20160138 Ver 1_Application_20160215

Carpenter,Kristi
From:
Sent:
To:
Cc:
Subject:
McHenry, David G
Monday, February 15, 2016 10:34 AM
Beckwith, Loretta A SAW
Chapman, Amy; Carpenter,Kristi; Barnett, Kevin; Andrew Henderson
([e-mail]); Chambers, Marla J; Deyton, Joshua B; DeWit, Benjamin
NCDOT Nationwide 14 Application for Bridge No. 318 Replacement in Henderson
County
Attachments: NCDOT_B318_Henderson_NWP14 Application Package.pdf; NCDOT_B318
_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. 318 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
,4 � � �Y* �
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 Submitfal Cover Sheet
Please pi•ovide the follo�viiig info:
l. Project Name Bridge 318 on SR 1217 (Boyd Drive)
2. Name of Property Owner/Applicant: NC Department of Trausportatiai
3. Name of Consultant/Agent: N/A
*Agent autlioriza�ion needs lo be uttaehed.
4. Related/Previous Action ID numUer(s): N/A
5. Site Addeess: N/A
6. Subdivision Name: N/A
7. City: Flat Rock
8. County: Henderson
9. L�t: _35.278655° N Long: -82.44631° W (Approx. Project Center)
10. Quadrangle Naiue: _Hei�dersonville (35083-C4-TP-024)
1 L WaterwTy: Memiuger Creek (C)
12. Watershed: Preuch Broad River (06010105)
13. Requested Action:
X Natioinvide Per�uit # 14
General Permit #
Jarisdictional Determination Reqaest
Pre-Applic�tion Request
The following information will be completed by Coips office:
AID:
Prepare File Folder Assigu number in ORM Begin Date
Autl�orization: Sectiai 10 Section 404
Project Descriptioi�/ Nahu e of Activity/ Yraject Purpose:
Site/Waters Name:
Key�vords:

Transpar[ation
ree,���a�y � s, ao i 6
Ms. Lori Beckwith
U. S. Army Corps of Engineers
NCDOT Regulatory Project Manager
I51 Patton Avenue, Room 208
Aslieville, NC 28801-2714
Subject: Nationwide 14 Permit Application
Replacement of Bridge 318 on SR
Henderson County, Nortli Carolina
WBS �lement No. 1713P.14.R.45
Dear Ms. Beckwitli:
PAT McCRORY
Govemor
NICHOLAS f. TENNYSON
Sraelory
1217 (Boyd Drive) over Meminger Creek
The No�th Carolina Departiueut of Transpoi�tation (NCDOT) is proposing to replace the subject
bridge. This bridge is a structurally deficient 20' W s 18'7" L single spau timber deck on timber
joist shlichu�e. The new structure will be a 25'2" W(span) � T H� 38'9" L aluminum bos
cnlvert on a 75° skew and 0.05% slope. An off-site detour will be used to handle traffic during
construction. The culve�t will be buried one foot below the stream bed. Also, three 2' H sills aiid
baffles with 10' W by I' H deep notches �vill be attached to the boY bottom to maintain a low
flow channel moiphology, hold bedload in the culvei�t bottom, and facilitate aquatic life passage
througl� the crossing.
Ple�se find enclosed a PCN application, �reliminary jurisdictional detennination fonn, Division
of Mitigatiai Seivices acceptance letter, SHPO Concun ence Forms, maps, plan sheets,
photographs, aud other supporting project information.
The North Carolina Natural [-lerit�ge Program lists 40 species with federal stahis for Henderson
County that are known fiom cunent records or were la�own to occur in the county historically.
Tl�e bog tiutle (Gl}p(enrys »irrh(enbergii) is listed as threateued due to similarity of appearance to
the uorthern bog tu�tle. Eight species, Caroliva noithem Flying squirrel (Glar�conrys snbrinus
colorrdus), Appalachian elktoe mussel (Alnsnii�lonln rm�enelrmur), swamp pink (Heloinrrs
bullrun), small whorled pogonia (Isotrrn uiedeoloides), buucl�ed arrowhead (Sagu�ru•in
fnsciculnla), mountain sweet pitcher plaut (S�u•rncenia jonesrr), wttite irisette (Sisyrinchium
dicholoiu�nn), and northern long-eared bat (NLEB, Myolrs seplenhdonnlis) liave current records
and are Iisted as threatened or endangered.
The Appalachian elktoe mussel is found in well-osygenated, cool-�vater rivers with moderate to
fast flowing water and stable, mised-substrates of silt, s�nd, gravel, aud/or cobble. The
Appalac�ian elktoe records in the region are from relatively luge streams suc(i as the Erench
Broad, Little, and Mills rivers. There are no records of occurrence in tributaries to tliese rivers.
Meminger Creek downstream of the bridge joins Mud Creek (53 miles downstream), which then
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Bridbe No. 318 Page 2 February 15, 2016
flows another 6.8 miles wliere it meets tlie French Broad River. Mud Creek is too polluted with
sediment to suppart mussels. And, Meminger Creek is too small to suppo�t ntussels.
The terrestrial I�abitat in the viciuity of die bridge is wooded with scattered residences and
landscaped yards. The area near the bridge has been disturbed by the roadway and its
maintenance, buried utility line installations, a driveway, and landscaping on adjaeent residential
properties.
The bridge site is only about 2,000 feet in elevation, so there is no habitat present for the Caroliva
nortl�ern flying squirrel.
White irisette habitat includes mid-elevetion slopes witli open diy to mesic oak-hickory forest,
rypieally on rocky steep terrain with shallow soils. Tl�is plant has only been found in the eastern
part of He�iderson County. The area near the bridge is I�eavily shaded and damp, and therefore, it
is not suitable for white irisette.
Swamp pink and mountain sveet pitcher plants botli require saturated-soil wetlands, usually bogs,
while bunched arrowhead is considered a submerged �quatic pla��t that is associated with low
flow seepage areas. There are wetlands within a few miles of tl�e bridge that support these plants.
However, tliere are no wetlands dose to the bridge that �vould be affected by the project.
Small whorled pogonia occurs in open, diy, deciduous woods �vith acid soil, though it can occur
on slopes along streams. It is also laio�vn to occur in rich, mesic forest in association �vith �vhite
pine and rhododendron. Tliere are woods surrounding the bridge, but conditions are poorly suited
to small wliorled pagonia because of a closed cviopy, tl�ick understory, and flat terrain. Also, this
plant �vas not obseived during several site visits.
NLEB are laiowu to roost in caves and mines in winter and, in summer, they roost on trees �vith
sloughing bark or on structures, including conerete bridges that retaiu heat well. The eYisting
bridge is a lo�v timber structw�e tl�at slionld be too cool for bat roosting. During the field seoping
and subsequent site visits we did not see a��y evidence that bats were using the bridge for roosting
(i.e. staini�ig or guano). Also, there are no caves visible near the bridge and the nearest
uuderground mine is over I l miles away (USGS hcta). This project will require the removal of
h�ees, mostty smaLl hemlock and black�valnut trees, but uone of the trees appear to be suitable for
bat roosts. There are uo laiown NLEB hibernacula or maternity roost h'ees within 0.25 mile or
150 feet, respectively, of tl�e bridge site. Therefore, the project should be consistent witl�
e�ceptions for incidental take outlined in the NLEB Final 4(d) rule wliich goes into effect
February 16, 2016.
The project is limited in scope to the replacement of a bridge with a culvert on an existing
roadway alignment using an off-site detour. �rosion and sedimentation control measures will be
implemented to minimize adverse effects of the work on aquatic habitats. Habitats for listed
species are lackiug at tlie project site and uone of these species were observed during tield visits.
For tliese reasons 1nd those discussed above, �ve recommend that a determination of "no effecP'
on listed species app(y to this project (except for NLEB).
This project was reviewed by NCDOT's Human Environment Unit in 2011 for potential affects to
historical architecture and archaeology. The bridge is witl�in tlie Flat Rock Historic District.
Suiveys were conducted with determinations of "no adverse effect" on historic structures and
"no resow•ces present/aSfected" forarcheologicalresources.

