Zone 2 1.5
6f. Total buffer mitigation required: N/A
6g. If buffer mitigation is required, discuss what type of miligation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoralion, payment into an approved in-lieu fee fund).
N/A
6h. Comments: N/A
Page 7 of 10 PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified � yes � No
within one of lhe NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: N/A ❑ Yes ❑ No
2. Stormwater Mana ement Plan
2a. What is lhe overall percent imperviousness of this project? N/A %
2b. Does lhis project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: N/A
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The plan is covered under lhe NCDOT General Stormwater Permit No. NCS000250
2e. Who will be responsible for the review of lhe Stormwaler Management Plan? ❑ Certified Local Government
NCDOT ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is lhis project? N/A
❑ Phase II
3b. Which of ihe following locally-implemented stormwaler management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan wilh proof of approval been ❑ Yes ❑ No
altached?
4. DWQ Stormwater Pro ram Review
❑ Coaslal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
altached? ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements7 ❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page 8 of 10 PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or lhe � yes ❑ No
use of public (federal/stale) land?
1 b. If you answered "yes" to the above, does lhe project require preparation of an
environmental document pursuant lo the requirements of lhe National or Slate ❑ Yes � No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
Stale Clearing House? (If so, altach a copy of the NEPA or SEPA f nal approval
letter.) ❑ Yes ❑ No
Comments: N/A
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 A200)7
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in � yes � No
additional development, which could impact nearby downstream waler quality?
3b. If you answered "yes" to the above, submit a qualitative or quanlitative cumulalive impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This project consists of the replacemenl of a structurally deficient bridge. The road infrastructure is not being upgraded.
The secondary and cumulative impacts from lhis routine construction project are expected to be insignificant.
4. Sewaye Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of lhe subject facility.
N/A
Page 9 of 10 PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will lhis project occur in or near an area with federally protected species or � Yes ❑ No
habitat?
5b. Have you checked wilh lhe USFWS concerning Endangered Species Act � yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field OKce you have contacted.
� Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
North Carolina Natural Heritage Program Database and site visits during and after lhe field scoping process.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fsh habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
N/A--There are no marine or estuarine habitat within the Blue Ridge Physiographic Province
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will fhis project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation � Yes � No
status (e.g., Nalional Historic Trust designation or properties signifcant in
Norlh Carolina history and archaeology)?
7b. What data sources did you use to determine whelher your site would impact historic or archeological resources?
The project was submitted to the NCDOT's Human Environment Unit for review. Surveys for architecture and
archeological resources were conducted with conclusions of "no resources presenf/affected". (see attached forms).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
Dave McHemy '
Division Environmental Specialist eN,� ���� Z—Z /�
ApplicanUAgenPs Signature Date
AppllCani/Agent'S Pfinted Name (AgenPs signature is valid only iF an aNhorization Ielter from the applicant
is provided.)
Page 10 of 10 PCN Form — Version 1.3 December 10, 2008 Version

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Ertvironmeittal
Qualiry
October29,2015
Mc Mark S. D�vis
NCDOT Division 14 Environmental Supervisor
North Cnroluia Department of Transportation
253 Webster Road
Sylva, North Carolina 28779
PAT MCCRORY
C,ovornnr
DONALD R. VAN DER VAART
s„ _ ,
RECEI VED
OCT 2 9 1015
Dear Mr. Davis: D��'�'O
SubjecL• Mitigation Acceptzitce Letter: I V 1(�
Division 14 Project, ReplTce Bndge 314 on SR 1141 (Hidaway Cove) over Perry Crzek,
Henderson Counly; NBS Element 17BP.14.R.44
Tlie purpose of tlus lefler is to notify you tl�at the Division of Mitigaliou Services (DMS) will provide the
compensa�ory slream mitigation for ihe subject project. Based on the uif'orn�atiou received on October 28, 20] 5, the
impacts are located 'u� CU 060IO105 of the Frencl� Broad River Uasn� u� lhe Sonll�em Moimlauts (SM) Eco-Region,
and are as follows:
French Brond Slream Wetl�nds Buffcr (Sq. FtJ
0601U105 Cold Cool 1Yann Ri �rinn �'on- Cnaslal Zone I Zone 2
SM p` Ripnriau Mersh
Lnpacls 0 45.0 0 0 0 0 0 0
feeUacres)
TLis impac[ and associated mitigation need were uuder projected by ihe NCDO'I' in the 2015 impact data.
DMS will commit �o implement suflicient compensatory stream nuligntion credits lo offset the unpects associated
with this project es detern�uied by tlte cegulatory agencies using the delivery timeline listed iu Sectiou P3.c.ui of the
In-Lieu Fee Instniment dated July 28, 2010. IC the above referenced impact amounts are revised, lhen Ilus
mitigation acceptance (etler will no longer 6e valid and a new mitigation acceptance letler will be required Gom
DMS.
8420.
If you have any queslions or need additioual udomiation, please contact Ms. Beth Hanuou at 919-707-
Su�cerely,
�.,._�;�.�.��. �L��
�;
lames B.'Stanfill
Credit Manegement Supervisor
cc: Ms. Lori Beckwith, USACE-Asheville Regulatory Field Office
Mr. Josh Deyton, P.E., NCDOT - Divisiai 14 Bridge Mauitenance Engineer
Ms. Linda Fitzpatrick, NCDOT - PDEA
File: SR1141-Bridge314-Divisionl4
� %�Nothing Compares;"-,,,
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ATTACHMENTA
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUNDINFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): z-�-zois
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
NC Departmenl of Transportalion, Mark Davis, Division 14 Environmental OKcer
253 Websler Road, Syiva, NC 28779
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Replace bridge 314 on SR 1141 (Hidaway Cove Road)
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC Courlty/parlsh/boroUgh: Henderson (�,j{�/; Hendersomille
Center coordinates of site (lat/long in degree decimal format):
Lat. ss.zaz�oa °N; Long. -az.naszis °W.
Universal Transverse Mercator: 3sas3a.s, ssosaos.szo�e n
Name of nearest waterbody: Pe�ry c�eek
Identify (estimate) amount of waters in the review area:
Non-wetland waters:
,so linear feet: �o width (ft) and/or acres.
Cowardin Class: Rausi
Stream Flow: �ffe���i
Wetlands: ��a
Cowardin Class: ��a
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: �a
Non-Tidal: ��a
1