Bridge No. 318 Page 3 February 15, 2016
NCDOT best mauagement practices will be used to minimize and control sedimentation and
erosion. The coustruction foreman will review all measures daily to ensure erosion and
sedimentation are being effectively controlled. If the devices are not functioning as intended,
tliey will be replaced immediately with better fwictioning devices.
Impacts to Waters of the Uuited Stntes
Meminger Creek (DWQ Class: C) is shown on the USGS topographic map as a perennial stream.
The cham�el is well defined and approsimately 8' wide witli a substrate of silt and sand with
gravel/cobble riffles. Meminger G'eek at the bridge is aboul 53 miles upstream of Mud Creek,
which then flows about 6.8 miles to the French B�road River (HUC 06010105). The Freiicli Broad
River meets the definition of a Tr�ditional Navigable Water. For these reasous, we believe
Meminger Creek is a Relatively Permanent Water and is under the jurisdiction of the U.S. Army
Corps of Engineers. Replacement of tl�e bridge witl� an alnminum bos culve�t will result in
impacts to waters of the United States as listecl in the table below.
Site No. �xisting Candition Proposed Conditiou Net
Statian Im �cts
20' W s 18'7" L single 25'2" W(span) � 7' H s 38'9" L
Site l span timber deck on 39'
titnberjoist bridge almninum bos culvett
Site lA free-flowing sh'eam ��»Pervious dike and temporary flo�v � 00'
diversion
Site 2 streambed and banks constructed floodplain beitches with rip 26,
rap (upstreaui of the culveit)
Site 3 streambed and banks conshucted floodplain benches with rip 18,
rap (downsh'eam of the culvert)
Total Permaneut Stream Impact for Culvert 39'
Total Tempora�y Stream Impact for Impe�vious Dilce and Plow Diversion 100'
Total Per�uauent Strea�u Imp�ct fm� Tloodplaiu Bencl�es aud Rip Rap 44'
Pei•mits Requested
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed
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
Commission (NCWRC), to commeut directly to you ca�cerning the 404 Nationwide Permit
request.
I am also requestiug auHiorization under Sectiou 40 L of tlie Clean Weter Act from the North
Caroliva Depaitment of Environmental Quality, Divisiou of Water Resources (DWR), ln
addition, 1 am askiug Ms. Chambers and Mr. Ben DeWit, Roadside Environmental Field
Operations Engineer (NCDOT), to comment directly to me conceruing this permit request.

Bridge No. 318 Page 4 Februery I5, 2016
Ifyou have any questious or need additional information, please contact me at [phone] or
Mr. Josh Deytou, PE, at [phone]. Yotu' early review and consideration �vill be greatly
appreciated.
'�icerely, �����
ave McHemy
Division 14 Environmental Speci�list
Enclosures
cc: Ms. Amy Chapman, Division of Water Resources, DEQ, Raleigh
Ms. Kristie Lynn Carpenter, Division of W�ter Resources, DEQ, Raleigh
Mr. Kevin Barnelt, Division of Water Resources, DEQ, Asheville
Mr. Andrew Henderson, Biologist, US Fish & Wildlife Service, Asheville
Mrs. Marla Chambers, Western NCDOT Review Coordinator, NCWRC
Mr. Josh Deyton, PE, Division 14 Bridge Management Engineer, NCDOT
Mr. Ben DeWit, PE, Roadside Environmental Field Operations Engineer, NCDOT

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Noti�cation (PC Form
A. A plicant Inform�tion
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1 c. Has lhe 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 Quality Cerfificalion — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorizalion
1e. Is this notifcation solely for the record For lhe record only for DWQ 401 For lhe record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for miligation � Yes ❑ No
of impacts? If so, altach the acceptance letler from mitigalion bank or in-lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the projecl located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replace Bridge No. 318 on SR 1217 over Meminger Creek
2b. County: Henderson
2c. Nearest municipality / town: Flat Rock
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or State 17BP.14.R.45
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 Dave McHenry, Division 14 Environmental Specialist
applicable):
3d. Street address: 253 Webster Road
3e. City, stale, 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. Agenf/Consultant Information (if applicable)
5a. Name: N/A
5b. Business name N!A
(if applicable):
5c. Slreet address: N/A
5d. City, state, zip: N/A
5e. Telephone no.: N/A
5f. Fax no.: N!A
5g. Email address: N/A
Page 2 of 10 PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1b. Site coordinates (in decimal degrees): Latitude:35.278655 Longitude: -82.44631
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Meminger Creek
praposed project:
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: French Broad
3. Project Description
3a. Describe the existing conditions on lhe site and the general land use in lhe vicinity of the project at the time of lhis
application:
The general landscape is a mixture of forest and single-family home sites.
3b. List the total estimated acreage of all exisling wetlands on the property:
N/A
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
100
3d. Explain the purpose of the proposed project:
The purpose of the project is to replace a structurally deficient 18'7" L x 20' W single span timber deck on timber joist
bridge with a 25'2" W(span) x 7' H x 38'9"' L aluminum box culvert on the existing location.
3e. Describe the overall project in detail, including the type of equipment to be used:
Erosion and sedimentation control measures will be installed. An off-site detour will handle traffc flow. The old bridge will
be removed and the culvert installed in the same localion. Track hoes, dump trucks, bulldozers, cranes, paving
equipment, water pumps, sandbags, diversion pipe and various hand tools will be used to accomplish the work.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / � yes � No ❑ Unknown
project (including all prior phases) in the past?
Comments: N/A
4b. If the Corps made the jurisdictional determination, what lype
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: N/A
Name (if known): N/A Other: N/A
4d. If yes, list lhe dates of lhe Corps jurisdiclional determinations or State determinations and aQach documentation.
N/A
5. Project History
5a. Have permils or certifications been requested or obtained for � Yes � No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help f le" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
N/A
Page 3 of 10 PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all lhat apply):
❑ Wetlands � Slreams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete lhis 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 T
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
2g. Total wetland impacts
2h. Comments: N/A
3. Stream Impacts
If there are perennial or intermittent stream impacts (induding temporary impacts) proposed on lhe site, lhen complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Slream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ — non-404, width pinear
Temporary (T) (INT)? other) (feet) feet)
S1 � P❑ T Culvert Meminger Creek � PER � Corps $ 39
❑ INT � DWQ
S1A ❑ P� T Flow diversion Meminger Creek � PER � Corps g 100
❑ INT � DWQ
Floodplain � pER � Corps
S2 � P❑ T bench/rip rap Meminger Creek � INT � DWQ $ Z6
(upstream)
Floodplain � pER � Corps
S3 � P❑ T bench/rip rap Meminger Creek � INT � DWQ $ �$
(downstream)
S4 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S5 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h.
Total Permanent Stream Impact for Culvert 39'
Total Temporary Stream Impact for Impervious Dike and Flow Diversion 100'
Total Permanent Impact for floodplain benches and rip rap 44'
3i. Comments:
Page 4 of 10 PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If lhere are proposed impacts to lakes, ponds, estuaries, Uibularies, sounds, the Allantic Ocean, or any other open water of
the U.S. lhen individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent(P)
or Tem ora
01 ❑ P❑ T N/A N/A N/A N/A
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
df. Totnl open water impacts N/A
4g. Comments: N/A
5. Pond or Lake Construction
If ond or lake construction ro osed, lhen com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Slream Impacts (feet) Upland
Pond ID Proposed use or purpose of (acres)
number pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1 N/A N/A N/A N/A N!A N/A N/A N/A
P2
SP. Totnl N/A N/A N/A NIA N/A N/A N/A
5g. Comments: N/A
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no: N/A
5i. Expected pond surface area (acres): N/A
5j. Size of pond watershed (acres): N/A
5k. Method of construction: N/A
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, lhen you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Olher:
Project is in which prolecled basin? ❑ Catawba ❑ Randleinan
6b. 6c. 6d. 6e. 6f. 6g.
Bufferimpacl
number— Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) for Stream name mitigalion (square feet) (square feet)
or Tem ora T im act re uired?
B1 ❑ P❑ T N/A N/A O Nas N/A N/A
B2 ❑P❑T ❑Yes
❑ No
B3 ❑P�T ❑Yes
❑ No
6h. Tot�l bufPer impacfs 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
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The bridge is being replaced wilh an aluminum box culvert on the same location. Sills and baffles will be added to the culverl
to help retain a more natural channel morphology and to help wilh aquatic life passage.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
BMPs will be installed to minimize effects on aqualic habitat. Flow diversion will be used so that road fill and old bridge
materials can be removed and the new culvert constructed in a dry work environment.
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?
2b. If yes, mitiga�ion is required by (check nll that apply): ❑ DWQ � Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project7 � Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (atlach receipt and leiter) Type N/A Quantity N/A
3c. Comments: N/A
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. � Yes
4b. Stream mitigation requested: 39
4c. If using stream mitigation, stream temperalure: ❑ warm � cool ❑cold
4d. Buffer mitigation requested (DWQ only): N/A square feet
4e. Riparian wetland mitigalion requested: N/A acres
4f. Non-riparian wetland mitigation requested: N/A acres
4g. Coastal (tidal) wetland mitigation requested: N/A acres
4h. Comments: N/A
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permiltee 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 the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zotte Reason for impacl Total impact Multiplier Required miligation
(square feet) (square feet)
Zone 1 N/A N/A 3(2 for Catawba) N/A
Zone 2 1.5
6f. Total buffer mitigation required: N/A
6g. If buffer mitigation is required, discuss what type of mitigation 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 prolected riparian buffers identified � yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: N/A ❑ Yes ❑ No
2. Stormwater Mana ement Plan
2a. What is lhe overall percent imperviousness of this project? N/A %
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If lhis project DOES NOT require a Stormwater Management Plan, explain why: N/A
2d. If this project DOES require a Stormwater Management Plan, lhen provide a brief, narrative description of the plan:
The plan is covered under the NCDOT General Stormwater Permit No. NCS000250
2e. Who will be responsible for the review of the Stormwater 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 this project? N/A
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
appty (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
❑ 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
Sa. Does lhe Stormwater Management Plan meet the appropriate requiremenls? ❑ Yes ❑ No
Sb. 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 the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to lhe above, does the project require preparalion of an
environmental document pursuant to the requiremenls of the National or State ❑ Yes � No
(North Carolina) Environmental Policy Act (NEPA/SEPA)7
1 c. If you answered "yes" to lhe above, has lhe document review been finalized by the
State Clearing House? pf so, attach a copy of the NEPA or SEPA final 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
Welland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)7
2b. Is this an after-lhe-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 anlicipated future impacts) result in � Yes � No
addilional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to lhe above, submit a qualitalive or quanlitalive cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This project consists of lhe replacement of a structurally deficient bridge. The road infrasfructure is not being upgraded.
The secondary and cumulalive impacts from this routine construction project are expected to be insignificant.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail lhe ullima[e treatment melhods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the 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 wilh federally protected species or � Yes ❑ No
habital?
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
5d. What data sources did you use lo determine whelher your site would impact Endangered Species or Designated Critical
Habilat?
Norih Carolina Natural Heritage Program Database and site visils during and after lhe feld scoping process.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essenlial fish habitat? ❑ Yes � No
6b. What data sources did you use to detennine whether your site would impact Essential Fish Habital?
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 this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation � Yes ❑ No
stalus (e.g., National Historic Trust designation or properties signifcant in
North Carolina history and archaeology)?
7b. What data sources did you use lo determine whether your site would impact historic or archeological resources?
The project was submitted to lhe NCDOT's Human Environment Unit for review. Surveys were conducted for cultural
resources and historic architecture with final determinalions of "no resources presenUaffected" and "no adverse effect",
respectively (see altached forms).
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 tloodplain determinalion? NC Floodplain Mapping Program
Dave McHeiuy
Division Environmental Specialist �i ��z� 'G�/� %�
ApplicanUAgenPs Signa ur�t e Date
AppllCanUAgent'S Pfinted Name (AgenCs signature is valid only if an authorization letler from the applicant
is provided.)
Page 10 of 10 PCN Form — Version 1.3 December 10, 2008 Version

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Henderson County Bridge q318 on SR 12ll over Meminger Creek August 13, 2014
Looking downstream under bridge.