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
� Office (Desk) Determination. Date: z-i-zois
� Field Determination. Date(s):
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
� Maps, plans, plots or plat submitted by or on behalf of the
applicanUconsu�tant: Ncoor
❑ Data sheets prepared/submitted by or on behalf of the
appli❑cant/consultant.
Office concurs with data sheets/delineation report.
� Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
� USGS NHD data
� USGS 8 and 12 digit HUC maps
❑✓ U.S. Geological Survey map(s). Cite scale & quad name: � ZQk He�ae�so���ue
❑ USDA Natural Resources Conservation Service Soil Survey.
Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
� 100-year Floodp�ain Elevation is:
(National Geodectic Vertical Datum of 1929)
0 Photographs: � Aerial (Name & Date): or
QOther (Name & Date): g3�a 50-��w�e Pnocos, szs-zoii
� Previous determination(s). File no. and date of response letter:
� Other information (please specify):
�

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre-construction notification" (PCN), or requests verification for a non-reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, incfuding whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicanYs acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an ofiicial delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
3

This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
later iurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
a
�/ � %
�..� !� ;��., �/�-/r�
Signature and date of �
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Estimated
amount of
aquatic Class of
resource in aquatic
Site Number Latitude Longitude Cowardin Class review area resource
1 35.282708 -82.485216 R3U61 200 linear feet Non Section 10
— non-wetland

l7rda;( ir:uAm: '.r. �inl.•r��,ri Cs:l
(HA)11-Q8-Q111
10 PR[�:IIIti'1'OktIC OR IIlS'I'Of21C PROPI?R'1'll:ti
PIt1�;S{:N'I'/AI�'1� l:C l'ICll 1�'OIL\l
riio,n�:rr ��ro�t���n�rio,y
��,��,f�-�-r ;� �,:
I67i.S A'2 17BP.7.4.R.44
1C�1. :Vn:
1'cdc•rul (C%.lil('Ll Yernri! ltrurrt�rrl,'
Curnrri• Henderson
Uur�r��trlil.•
l�lurdi�i4,: X Slatc Pedcral
NWP3pr1q
X 1'cs ❑ \o P��rnrrl7i'pe:
Prnjrct IJ�urrplinil: RPplace Bridge No, 314 on SR 1141 (Hidaway Cove Road) over Perry
Creek with offsite detour (no improvements planned).
SU11t�Tr1RY OI� FfND1NGS
!h� :\'o�7lt ('�a Dli�tu U[��m'b»en! of'I'rnJl5flaYutinl7 i,\'('UU'I'j Yc>Yieu'ed /he sUhjC<'r pPojec7 aru( [Itte'rulineil:
I listoric r1rchi�ec�wc:�Land:capc.i
fhcrc arc nu \'ali0n;ll Rcgi5lCrvli�[cd or SIUd�' I.isl4d ��roperlies �viillin Ihc pro,jcd's:u'cca o(��p�tNial
cflccis.
I hcrc arc no �sropcnics Ic�� Ih;in fifh' �cars old nhich arc cunsidcrcd li� ntc4t Crilcri,i ('unsidcratinn ( i
��ithin Ihc proj�;:l's arc;t o(notcnli�d cifcc�s.
❑ I here arc no prupenies �vithin Ihr prqjc� t's nrca uf polcnti�l cffrcts.
U I here are propertic; e�vcr tift�� yc�r> old within ihe vca of po�cntial cffe�ts, hu� the�' do not mect the
cri[cri�i ti�r listin_� on lhc Nalion�l Rc�,istc�.
n iV I�ru��crlics ;trr,itcr Ihan ]0 ycurs nf agc lucalcd in Ihr :\P1=, h;�vc I,ccn cansidcrcd ;ind ;ill coinplioucc
fcir hitiloric �irchilcctarc �tiiih ticction 10G n1 Ihc �'tuiun�il Ilisli�ric Nr4scrvalion i\ci ;utd (iS I?I-12(a) has
bccu complc�cd fur Ihis projrc�.
X I hcrc �i« • no 6istoric propertics prc,cnl or �ilYecicd b� this prujcel. (A11�trh mi� �ruritr or ilucm�icnla ac
rtectlr<O
r\« �!mcol�r,v
❑ I hcre �ire no \;uiun;tl Itegister-listed nr Study Lisled properties �� ithin d�e proje::t's ;ur�i oi �,otenlial
vllc-cts.
U \'n ;ub,w tacc arch�eolo�ie;il invc:ti��atioiu are rcquircd lin• thi: projcct.
❑ Sub,ur�iicc imr�li�.nliau> did nc�t revr�l Ihc presencc of nm �irch;iculu�ir,d resomres.
❑ Suh�urfacc invc;ii�alions did n��t rc�i•nl thc pres�ucc nf any archa�ologicnl resourcc� cnn;idcrcd clirihlc
fni Ihc Aaiionul kcei,lcr.
� I :111 i�lentilicd Arcliacoli���.ic�l tilc., locntcd �a'iiliiu ilic ;\PI'. lurcc I�ccii ccm�idcrcd nnd ;ill eomplfaucc fur
;neh++colup;ic.il resuurccs �cith Scclion 10(i „I' Ihc \;fliun,d Ilititoric Prc.�crvalion i\c� ;uid (iS 121 I_'{a)
I�;i. 6cen ciimplctcd Inr lhiti projc�t.
1 hcrc arc no liitturic p�opcitic: p�c�cni iir nll�cctcd 6�� Ihis F�r��jcct. (:f!lrrch ruiynnn�� nr do�'�nn�•nl.c m
ur��de�O
.A' Il, . , , , hr�� n. r, dd :r, .rrt. ,�f'„ r�. .., n rp li.�_ . _..�.-.n.
.�..;:)1.,r1��., :lno--.r_G.._�.�.�.�.r_.,.

su���a�i:�iiv or cu��rtiiz:�i, ar.soirxcrs arvir�v
/;rirJ�l.•�rri��riuituJrcii��ivucrivitic.�.resullsuf!'P1YC�C.(Utt/ru��rlusruac IIP04'Jehrevierredon2J
Septemher 20i I and yielded nn NI2, SI, SS, Dc)E, or Lb propertie; in the Area o( Potential EffecLti (APE).
He;idcrsun Counly currcnl GIS mapping, acrial photography, and tax infoimatioq indicated b;ao late-
lti^;enlieth-cenlury resources and five properlir; containing domestic 6uildinqs dating to the 1950s (i�s
477, 570, GO?, F16, and 619 Hida�vay Cove Ro.+d} in lhc APE (vi:.•svcd 22 Scptcmber 2011). Constructed
in 1951, 13ridge Nn, :51.4 is neither induded in the NCDOT Historic Brid9e Survey, nor representatfvc o(
any dislinclivc rnqfncering or acsthetk lype. fhe AI'L ex[ends 40U feet to eikher Pnd of the exi;tinc�
bridge (SE-h�VJ) and 100 fecl lo eilher sidu of Lhc SR ll�tl (Hidaway Cove Road) cente�line (NE-51'J) tn
encompas; all {�roposed con;truclion aclivi[ies as currenUy de(ined.
I he ahsencP of refia6le aerial photognphy and ciih2� imagery, a; tivell as the presen�e o( prc-1960
resources, indiwled an architectural sun�ey, cnnduded on l:i OctoLer 2pll. The survey Included
inve,tiy�+litin of 100 ;� uf lhe APE by aulomobile and on fr,ot, and the iclentification, photographing, and
mappinc� o( all at�ove ground resources over fifty ycars of agc in [hc hPL fhe resources of i'619
Hidaveay Cove Road stand avell beyond the AFE and are (urtl�er r�mtived (rom the existing bridge by the
inlcrvening curvature of the roadway, 'I he remaining four properties (!:s 922, i20, 603, and 61G
Hid_iva�ry Cove Rc�d, Property NumLers I, 2, 3, and 4 nn the attache;i ,u�vey map and photograph;)
con[ain houses tLat are unremarkable exantples o[ thcir types and all display diminished historic int2grity
duc. to alterations.
A findiny of "no historic properties affected" v�ill satisfy both GS 121-72(d) dnd Se�tiDil 1�6 coinplidilCe
requlrements.
should the design of the project change,
please notify NCDOT Historic Architecture as additional review may be necessary.
ti11PPOIl'I D[)(:U\1h;\'I'A'1'I[)N
Sc� au:�cl�cd: Location and survey maps; photographs.
Sis;ncd�
.
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MisYoric Architectueal Resources Bridge No. 314 Henderson County
WBS H 17BP.14.R.44 Surveyed 13 October 2001
f3ase map: Henderson County GIS (2011), NTS
NCDOT Historic Archilcrturo
Tra[kin^ �I 11-08-OS1]

:-,r : ,
Property fVo. �.. #4z2 Hidaway CoVe Roac�
"r-" _ _ ` �.,� _ �3
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Prop�rty fVo. Z. #520 Hidaway C�ve Road
[3ndgr fVo. 314, I iend�rson Cowity
11-�8-01 ll \NCiS hlo. ll�P.14.k.A4

Property No. 3. #�43 Hidaway Cove
Rrop�rty NQ. 4, #616 Hidaway Cove
❑ridgr fvn. 31•l, Hen[lerson County
11-UK-U11t 17R?.tq.ft.q4