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DONIISfI'Q�III

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fn vironmen ral
Quality
Mr. Mnrk S. Davis
NCDOT Division 14 Euviro�miental Supervisor
North Caroluia Departmen[ of Transportntim�
253 \Vebster Road
Sylva, North Carolina 28779
De�r Mc Davis:
Febn�ary 9, 2016
Subjech Mi�igetion Acceptance Letter:
PAT MCCRORY
r,..__ .
DONALD R. VAN DER VAAR7
ti_ -, � r:�, ,
RECEIi/ED
FEB 0 9 2016
DIVISION 14
Division 14 Projecl, Replace Bndge 3l8 on SR 1217 (Boyd Drive) over Meminger Creek,
Henderson County; WE3S Element 17BP.I4.R.45
The puryose of tliis lettcr is to nofify you that ihe Division of Mitigation Services (DMS) will provide the
compensatory sVzam mitiga�ion for the subject projecl. Based on the inCormation received on February 3, 2016, the
impacts are located in CU 06010105 of !he French Broad River Uasiu in Ute Southem Mountnins (SM) Eco-Region,
and are as follows:
I'rench Broad Stream Metlends Buffer (Sq. Ft.)
06010105 Non- Coastal
S� Cold Cool 1Vami Riparinn Zone 1 Zone 2
Ri nrian Marsh
Tmpacts 0 39.0 0 D 0 0 0 0
(feet/acres)
This impact and associaled mitigalion need were under projected by Ihe NCDOT in ihe 2016 'vnpact data.
DMS �vill commit to implement sufticient compensatory stream miligation credits to ofFset iLe impacts associated
with this project as detemiined by [I�e regulatory egencies using the delivery timelu�e listed in Seclion F3.e.iii of 8ie
In-Lieu Fee Instrument deted July 28, 2010. If tl�e above referenced impact amounts are revised, then Ihis
mitigation acceplance letter will no longer be valid a��d a new mitigation acceptnuce letter will be required from
DMS.
8420.
If yon have any questions or need additional infonnntion, please con�act Ms. Beth Harnion al 919-707-
Sincerely,
��tiL�"i'v �a �i�'"' 1 / �' /
7a�peS� Sfenfill
Cre�iF}vlanagement Snpervisor
cc: Ms. Lori BeckwitU, USACE — Asheville Regulatory Field Office
Mc Josh Deyton, P.E., NCDOT — Division 14 Bridge Maintenance Engineer
Ms. Linda Fitzpalrick, NCDOT — PDEA
File: SR 1217 — Dridge 318 — Divisia� 14
"i�in,L�nr� (:oinparc;;,1-
SutlenfkurlhC.nnliw � Fnvironmenlalp,iyllly
IGOlbiailSc-�viceCni�ha �, Ralei�h,NotlhCarolinal7G59�1G01
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ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):2-3-zois
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
NC Deparlment of Transponation, Dave McHenry, Division 14 Environmental Specialist
253 Webster Road, Sylva, NC 28779
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Replace bridge no. 318 on SR 1217 (Boyd Dnve) over Meminger Creek with aluminum box cuived
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC COUIIIy/�JB�ISII/IJOf0UgI1: Henderson CI(y: Hendersonviile
Center coordinates of site (IaUlong in degree decimal format):
Lat. ss.z�asss °N; Long. -az.aassi °�/�/,
Universal Transverse Mercator: 3ssass.�, asoasoa.e zo�e i�
Name of nearest waterbody: Mem��se� c�eek
Identify (estimate) amount of waters in the review area:
Non-wetland waters:
�oo linear feet: 8 width (ft) and/or acres.
Cowardin Class: R3uaz
Stream Flow:
Wetlands: Na acres.
Cowardin Class: �a
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: Na
Non-Tidal: Na

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
� Office (Desk) Determination. Date: z-3-zois
� Field Determination. Date(s): 8 -/3-iy�
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
� Maps, plans, plots or plat submitted by or on behalf of the
applicanUconsultant: NcooT
❑ Data sheets prepared/submitted by or on behalf of the
appl�i❑canUconsultant.
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: � z4k He�ae�so���iie
❑ 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 Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
❑✓ Photographs: ❑✓ Aerial (Name & Date): or
0 Other (Name & Date): Baia, a-is-ia
� Previous determination(s). File no. and date of response letter:
� Other information (please specify):
E

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre-construction notification" (PCN), or requests verification for a non-reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the 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 CWAjurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
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
necessarilV been verified bv the Corps and should not be relied upon for
later iurisdictional determinations. ��
Signature and date of
Regulatory Project Manager
(REQUIRED)
`,� `i'/G � 2 - 3 -/6
Signature and date o
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 35.278655 -82.44631 R3U62 1001inear feet Non Section 10
— non-wetland

, , �:r l�a;A�r�� 1�� _n..n..,i � .tl
(WA)11-08-0112
I�J�I LC l;ti UI�; I'F.R�IINATION POItR1
PKOJI(C'I' INPOR]f:\7'ION
l�,�,�r,r:��n. c'u,rnr,: Henderson
i; 7ts :�'�,: 17 BP.1R. R.A 5 I�ncrun� �,r.
1..L A'u: ]�ui�rlin�: X tilatc [f Pedcf:il
l�i�rlrrul l(�:C:I('F.� Pcrinil R��y+rired? X 1'es n un P�•,�,��ir �}�p�: NWR 3 or 14
1�,��irci t�����,rprro,,. Replace Bridge No. 318 on SR 12J.7 (Boyd Drive) over
Meminger Greek with offsite detour (no improvements planned)
Nric/ deacriprion uf rerir�r url'n�rNes. +ra+rh.i o(r�•vrrtr. ru;r/c<n�rlrnions': HPl]Wek� revfewetl on 22
SepLemCcr l01 l and �ielded nne NR, and nr� SL, SS, DOE, or L� properties in the Area of Potenti�,l
Effccls (APE). Hendv_rsnn County current <;15 mappfnq, aerial pho[ography, and tax informatiori indieated
several la[rtwentieth century resources and h:o proper[ies conlaining domeslic buildings dating to tlie
I�t� 195p5 (/f 108 �,nd Y 113 Boyd Drive) in the I�P(. (vie'�:2d 22 Septenlber 2011). Thc proj�d falls ;vithin
the National Re<�ister boundary of the Flat Rn: k I listoiic District (HN 2) and Jraft (Fe6ruary 2010)
houndary increaeFfdecrEase. Conslr��ded in 1959, Bridge fJo. 318 is neither included in lhe NCDOT
I listoric k3ridqe Survey, nor repre:enlalive of any distinctive engineering nr ae;lhe[ic type. The APE
ex[ends �100 feet tn Fither end of the exi;linc� bridqe {E-�iJ) and lU0 feet to either side of the SR 1217
(Boyd Urive) centcrlinc (P!-S) to rncompass .�U propo,ed conslruclion activitics as uirrently deffned.
I he absenr,e nf reliabir �0tial phulogrdpfiy and o[hcr imagcry, as v✓e!I as ti�e presenc,e qf prr:-196C1
resr�urces and the NR historic distrir.t, indicated an �r�hitectural sur�ey, conducted nn 13 October 2011,
The 5urvey includcd invc;tigation of lOp�Yo of the APE by autornobile and on (oot, and thi. identifiCation,
photcr�raphing, and niappinq o( all above�q_:ound resaurces ovFr fI(ly year; of ac7e in Lhc APE. lhc ranch
houc,es at � 1D8 �nd C' 113 Boyd Drivc (hroperty Plwiihers 1 and 7_ un tii�• atla�hed ;urvCy map and
photographs) are uniemarkable exarnple; o( lftefr type and are compnnents nf ih2 Plat Rock Forest
Subd�vision, a nomcontributing resnurce tvithin the dre(l Fiat k�ck Historic District f3oundary Increa;e,
6oundary �ccrease and Additional Documentatinn (Fehrunry 2010). Proocrty No. 3 is histori�ally
assnr,iated t'dith Saludd Cotlages (11189` LitUc River Road, 183Ci and 1887), but no ronlributing cicmcnls
or any other ahove-grnt:nd rrr:ources an, locnted vdithin or near tl�e �PF.
I'hTLC'I:S I)1: fIiRD11:V:�'170\
Flat Rock Historic District (HN 2) and draft Boundary
Increase, Boundary Decrease �nd Additional Doeumentation
PrapeiY�:�.C(Iu: �FObYU�ty ���.��
.�r�nr�,: NR and pending NR
Ll/��rls /'inclinc,� n\o t.i�tiet X No Advcrs� F,flcci n:\dcci.c I�.flcn
� i � .�,.�,,:: , ,,... ,a,�� :,.;..,�:,•�� ::,,,�, � i,,.:, .,.� .:.��,..:..��,...��,:�
.i �„� ..,� .,.. _..:� 1r��.r.,., n.,... �u . r;, ,