SURVEYREQUIRED FORM -
PROJECT INFORMATION
Projecl No:
{�BS Na: 176P.14, R.44
F.A. No:
Federcr! (USACE) Per�ni! Required?
Prajec! Trncking Na. (br�¢rnal UseJ
11-�(.7-�111
---- -- �
Cou» ry: Henderson
Docuu�enl:
Frmdi�rg. X State Federal
X Yes No Per�iir�Tjye: NWP 3 or 14
Project Descrrt�rion: Replace Bridge No. 314 on SR 1141 (Hidaway Cove Road) over
Perry Creek with offsite detour (no improvements planned).
SUMi�4ARY Or CULTURAL RESOURC�S I2�VI�W — SURVIYREQUIRED
Bi�iejdescriptron efre��rew nclh�i7ies, resu!!s ofrevie�r, nnd conclusrons: HPOWeb reviewed on 22
September 2011 and yielded no NR, SL, SS, DOE, or LD propetties in the project area. Henderson
County current mapping, aerial photography, and tax information indicated two late-twentieth-century
resources and five properties containing domestic buildings dating to the 1950s (#s 422, 520, 603, 616,
and 619 Hidaway Cove Road) in the Area of Potential Effects (APE) (viewed 22 September 2011).
Constructed in 1957, Bridge No. 314 is neither included in the NCDOT Historic Bridge Survey, nor
representative of any distinctive engineering or aesthetic type.
Available aerial photography and other imagery are insufficient to accurately assess pre-1960s properties
and possibly other resources in a preliminary APE. APE extends 400 feet to either end of the existing
bridge (SE-NW) and 100 feet to either side of the SR 1141 (Hidaway Cove Road) centerline (NE-SW) to
encompass all proposed construction activities as currently defined.
The project will be reviewed for both GS 121-12(a) and Section 106 compliance. The presence of the
pre-1960s resources indicates the need for a field investigation,
SUPPORT DOCUM�NTATION
See atcached: location map
BY NCDOT CULTLJItAL R�SOURC�S PROr�SSIONAL -- S(IRVEYREQ(IIRED
;Y � ��L , n Historic Architecture (circle one)
NCDOT Cultural Resources Specialist
October 30, 2011
Proposed fieldwak completion date
S�nrey, Requlrad Funn jorAllnur Trnu�purtu�imi Pn jei ra os puoliJlyd in IGe 10U] Progrnnnno�ic Agrremrnl.
�P('DOT drdmrolnAry� k� Hiqarit Ard�i(envn� Groupr
Date

R'ajeelTrackirigi\'o. ([nleiwnl UseJ
11-OS-0111
NO PREHISTORIC OR HISTORIC PROPERTIES
PRESENT/AFFECT�D FORM
PROJECT INFORMATION
Prajecl No: Str.440314
FVBS No:
F.A. No:
17BP.14.RA4
N/A
Fet(era! (USACEJ Perrnit 2equu•e�l?
Cotovt��:
Dncmuenl.
Henderson
PCE or Min. Criteria Checklist
Funding: � State ❑ Federal
� Yes ❑ No PerrnrlType: NWP3orNWPl4
Project Descriplrac Bridge No. 314 on SR 1141 (Hidaway Cove) over Perq� Creek is to be replaced in
kind while making use of an off-site detour. There will be minor ditch-line impacts. "I'he Area of
Potential Effects (APE) should be 75' either way from the centerline of the bridge and 300' from either
end of the bridge. The bridge was originally built in 1954 and is in poor condition so it has been selected
to be replaced under the State Funded Bridge Replacement Program-Design-Build Year 1.
SUMMARY OT I'INDINGS
Tl�e Norll+ Cm�olu�n Depcu•lnte�il of Trn�rsporinlio�t (NCDOTJ rerieired Uie sttbjec! /n•qjec/ �md defermi�ted
Historic Architecture/Landscapes
❑ There are no National Register-listed or Study Listed properties within the project's area oFpotential
effects.
❑ There are no properties less than fifty years old which are considered to meet Criteria Consideration G
within the projecYs area of potential effects.
❑ There are no properties withiu the project's area of potential effects.
❑ There are properties over fifty years old within the area of potential effects, but they do not meet the
criteria for listing on the National Register.
❑ All properties greater than 50 years of age Iocated in the APE have been considered and all compliance
for historic architecture witli Section l06 of the National Historic Preservation Act and GS 121-12(a) has
been completed for this project.
❑ There are no historic properties present or affected by this project. (Altach nn�� notes or docuuieirrs as
needed)
Archaeology
� There are no Nalional Register-listed or Study Listed properties withiu 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 arcl�aeological resources.
❑ Substu face investigations did not reveal the presence of any archaeological resources considered eligible
Y'or the National Register.
❑ All identified Archaeological sites Iocated within the APE have been considered and all compliance for
archaeological resources with Section 106 of the National Historic Preservation Act and GS 121-12(a)
has been completed for this project.
� There are no liistoric properties present or affected by this project (dtmclt airy iio�es or doctru�e�lls ns
itecdetf)
.',A'o l/ialnrle Propardrs Presenr"fin�n jn.1/Innr Trnnxpoimilun Pi �cns a�� �JuolJi.dlu ih: SOOI Proyromnmiir Ayrcrmmr.
T'CDO7,-IrcLn. alo�n' R� Hi�r�vie bd�rtecnve Grneipc