I�:r��lnnn�irni <>flCffi'</.ti U�v��,„:t,u,rrr�,,. APE includes non-contributing, undistinguished
resources (#�108 ancl 113 Boyd Drive) and undeveloped lancl aY the margin of
th� Saluda Cottages prQperty,
i.��r �;m: t,,» �» rr„rd <'��n,n,iun��r�r., i;!�,qr� Minimize t��ee removal, as well as equipment
and materials storage beyond existiny ROW.
Should the design of the pr�qject change,
please notify NCb47 Historic Architecture as additional review may 6e
necessaiy.
suF�rnu'r i�nCi �n�'.n'r:�'rio�
Scc �utnchcJ: I)csign pl�ms nnd photn:_
`l C�,V� i;) ,, C.�_ (� J' ,� C;} .� 1.L�;���1
�.
c'uhural kcsourccs Spe; i.�Iist, \CIlO'I'
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Historic /�rchitectural Resources f3ridge Na. 318 Henclerson Coimty
WBS # 17f3t�.1R.ft.�b5 Surveyed 13 October �OX�
6ase map; Henderson County GIS (2011), NTS
NCDOT Nisluric �ird�itrcWrc
Trackin�H 71�OS�O11Z

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Prc�perty IVo. "l, i�108 Boyd Qrive
Property NQ. 2, #113 Boyd Drive
Iirirlgr Nn 318, Hend�!son County
11-OH-0117 6'J6S fI llBP_14.RA5

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Prc�perty No. 3. Loolcing east towar��s Bridge Na. 318 on
SR 121% (Boyd Drive), property to south (right)
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f'ra��cr�y No. 3. Lool<ing sou�h towards Saluda Cottages
frari� SR 12�7 {Boyd Dr iv�)
Hlidge h�o. 518, Ilendc�:on County
? t-0ft-011Z 4NfiS 1! 1/6P.14.R.4 ;

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PROJECT INPORNIATION
Pr•oject No:
Jv6S No: 17BP.14.R�45
F.A. No:
Federal (USACE) Periiii! Reg«irer!?
Projecl Trncking No. (h�lenm! UseJ
11-08-0112 1
�
RM
Cotnrry: Henderson
Docunlent:
Fimding: X State Federal
X Yes No Pern�i� Type: NWP 3 or 14
P,�oject Desc,�iy�ior,: Replace Bridge No. 318 on SR 1217 (Boyd Drive) over Meminger
Creek with offsite detour (no improvements planned).
SUMMARY OF CULTi.iIZAL R�SOURC�S REVIEW —SURVEYREQUIRED
l3rieJdescriplion afrerretir nclri�ities, resr�l�s ofrerieiv, nnd concl�isions: HPOWeb reviewed on 22
September 2011 and yielded one NR and no SL, 55, DOE, or LD properties in the project area.
Henderson County current mapping, aerial photography, and tax information indicated several late-
twentieth-century resources and two properties containing domestic buildings dating to the late 1950s
(#108 and #113 Boyd Drive) in the Area of Potential Effects (APE) (viewed 22 September 2011). The
project falls within the National Register boundary of the Flat Rock Historic District (HN 2). Constructed
in 1959, Bridge No, 318 is neither included in the NCDOT Historic Bridge Survey, nor representative of
any distindive 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 (E-W) and 100 feet to either side of the SR 1217 (Boyd Drive) centerline (N-S) to encompass all
proposed construction activities as currently defined.
The project will be reviewed for both GS 121-1Z(a) and Section 106 compliance. The project is
contained within the boundaries of the National Register-listed Flat Rock Historic District (HN 2). The
presence of the distrid and the pre-1960s resources indicate the need for a field investigation.
SUPPORI' DOCUM�NTATION
See attached: location map; National Register boundary map
FINDING BY NCDOT CULTURAL R�SOURC�S PROTESSIONAL -- SURVEYREQUlRED
Arcl)l�eology Historic Arcliitecture (circle one)
/ .Cl �_" n
Specialist
October 30, 2011
Proposed fieldwork completion date
Svn�{�� Reqvired l��mi far M1linar T�m�spur'lulinn {'roJec�s as OunLfirAln ihe 2001 Prvgrommalrc.4grremeN.
A'('007'Ar.imanlo�� 8� HiilaNc.-irddtculnrc Group�
Date

Projee! Tr'neking �Vo. �bvenml Use)
1�-�8-�112
NO PR�ffiSTORIC OR HISTORIC PROPERTI�S
PR�SENT/AFF�CTED FORM
YROJ�CT INFORMATION
Project No: Sh'.4403 I 8
IVI3S No.
F.A. No:
17BP.14.R45
N/A
Federnl (US�ICE) Pernrrt Reqtrired'?
Cotrnly:
Docmnenl
Henderson
PCE or Min. Criteria Checklist
Frrn�(ing: � State ❑ Federal
� Yes ❑ No Pe�mil Tj�pe: NWP3 orNWPl4
Pi�ojectDescrrption: BridgeNo. 318 on SR 1217 (Boyd Drive) over Meminger Creek is to be replaced in
kind while making use of an off-site detour. 'Chere will be minor ditch-line impacts. The Area of
Potential Effects (APE) should be 75' either way from tlie centerline oY'tlie bridge and 300' fi�om either
end of the bridge. The bridge was originally built in t952 and is in poor condition so it has been selected
to be replaced under the S�ate Funded Bridge Replacement Program-Design-Build Year I.
SUMMARY OF P'INDINGS
The Nordz Cnrolina Depnrintenl qj Trct�tsporinlioi� (NCDOTJ re��ieu�ed !he sttbjee( projee! cmd delerntiired:
Historic Architecture/Landscapes
❑ There are no National Register-listed or S[udy Listed properties within the projecYs area of potential
effects.
❑ There are no properties less than fifry years old which are considered to meet Criteria Consideration G
�vithin thc project's area of potential effects.
❑ There are no properties within the projecYs area of potential effects.
❑ 7'here are properties over fiffy ycars old within the area of potential effects, but they do not meet the
criteria for listing on the National Regis[er.
❑ All properties greater than 50 years ot age located in ihe APE have been consictered and all compliaiice
for historic architechu�e with Section I06 of the National Historic Preservation Act and GS 12I-12(a) has
been completed for this project.
❑ There are no historic properties present or aCfectecl by Ihis project. (flltcich mry no�es or docmiten�s ns
neecled)
Archaeology
� There are no National Register-listed or Study Listed properties within the projecYs area of potential
effects.
� No subsurface archaeological investigations are required for this project.
❑ Subsurface investigations did not reveal the presence of any archaeological resources.
❑ Subsurface investiga[ions did not reveal the presence of any archaeological resources considered eligible
C
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for the National Register.
All identitied Archaeological sites located within the APE have been considered and all compliance for
archaeological resources with Section 106 of the National Historic Preservation Act and GS 121-I2(a)
has been completed for this project.
There are no historic properties presen� or affected by [his project (Atluch rmp noles or docmneivs ns
nee�(ed)
..,��„ enr,��n� r.,,���.n,�, r.o.."n ��l,,,,� /,. ar,�,�, r����� �,,.�o�r„�, r.y«��� o, g„��g���d n� d,.• znn � r.��e.�n��,or,� . ie..•����»r.
n°c'onr.-i,��i,.,.�����,G��x-nrm�.r� d.d�rn•��«,.. r,.�����.

SUMMARY OI' CULTUItAL RLSOURC�S R�VI�W
Briefdescriplion �f�rerieir aclivi�res, resrrlls ofrerieir, mrc(conch�sians:
A map revie�v and site tile search �vas conducted at the Otlice of State Archaeology (OSA) on Friday, Sepleinber 23,
201 I. A comprehensive archaeological swvey at this particidar bridge location has never been conducted, nnd only
hvo (2) archaeological sites h�ve beeu recorded �vilhin one (1) mile of the proposed project, both of are historic in
nahu�e. Digital copies of IiPO's maps Q-Iendersonville Quadrangle) as well as the HPOVVEB CIS Service
(http://gis.ncdcr.gov/hpoweb/) �vere reviewed on Tuesday, September 27, 201 L There �re no kno�m historic
architechu�al resources loca�ed within the project area that may have intact archaeological deposits within tlie
footprint of the proposed projeet. In additiou, lopographic maps, historic maps (NC�[aps �vebsite), OSDA soil
swvey maps, and aerial photographs were utilized and inspected to gauge environmental factors Ihat may have
contributed to historic or prehisloric settlement �rithin �he projecl limits, and to assess the level of modern, slope,
a�ricultural, hydrological, and other erosive-type disturbanees within and surrowiding [he archaeological APE.
As s�ated in d�e Sm�rep Requirect Fo��m for fhis projec[, `Based on flood mapping, Ihe projecl area appears to fall
outside any po[enti�l Flood hazard The project 2rea is located on what �vas once the 250-acre Saluda Cottages
eslate, �vhich hed originelly been ped of Ihe vasl Charles Baring estate. [n I 836, Count Joseph b(arie Gabriel St.
�avier de Choiseul, the French consul to Chadeston, purehased 100 acres fi�om Baring aitd buill Saluda Coltages, so
named for its numerous ou�buildings and location along �he old Saluda Patl�. By I850, ihe deed belonged to C G.
Menuninger, Ihe tuture tirst Secretaiy of the Treaswy for tl�e Confederacy. \-lemminger subsequen�ly transferced
title to at leas� a poi�ion of tlie estate to Rev. Charles Cotesworth Pinckey �vho served �s rector at the nearby SL John
in Ihe �Vilderness Episcopal Chw�ch, originally built by Charles Baring in 1833 [n I�ter years, the estate seived as
ihe summer home of C. P. Clevela��d, a banker fi�om Spartanbw�g, SC, �vho later sold mos[ of the original es�ates to
C�mpbell Boyd. Sometime during the 1950s, Boyd divided a lot of remaining estale into large lols, calling fhe
development Plat Rock ForesL Allhough Ihe principal d�velling, "Saluda Cotta�es," is locnled well oulside the APE
for tl�e project, an arohaeological survey is reeommended in order to detennine tl�e presence or absence of any
historic material that may be associated �vith the fomier estate. A��isual inspec�ion of the entire con'idor should be
conducted first, follo�ved then by archaeolo�ical investigations in areas deemed approprinte and suitnble for survey.
Should the description of Ihis project or design plans change prior to construction, then ndditionnl consultation
regarding archaeologl' mny be required.,,
On Wednesda}', October 19, 201 I, a field review meetin� �vas held on-site regarding Ihe proposed bridge
replacement projecl. Prior to Il�is meeting �vith Division personnel, ihe project limits had already been staked.
Furiher discussion revealed that ground-disturbin� activilies were to be limited to within the s�aked limits of the
project as seen in the field (see photos). 6ased on tl�e positioning of the stakes, the archaeological APE for �his
project is e�tremely sinall and constric�ing, ex�ending onl}� a fe�v feet oft ihe edge of pnveinent (EOP) on either side
of Uie road (rop of ditch line to lop of ditch line) within existing ROVV. Since the actual footprint oYthe proposed
project is so small, it was determined Uiat no subsurface testing �rould be required for Ihis projecL The polential for
intact archaeological materials �rithin such a narrow and disturbed APF, is extremely low. If, however, desi�n plans
change prior to construction, then additional consulletion regarding archaeologieal investigations will be required.
As cw�'enlly designed, a finding of"no historic properties" is considered appropriate in association �vith lhis bridge
replacement projec[.
SUPPORT DOCUM�NTATION
Sae attached: Figures, Photos
Sig�ied: ��
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o�ro�z�� 2 i. 2o i i
Cultural Resources Spe�}�list, NCDO'I' Date
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Photo 3: Northeast Quadrant, looking lVcst to�vard priva�e drive�vay and garden.
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Pho�o 4: Staked Projecl Limits near East End of Rridge, looking AVest.
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SUR VEY REQ UIRED FORM
YROJ�CT INFORMATION
Project A�o. Sht440318
lYBS No:
F'.A. No:
17BP.14.R.45
N/A
Feclernl (USACE) Perniil 2equi��ed?
Coau:t��:
Uocmnent:
Projeel Tr'n��king �\'o. (Lnervml UsrJ
11-�t�-� 112
Henderson
PCE or Min. Criteria Checklist
Fto��l'nig: � State ❑ Federal
� Yes ❑ No PerndtTj�e: NWP3orNWPl4
Projecr Descri�lion: Bridge No. 313 on SR 1217 (Boyd Drive) over Meminger Creek is to be replaced in
kind while makiiig use of an off-site detom�. There will be minor ditch-line impacts. The Area of
Potential Effects (APE) should be 75' either way from the ceuterline of the bridge and 300' ti�om either
end of the bridge. The bridge �vas originally built in I952 and is in poor condition so it has been selected
to be replaced under the State Punded Bridge Replacement Program-Design-Build Year l.
SUMMARY OP' CULTURAL R�SOURC�S R�VIG�V — SURVEY REQUIRED
Briefdescription oJ'rerie�r nclii�itres, residts ofrei�ietr, rntd concltisions:
A map review and site file search was conducted at the Office of State Archaeology (OSA) on Friday,
September 23, 201 I. A comprehensive archaeological survey at this particular bridge location has never
been conducted, and only hvo (2) archaeological sites have been recorded �vitliin one (l) mile of the
proposed project, both of are historic iu nature. Digital copies of HPO's maps (Hendersonville
Quadrangle) as �vell as the HPOWEB GIS Service (http://gis.ncdcr.gov/hpoweb/) were reviewed on
Tuesday, September 27, 201 L There are no known historic architechu al resources located within the
project area that may h�ve intact nrchaeological deposits within the footprint of the proposed project. In
addition, topographic maps, historic maps (NCMaps website), USDA soil survey maps, and aerial
photographs were utilized and inspected to gauge environmental factors that may have conh�ibuted to
liistoric or prehistoric settlement within the project limits, and to assess the level of modern, slope,
agricultural, hy�rological, and other erosive-rype disturbances within and surrounding the archaeological
APE.
A review of USGS maps, Web Soil Swvey (hnp://websoilsurvey.nres.usda.eov/apu), and Henderson
County GIS reveals a project area (i.e. APE) consisting primarily of one ( I) soil type: Codorus loam (Co,
arlaqua). These soils are generally located on floodplains of streams draining from the mountains. In
unprotected areas, these soils flood occasionally or frequen[ly for very brief periods; protecled areas are
subject to rare or occasional tlooding Yor vciy brief periods. Based on flood mapping, the project area
appears to fall outside any potential flood hazard. The project area is Iocated on �ahat was once the 250-
acre Saliida Cottages estate, which had originally been part of the vast Charles Baring estate. In 1836,
Count Joseph Marie Gabriel St Xavier de Choiseul, the French consul to Charleston, purchased 100 acres
from Baring ancl built Saluda Cottages, so named for its nwnerous outbuildings and location along the old
Saluda Path. By l 550, the deed belonged to C. G. Ntemminger, the future first Secretary of the Treasury
for the Confederacy. N[emminger subsequently transferred title to at least a portion of the estate to Rev.
Charles Cotesworth Pinckey who served as rector at the nearby S[. Jolm in the Wilderness Episcopal
Church, origivally biiilt by Charles Baring in 1833. In later yeais, the estate se�ved as the summer home
of C. P. Cleveland, a banker fi�om Spartanburg, SC, who later sold most of the a�iginal estates to
Campbell Boyd. Sometime during the 1950s, Boyd divided a lot of remai�iing estate into large lots,
calling the development Flat Rock ForesL Although the principal dwelliug, "Saluda Cottages," is located
r�vrqr Reyie„AF rn, /,nt/nmrTran.pnnoiiun Vr jon, u, (hmlfcd in �ho zuOT Prnynmmur� dGrernreni_
iP('[X)T dreh�renlo��� �2� HI�roAr drd�iremrn Grov�+z