SUMMARY Or CULTURAL R�SOURC�S R�VIEW
Briefclescriplion ofrerieiv aclivrlies, resadts ofrevieir, mid conclusrons:
A map revie�v and site file search �vas conducted at the Office of Sinle Archaeology (OSA) on Friday, September 23,
201 I. A comprehensive archaeological survey at �his particulnr bridge locatiou has never been conducted, and only
hvo (2) arohaeological sites have been recorded within oire ( I) mile of Ihe proposed project, both of which were
recorded along small iributaries a[ theirjuncture with Mud Creek. Digital copies ofHPO's maps (Hendersonville
Quadrangle) as well as the HPO\VEB GIS Serviee (htlp://gis.ncdcr.gov/hpo�veb/) �vere reviewed on Nlonday,
September 26, 2011. There are no known historic archilectural resources located wi�hin the project area that may
have intact archaeological deposits �vithin the footprin� of tlie proposed project. In addition, topographic maps,
historic maps (NC\9aps website), USDA soil survey maps, nnd aerial photogrnphs were utilized and inspec[ed to
gauge environmental fac�ors that may have contributed to historic or prehistoric se�tlement �vithin the project liinits,
and to assess ihe level of modern, slope, agricultural, hydrological, and o�her erosive-type disturbances within and
surrounding �he �rchaeological APE.
As stated in the Sm��e�� Reqriii�ed For�n for this project, "6ased on flood mapping, �he project area �ppears to fall
ou�side any potential Flood hazard. In addition, spa�ial data from tl�e rivo (2) archaeologicnl sites nearby suggest the
preseuce of Nalive American material near/along sivall tributaries Uiat draiu into Mud Creek. In addition, the
suspicious outline ofsome kind of feature (possible foundation?) can be seen on numerous aerials ofthe project area.
An overlay of Ihe 1907 Soil Map �ti�ith Ihe I990 USGS Quad Nlap depict a tunrof-ihe-cen�ury road I�aee �vith a
struchu�e at its end; whether or not these "features" correla[e requires additional investigation. Therefore, an
archaeological survey is reconmiended for Ihis project. A visual inspection of �he entire corridor should be
conducted first, followed [hen by archaeological investigations in Ihe 1�orlheasl and Southwes� Quadrai�ts ofthe
project nrea. Should the description of ihis project or design plans change prior to construction, then ndditional
eonsultation regarding archaeology may be required."
Field investigations of the r1PE �vere comprised of a pedestrian survey nud subsurface testiug to locate and assess
potentially significant archaeological remains that could be damaged or desfroyed by Ihe proposed briAge
replacemenl project. The pedestrian survey and subsurface testing �vere conducted ou the allirvial tercaces adjacen[
to Bridge No. 3]4. Subsurface [esting in these alluvial settings was Tccomplished d�roiigh ihe placement of four (4)
sl�ovel tests, one (I ) in Ihe S\V quadrant and tliree (3) in the NE quadrant, with a 30-m interval. Testing did not
occur within the N\V nor ihe SE quadrants based on the presence of steeply sloped terrain, terraced house lots aud
man-made hydrological I�ndscape fenlures (i.e. a pond with a ga�ed drivewny entrance). The subsurf�ce tests were
placed along the outer RO\V for S2 I 141 (Hideaway Cove). The suspicious linear fe��ure delected on numerous
aerials proved to be a ratl�er large garden plot (measuring abL 60 N. by 45 ft.) and does not con�elate wilh any
supposed hisloric struclure or road [race. The garden area had recendy been tilled revealing no archaeologicnl
materials, only rotten pota�oes and tometoes. Overall, no archaeological deposits �vere identified within the
proposed APE. No nrchaeological sites �vere idenli(ied �vilhin the proposed APE, a��d no fiuther archaeological
�vork is recommended prior to conslrucliou. A finding of"no liis[oric properties" is considered nppropriate in
association �rith Ihis bridge replacement project.
Shovel Test Pit Discussion (see map for spatial reference):
STP l: 0-23cmbs, IOYR 4/3 S[; 23-27cmbs, 101'R G/G SI; 27-6lcmbs, 101'R 4/4 SA SI (wet). Manicin�ed yard setting.
Alluvial banding loc�ted throughout lower slrata. No culhn�nl material
STP 2: 0-16cmbs, IOl'R 3/3 Lbl; I G-3lcmbs, 7.SYR 4/4 Cl�y LM; 3I-SOcmbs, IOPR 4/d Clay LM (damp). Ribbons formed
from the soil. Penced (electrified) cow pasture. No cultural material.
STP 3: 0-20cmbs, l01'R 3/3 LM and 7.S1'R 4/4 Clay LM; 20-52cmbs, 7.SYR 4/6 SA Clzy LM. Inside ihe fenced-in caow
pnsturc. No cultural material.
STP d: 0-l6embs, 7.SYR 5/4 SA LM; 16-42cmbs, 7.SYR 5/6 SA; 7.SYR 5/8 SA. Inside [he fenced-in cow pashu�e.
Strati�raphy �ras very different in tt4 �vhen compared to N2 end #3. No cultural material.
..,\'o llivmric Propartl��aPnrmur'.�mn fn.ViunrT on�Erurm�im� Prnfeorc n: Qxnlefiedlu iG: 200] PragrornmeNo,lyiremer�i.
.A'CDOT,lydw��u(ayn� R- Htsroric Arrhilernve Oiuvps

SUPPOItT DOCUMENTATION
See attached: Figures, Photos
Signed:
�(,l�t� / v( U /�-Ll�
�
Cultural Resources
NCDOT
October 20, 201 I
Date
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Figure L Hendersoirville, N.C. (USGS 1965 [PR1990]).
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,A'('vOT Ar.�hnrulotn� R- Histmie Areldre. mre Groups

Photo L Na�dieast Quadrant, lookiug Northcast.
Photo 2: Southwest Quadrant, looking West.
..A'n HI vmda Pr,rpaniu� PraeanY' f mu/ r Sln�nr Trm�vpnnounn Ih jacrs m Qualefie(!u iLa 300) Progrmuumno d.4rcemeni-
T'CIXIT: bdrnroln�� d- (/trinnc.bddiocnna Grnupc