11-08-0112
well outside the APG for the project, an archaeological swvey is reconuuended in order to deterinine the
presence or absence of any hisroric material tl�at may be associated with the former estate. A visual
inspection of �he entire corridor should be conducted fiist, followed then by archaeological investigations
in areas deemed appropriate and suitable for survey. Should the description of this project or design
plans change prior to construction, then additioual consultation regarding archaeology may be required.
SUPPORT DOCUM�NTATION
See attached: Map(s) and aerial(s)
P' DI�V. BY NCDOT CULTURAL R�SOURCES PROFESSIONAL -- SURVEY REQUIRED
Archaeology Historic Architecture (circle one)
�� ' ' ` � September 27, 201 I
NCDOT Cultiiral Resow�ces Spec� lj t Date
V
October 30, 201 1
Proposed tieldwork completion date
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County Sheet (Hearn et al. 1907).
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S�f' �\ ;C'1�, C�1C' 1�����'1�[ �C� �� ' � 1L�1���
�����1��� � � �����Iti������
HEI�DERS01� CO U1�TY
LOCATION: BRIDGE #4403I8 OVER MEMII�IGER CREEK
OPI SR 1217 (BOYD DRIVE)
TYPE OF WORK: PAVIIVG, GRADING, DRAINAGE f�' CULVERT
WETLAI�D PERMIT
DRA WI1�GS
NCDOT CONTACT:
HIGHWAY DIVISION 14 BRIDGE MANAGER
JOSHUA DEYTON, P.E.
[phone]
THERE IS NO CONTROL ACCE55 ON THIS PROJECT.
GRAPHIC SCALES
20 10 0 � 40
, ,L-r J-r-r � J
PLANS
20 10 0 20 40
Mn � f�
PROFILE (HORIZONTAL)
���
PROFILE (VERTICAL)
DESIGN DATA
ADT = 330
DHV = NA
D = NA
T = 7%
V = 25 MPH
TfST =NA DUAL NA
FUNC CLASS = LOCAL
PROJECT LENGTH
TOTAL LENGTH OF PROJECT 17BP.14.R.45 = 0.034 MILES
zu¢
T"EllV.'IE.GIIi U.'.GPSSIXNh5�50VlrvJ15i.iq
ERIrtFT �i1VF.`�'VI1E110
AMERICAN �.oE°,h„'�sm3FOL11�:a,.s
Engineering °C":.'':°.�-':"
R/GHT OP IYAS' DdTE: I ALUSON C. JOHNSON, P.E.
NOVEMBER 4, 2015 Pxoiccr cxcc�'u
LETTLVG DATE: I BENIAMIN C. PICKERING II, P.E.
TQn AROJEC! OESIfi1' EA'L'L\GtH
17BP.14.R.45 1
...,...e.� � ....,�.n , �.
n t
PERMIT DRAWING
SHEET 1 OF 4
f!}'DRAULICS ENGINGER
ROADIYAY UL•S7GY
LNGINEER
PRCLIDIINARY PLANS
UOLV MEMi NOT LOHSIOEPEO FINAL
UNlE55PLL $IGNLTURES COMPLETED
DI[�ISION OF HIGHIVilYS
ST.9TE OF NORTX CAROLfNA
�� IIOA y
6 �'
�1 ��1
e, �I
•.'
4' e� rer.rPo •

35°00'00"
PLAN OF CULVERT
vw:sruvwn�oc: '°'o
ss.
�� GannettFleming �
EtrelLeiue DelG�eiedAs Pionrisrd �
IECT No. 17BP,14,R,45
HENDERSON CouNTY
-Tnti. 13+02,00 -L-
30F 9

T
T
` FLOW
� CULVERT
�'_
p��ao�ei:am�sv ��n�s
DO PdOY ID@s �OC� 6m:�@4R�D6YOBh]
FLOOR SILL/BAFFLE LAYOUT
FLOOR SILL/BAFFLE DETAIL
� ROW
NATIVE ldATERIAL 6ETYIEEN BAFFLE/SILLS IN THE C�WERT SHALL
PROVIDE A CONTINU0�5 LOY/ FLOVY CHANNEL NdTIVE lAATERIAL
CONSISTS OF IAATERIAL THAT IS E%CAVATED FROM THE STREAM BED
AT THE PROJECT SITE DURING CONSTRUCTION.NATIVE l.IATERIAL IS
SUBJECT TO APPROVAL BY THE ENGINEER AN� IAAY BE SUBJECT TO
PERI.ffT CONOITIONS.
TOP OF LOW FLOW BAFFIE/SILLS SHOl1L0 IAATCH STREAlA BED
ELEVATION IN LOY! FLOW CHANNEL OF STREAld,
DO NOT SET E�EVATION OF HIGH BAFFLE/SILLS ABOVE BANK FULL.
NU`ABER OF BAFRE/SILLS DETERlAINED BY THE ENGINEER.
PLACElAENT OF BACKFILL MATERIAL SHALL BE INCW�EO IN THE
W!AP Sll1A PAYlAEM FOR ^CULVERT EXCAVATION".
�w�sruviuEom: °^)"✓/a"�
r �.�or
: ✓.��r.unm.
�� GannettFleming ,»s,..�,�
ficellexe DelicerrdAs Piomued �
PROJECT No. 17BP,14,R,45
HENDERSON CouNTY
STATION: 13+02,00 -L-
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ADDITIONAL INFORMATION AND COMPUTATIONS
�RAINAGE AREA 608 AC �95 SQUARElJLES� FRENCH B0.0AD RWER BPSIN, USE
. .. . .. .... ....
I ❑SGS FLOOD-FREQUE,�CY APPLICATIO�S TOOI VEA510N 13 UNGAGED WCAil04
... ..... . ..
� V/ORI(SHER,.HYOROLOGIC REGION l ..... ..... . .. .......... .........
Q�y =_ ]�8 ch USE ]80 af.
........ ...._ ._..... ... .._ ... . .........
......_. �.u._-_.38d dz, USE 380 ds __.........__....._ ............. . __....._....................
....._. .. ..
Qs� = 461 ds,USE �60 ds .......... ._ ........
....... .._ __ _ ._.... ____
Q¢o..=. 555 cfz USE 550 ch ._..... _......_. _.........
. _ _ .. . ..... . . .....
o.,.. _ �66 �Fz. USE 150 dz
THE .11Uf.UNUM BO% NIVERT HECRAS SMAPE DOESN9 AIATCH THE ACIUAL AREA OF THE
... ...._ _ _ -
ABC THE PROPOSED SfRUQU4E HPS A SPAN.OF 351' AND A RISE OF ] iH15 RESUlTS
IN A HYD¢AUl1C OPENING �OF 1622 SQ R AND AN ACfUAL HYDRAWC OPENING OF
105 ) SQ R 1lIiH SIIL BLOCKACES iHE NIVERT HPS BEE4 EMEAED I`ITO HECatAS _
f.WMA1NING. A RISE OF ]'.BUt VITH A SPAN OF 1915 TO_ RERER THE TRUE
HYORAUIIC OPENING ,... ._ _ .._ - _ ...
THF IXISTING BRIOGE HAS AN EFFEQIVE AAFA OF 1039 SQ Ff ___ ,__
THE PROPOSED ALU1hll1`.1 60% NLVERT HAS AN EFFECIIVE_AQfA OF_ 1059 54 R
........ ....... ........ _ ..... ......
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SITE DATA
Dro'noSa A.ea _.608._AS ................._...__ Somm _.USGS_�UA� I.NPS..............._..........._.....
x'rrer¢osin _FRENCH_.BROAD ..............._. �a�o�r....BESIOFMIAt.jFOORIILLS)_.................
Skeam ❑ h' [ ISurh as Traul, HIgM1 Qm Iq Volzr, elc � � ._... .._.
Dafa an 6s��g Swnure , SINGIE SPAN TVIBER BRI�GE (lei 18 J j 9 BED TO CRO\M
_
To!ol\'lal '/ OP 9__I0P 9..sf. 1/olemoy OPzan9 Be!ow IOO�c WS EL 102:9...s1.
oeb,:s Po�em.oL Lowp Mademie� H:ghO UPSiRFPl1. 90 CA1P �S(ONE HFADYIALu UNDER SRII]]
�o!a on S�rv�wres Up and �o.m Srceom ,NOT INVEM091E��
.. ... .. . ...
00\'MSTAFN.I SINGLE BAPREL 0.CBC (5'_, 101 UN�ER_$CI166 jNOT,INVENiOYIED) .___,
GageSmeonna.NO_GAGEINVICINItt Penadolxe�ard ,._ __......kA ........yrs.
... . ........
N� Ors� i9e_.........._kA___..._cfs �as............_NA............ &nvana.........µA....._._
Hislariml Flood Inlormalion: VAIENE PENN
119 eoro ort pe�� e�
oo�z._...r....._Elev.�J380hEsLFrz'9..10+,p1.5oa,m .FV.T_ROCK,_N�..__._..........Kno�eicd5-15}..yrs.
MFF2 fV:IfT Penod o!
Da�a..._r...._ Flri_2)38,ORBL FreG. 10 F_Sc Sawm . KCOOi..-_oY_ 11....._........_._. Nno'nied9'_�B..y�+�
Nlo�.mble MV Flre �p]:9..IE%ISPNG 10 YR V/SELI....F. No�malV/a1.r5adare Flei. ..._2131:1..._ h.
FlEio
1.'nnn'n9 :leN0.8..:�0 CAannel..:045„ R-gNO.B..:10... Obioin=dFmmA&SERYA719!�
flood Shd//9ows _NONE _ _ ......... _ . ....._Flaad.v/Enoh1.M1•dz N'A..
win �mnow
Flmd SNd� 100 fr. ourho�9e ._�I'A._ �.Is.;V/5 Flec: Flocdxo/ ..._HA.._h F:aoM%..._ �:%.A._.fL
DESIGN DATA
H�dm,cg ml UzMad USGS fLOOD FREpUENCY APFIICATIONS TOOL VEASION 1 3(UNGAGED)
M��dmv'<�u.gn I��tAod HECRAS VER510� 410 �4d03181AFlAINGER C0.EEK SRI21).pq]
OeagnTat�amr a� J9 p. p .8Y H. O� 8.� FQ 8.55_H ��� B9 .. h
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Saa d il[a Icl� I K NVaO C lil � 2��D M1 X � IRI
la o Rwdx'a/ Re.c on Re9� redt NB . ._- iclal PmPosed \YalenuY �P 9" -... 1
W�Ie1Ve.oary�Vl �6 (psNowmlChannelVebcM �Vwl .. �5 ._-. �p
Peqo'red OullelPw'eaon CVSS IGP RAP ON BANKS
.... . .. _ . ..__
WFORh4P.TION TO BE SNOVN ON PLANS
RBOS ELT �en � P' S. n I�Q9 He Y13J9 _.. h
P.5.9n: ��.uwe9e ._efs f 9 / ... P ..-.-
emeFlaod oscAore�. 550._.cf�. Fmquenry _IOo �r pl�. . .]I3890.._..p
O:znoPPn9 OscM1or9x .340._ds. Fre9o:nry 10+ . P 0z.. _ E138].... J�
THIS PROIECf I.WNTAINS THE E%ISTING LEVEL OF SERVICE
,;�r��
CULVERT SURVEY & HYDRAULIC DESIGN REPORT
N. C. DEPAQTIdEM OF TRAIJSPORTATION
DIVISION OF HIGM'/AYS
HY�RAUl1C5 UNR
- RFIEIGH, N.C.
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Zi, Rxommend 15irvWre uU1VNWA B0%NLVERT;SPAN 95']',USE )'
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LL Aole.:da Tor ❑ RegionalTxr ❑ Suh-RegionalTer p
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