Photo 3: Northwest Quadrant, Iooking North at Gated Entrance and Man-Made Pond.
Photo 4:Southwest Quadrant, looking Southeast at Garden Plot.
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Photo 5: Northwest Quadrant, looking East at Gated Eiitrance, Man-Made Pond, and Utilit}� Lines.
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SURVEYREQUIRED FORM
PROJI?CT INFORMATION
Project A�o: Str.440314
II'BS No:
RA. Na.
fU77aL��'.��E!
N/A
Federnl (USfICE) Perniit Regtrired?
Cormh�:
Docanire�it
Projen Trn<king �\'o. llnlernnl (JseJ
11-�g-�111
Henderson
PCE or Min. Criteria Checklist
Fao�drng: � State ❑ Federal
� Yes ❑ No Permit Iype.� NWP3 or NWPL4
Prqject Descriplion: Bridge No. 314 on SR 1141 (I lidaway Cove) over Perry Qeek is to be replaced in
kiud while making use of an off-site detour. There will be minor ditch-line impacts. The Area of
Potential Effects (APE) should be 75' either way flom tl�e ceuterline of the bridge and 300' tiom either
end of the bridge. "Che bridge was originally built in 1954 and is in poor condition so it has been selected
to be replaced under ihe State �unded Bridge Replacement Program-Design-Build Year I.
SUMMARY OP' CULTUI2AL RCSOURCLS R�VIEW —SURVEYREQUIRED
Brieft(escription qJ rerieir ncln�ities, res�dts of�rei�ieii�, nnd conclusions:
A map revie��� and site file search was conducted at the Oftice of State Archaeology (OSA) on Friday,
September 23, 201 I. A comprehensive archaeological swvey at this particular bridge location has never
been conducted, and only rivo (2) archaeological sites have been recorded �vithin onc ( I) mile of ihe
proposed project, both of which were recorded along small tributaries at theirjuncture with Mud Creek.
Digital copies of HPO's maps (Hendersonville Quadrangle) as �vell as the HPOWEB GIS Seivice
(http://gis.ncdcr.gov/hpoweb/) were reviewed on Monday, September 26, 201 l. There are uo I:nown
historic architectural resow�ces located within the project area that may have iutact archaeological
deposits within the footprint of tlie proposed project In addition, topogrephic maps, historic maps
(NCMaps website), USDA soil survey maps, and aerial photographs were utilized and inspected to gauge
enviroumen[al factors that may have contributed to historic or prehista�ic settleme�it within the project
liroits, and to assess Nie level of modern, slope, agricultural, hydrological, and other erosive-type
disturbauces within and smrounding the archaeological APE.
A review of USGS maps, Web Soil Survey (Illtu:/h��ebsoilsurvev.nres.usda.eo�da�), aud Henderson
County G[S reveals a project area (i.e. APE) consisting primarily of one ( I) soil type: Codorus Ioam (Co,
arkaqua). These soils are generallp located on floodplains of slreams draining from the mouNains. ln
unprotected areas, �hese soils flood occasionally or frequently for very brief periods; protected areas are
subject to rare or occasional tlooding for very brief periods. Based on flood mappiug, ihe project area
appears to fall outside any potential flood hazard. Iu addition, spatial data from the hvo (2)
archaeological sites nearby suggest the presence of Native American material near/along small tributaries
that drain into Mud Qeek. In addition, the suspicious outline of some kind of feature (possible
foundation?) can be seen on numerous aerials of the project area. An overlay of the 7907 Soil Map with
the 1990 USGS Quad Ivlap depict a hu n-of-tl�e-century road trace �vith a structure at its end; whether or
uot these "features" correlate requires additional investigation. Therefore, an archaeological survey is
recommended for this project. A visual inspection of tlie entire corridor should be conducted first,
follo�ved then by archaeological investigations in ihe Northeast and Southwest Quadrauts of the project
area. Should Ihe description of this project or design pians change prior b construction, then additional
considtation regarding archaeology may be required.
Suredc ftzyuirad Fonr� f rr d/Irior Trousponuiion PnJrrn ns Qunllf�'d m iGe Z011) Prqeronin�atlo dgieemeur.
i\Z DOT Archorningr R� Hhrnrir Ardhnernvc fLonpa

11-08-0111
SUPPORT DOCUMGNTATION
See attached: Map(s) and aerial(s)
P' BY NCDOT CULTURAL RF.SOURC�S PROrCSSIONAL -- SURVEYREQUIRED
Archaeology HistoricArchitecture (circleone)
v �(,(.t�(/� ��" " September 26, 201 I
NCDOT Culhual Resowces Spec'ti[�I
V
October 30, 2011
Proposed fieldwork completion date
Date
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Sumyr Rcyuir.d Fbnr�jir,Vomr iruuspnnunuii YroJeon m Oun(JcJ in rAr LOOI Yrogrn mioiic A,Grarnieru.
SCDOTAmAneala�n'fiHtrrurt�drddreci�vuG�onpr �

Figure 2: Soil Map, North Carolina, Henderson Cow�ty Sheet (Hearn et aL 1907).
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County Sheel (Hearn et al, 1907).
.tium. i' 2rynh; d Forni (or,iLnm l ron�pwroiiun PrnJern ns Qeml�od !n iGr IOOI Yroym imnno Agreamem.
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NCDOT CONTACT:
HIGHWAY DIVISION 74 BRIDGE MANAGER
JOSHUA DEYTON, P.E.
(828�488-0902
TMERE IS NO CONTROL ACCE55 ON THIS PROJECT.
�
i
�'1[`'�']['E (�lF 1�Cfl;f2�'�I[`'I�T �C1�R.�1L.,�1��.�\
',�1`��I�ICfl�� (�]� 1���1����15�.(�\�'S
HEI�DERS�11t COU1�lTY
LOCATIOTI: BRIDGE #440314 OVER PERRY CREEK
OIY SR 1141 (HIDAWAY COVE)
w TYPE OF WORK: PAVING, GRADING, DRA7IVAGE £H STRUCTURE
WETLAI�D PERMIT
T177 A T�TT7►T!� ['
�• B 14.R.44
ENDERSON COUNTY CU
� a P.,o,..�
1
c`�4������� ` �
J-�{
�
PERMIT DRAWING
SHEET 1 OF 4
Plons Piemred br N3DRAULICS LNGINEER D!1'ISIOY OF HlGH11't11'S
GIL9PHlC SCALES DESIGN DAT.9 PROJECT LENGTH =�_,��,,F.���:FE�.,a��«u=�-so�,.E,n.�> sr.�re oF xorsrx cdaocm�
few.'ia,L.e'^re mrtea earce, v�ere iia
Alix 4F.�NIi 32125
LENGTH ROADWAV TIP PROJECT 178P.74.R.44 = 0.057 MILES AM@RICAN Mo,.E„�;.��az,�,
20 10 0 20 q0 ADT = 130 , Engineering � '�-� -=- PRELIJSINAIiY PLANS Q9 f0.9�Pry
; , , , , � I J DHV = NA �ror�o. .h`° "or:•.
D= NA zciz sr,a,�u.irsn seEarrcar�oxs Po.'or •E rox �o.- /o
PLANS o . r.e '','�
T = 7/0 ' src.uruu_ �
20 10 0 20 40 V- 20 MPH RIGHT OF IVA3' DATE: ALLISON C. lOHN50N, P.E_ '�' i�'� >°;�
�J vxolEcreccisera /20AD1I41Y DESlGN y iS�
������ I ` TTST =NA DUAL NA JUNE 3, 2015
PROFILE �HORIZONTAL) � - ENGINEGR �'oa �a�as*°
FUNC ClASS = LOCAL
RURP.L LETTING DATE: BENIAMIN C. PICKERING II, P.E. PRCLI�II\'dlt7' PLANS
4" � TBD exolEc� r�es�r,.r c�crsccx .""` -
P£
PROF�LE (VERTICAL) sre.uruxr-

k
NE�"S F,
SEe p �N2x50
StP�
TE�dFORARY SURFACE
PI�TER !MPACTS ,
i�
�
15" �'S
HROUGH �iW
41
SUSAN Fui EFITON 0'NENHY /
/
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h
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G� /�i /� c L
_
� SURFACE F
� /� YIATER PdPACTS �- -� �-
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Hicnako a. wnirr.��iae i /
44
ELIZABETH ANN &
CUFFOFO J.1.4ARF
����i�� DENOTES TEMPORARY DENOTES IMPACTS IN
C.i11�1_/� IMPACTS IN SURFACE WATER SURFACE WATER
O�
0
�J y
nnNCv H.8 5�
'�II�9l1RN R.00150� ,a$
/ �
0
?
- NKU NF�I �� N NI wi
— 12+50 13+00 13+50 74+00 14+50 15+00 15+50
+
0.EFfPLICE !:O SHffl NO.
P.14.R.44 5
N COUNTY CULVERT N44(
RI'/ SMEEf NO.
ro >or i? vo� �.srn.rno.�
b v�.�: �ro>..i e �
�11AMERIGAN
En¢ineerin�
�
PERMIT DRAWING
SHEET 2 OF 4
BBIDGE HYDflAULIC UATA
OESIGH DISCNANGE = 090 CFS
DESIGN FNEpUENCY = 25 Yfl5
UESIGN HW ELEVATION = 2156.0 FT
BASE DISCNARGE = 600 CFS
BASE FflEOUENCY = 100 Yfl5
BASE HW EIEYATION = 215].22 FT
OVEHTOPPIIiG DISLHARGE _ ]20 CFS
OYENTOPPIIIG FHEOUEHCV = *100 YNS
f1VERT0V0}NG ELEVATION = 215].8 FT
�

TE!APORARY SURFACE
VIATER IMPACTS ,
//
-_/_/ ___ _ _ _
i .- `/�
�-- " \J
� _ __
1 �
15" �5
ROUGH FI4'J
47
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rzaecr r�rEvx�ce r:o. snen eio.
17BP.14.R.44 5
DERSON COUNTY CULVERT #44(
ew sxErr r:o.
� >or .:� .oi �..����T�o..�
��5 �- ( Fc„� �2H a e :
' ,111 AM�RICAN
Engineering
_-= sooe coaroan�E cE�rrEn oaivE, suRi
--- - OIA0.LOTfE, l:ORTH CA0.0LIIlF 282]
NCtla. Ho. C-3B81
--- --
-------
--
-- -------- �-
XX—Y� -«
.1 / ��" . f __ . .. __- � —
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4 �=_ / _-_�-, � ���% - �
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� � �� ELRA�ETH ANi�: 2.- �
CLIFFOR17 J.1,1ARR
���li%� DENOTES TEMPORARY DENOTES IMPACTS IN
���L�LLL� IMPACTS IN SURFACE WATER _ SURFACE WATER
12+50 13+00
14+00 14+50 15+00 15+50
PERMIT DRAWING
SHEET 3 OF 4
BHIDCE HYOHAULIC OATA
�ESIGN OISCHAPGE = 030 CFS
�ESIGN FREOIIENCV = 25 Yfl5
DESIGII HW EIEVAT101i = 2156.0 FT
BASE DISCHIHGE = 600 CFS
BASE FPEUUENCY = 100 YPS
BASE HM ELEVATION = 215�.22 FT
OVENTOPPING UISCHAHCE _ ]20 CFS
OYENTOPPIHG FflEDUEHCY = *100 YNS
OVERTOPPING EIEVATIOH = 215].8 FT

ADDITIONAL INFORMATION AND COMPUTATIONS
O0.NNAGE ARFA = 1.1 SQOARE M1LE5, FRENCH BROM RIVfR BASIN, USE USGS
.__ . __.._ ................._ .._..............................__........................__....................._.....
FIOOWREQUENCYAPPLIUPONSTOOLVERSION_I],_UNWGED_LOUPON WORKSHEET,
......... ....
HTDROLOGIC REGION 2
= aov as, u�e siu as
= 13) ds USE <30 ds
= 513 Ax, USE 500 �ds
= 616 ciz. USE 600 ds
SITE DATA
Dm`noya Mea 1.1 50 MI _ � USGS /SfAFWA SiATS _
. ..... _._.. ...... ..... .__-
�y�qa;� FRENCH BROAD �� � RUW�L�hIOUMPINOUSf
............... ... . ._. . __.....
Slmom Cba'Almnon (Sud as irwl, H9h Wd;ry Wa�w, ek.l .8.........._.......__........._ ...............
Oo+a on E,i.tiq s��m _51l.GLE SPAN 1Ih19ER BRIDGE (Ip16 b� l BEO TO CROYM
.... .......____
Debri: PorEnloV Lom.. .h'sdera'e. %�__1f9„..._...
W�a m Anwe�res Vo o�d Da..n Srceam UPST0.FAlA 1/0250____51l.GlE SPMI fl A 185� .__..._
) BEO TO C0.0VM; DO\'MSIREMI 440099 SINGIF SPAN (I@ 25 ]1, )' BE� TO CROY/N
.___ _ ... ........ . _ _..
Gogx SoPon No NO WGE IN VICINfIY pe�y e�pswids .._HA........ >n
= Bd9 ds, USE 850 ds ______.... ..__.._ i �!ne OhaM1 s __'.-bA _._cta oa�e ._NA.. _....._ FrryoeM' hA
.._ _ _.__ ...
.... .- -- -.. ....---. .-.- .-.- H'stonwl flood Informalion
�nfl SUUJJ OWENBY Pe.wd e!
..- - ... -.... ..... .......- .-- ....... �'e �. EI:. oro hE�l Frc9._100.r.Swme 6Q3_HIDAWAY COVE......... G.o..1c-0ge40+�n
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.... . ......... . ... ..... . ..... ._._ ! ModSNdNS1aN� NON-FFAU ......._.....__.Pocdw�EtloblAv-0i NA_...
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...... ........_ __ _ ..._.... ..._...___... . .__. :
--�� - � , DESIGN DATA
.... . . _.. .. .. _ __ ;
• H�dm!og:ml AletFod USGS FtOOD-F0.EQUENLY APPl1CATIONS TOOL VFRSION 1 3 NNGAGED)
.... .... .... .... ... .--- -. ... .. HECFAS VENSION 410 �4403N PERAV CREEK SRI111. a
. .. __.. Nldrou4 DesSn N.E'M1od _ .. .. . ..Q ...
.._ _ _ ..... . ... ..... _..
. Des.�en ioh.nier p�� 49 h, Q� 5.? fi., o�_ SB...A.do, 605 p; q,9 _ 6.S .....A
....... . _ _ .... ___ "__._.. :
.._-.. _... ._. ... _..._.._. . : nau,:ie o�c�.-d
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.._. ..... ._. .... . _ ...... . . ....... '
: 4 a Hoa'.mi Rm'�wn Ve9�^N� ....._µ� .___..
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.... ._... __ .. .... ..._.._ _ _ .... '
Rc9v:red Qllel Prottl rn. CIA$$ I RIP RAP ON BANKS ___
... _ ..... . .......
._. __ __. ... _ ... ....... ...
. INFORhUTION TO BE SIIOYRJ ON P
... __ _ _.. .. ... _._ .... � 15 ELTden L � 3� b 11I6
' Dw:gn. R=dwrye ,d30.__ £s. frc4venn . . 25.. ._a [lev. ___ Y1560 ,,,,ry,
_.. __ _ .... _.__ ... .._ . .._' 600 eq.�erro' �oo � EI>.. .115�22 p
Pau Flood� 6rhmBa .... ds. Fr __ ......
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i o.a�oOVM �ariroJ= ...J20 .c(s. &HoyM'. _......! i+ 0ev .._ i1518__._N.
CULVERT SURVEY & HYDRAUUC DESIGN REPORT ���
N. C. DEPAATM£M OF TRANSPORTATION
UIVISION OF HIGMVAYS
Q: Hroenuuu UNR
RALEIGN, N. C.
a:
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