20170236 Ver 1_NCDOT_Jackson 55_Nationwide 14 Application_20170227

Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name Bridge 55 on SR 1552 (Blackhawk Road)
2. Name of Property Owner/Applicant: NC Department of Transportation
3. Name of Consultant/Agent: N/A
fAgent authorization needs ro be attached.
4. Related/Previous Action ID number(s): N/A
5. Site Address: N/A
6. Subdivision Name: N!A
7. City: Sylva
8. County: Jackson
9. Lat: 35307201° N Long: -83.19152 ° W (Approx. Project Center)
10. Quadrangle Name: Sylva South(35083-C2-TF-0241
11. Waterway: Long Branch (C)
12. Watershed: Little Tennessee River (06010203)
13. Requested Action:
X Nationwide Permit # 14
Genexal Permit #
Jurisdictional Deternunation Request
Pre-Application Request
The following info�mation will be completed by Corps office:
AID:
Prepare File Folder Assign number in ORM Begin Date
Authorization: Section 10 Section 404
Project Description/ Nature of Activity/ Project Purpose:
Site/Waters Name:
Keywords:

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STATE OF NORTH CAROLINA
DEPARI'MENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
Febrnary 2A, 2017
Ms. Lori Beck�vith, NCDOT Regulatory Project Manager
U. S. Anny Corps of Engineers
I51 Patton Avenue, Room 208
Asheville, NC 28801-2714
JAMBS H. TROGDON, III
SECRETARY
Subject: Nationwide 14 Pennit Applicatiou
Replace Bridge No. 55 on SR 1552 (Blackhawk Road) over Long Branch
Jackson Cotmty
State Project No. 17BP.14.R128, DB14A-490055
(DWR Minm• Permit Fee $240.00)
Dear Ms. Beckwith:
Tlie Nortli Carolina Department of Transpo�tation (NCDOT) is proposing to replace the subject
timber bridge due to deterioration and ii�sufficient widtli. Tlie new structure will be a 20' W
(span) � 6.5' H x 76' L aluminum bos culvert with 1.5' H sills and 5.5' W s 0.5' D notches at the
ends and midpoint to promote bedload retention and fish passage. The road will be closed and an
off-site detour will be used during construction.
Enclosed are a PCN application, preliminary jurisdiction form, Division of Mitigation Services
Acceptance Letter, plan sheets sho�ving the impact site locations, a USGS quad map,
photograpl�s, and otlier pedinent project infonnation.
In Jackson County, Carolina northern flying squirrel (G(nucomys sabrinus colornit�s), gray bat
(Myofrs grisescens}, Indiana bat (Myotis sodn/is), Appalachian elktoe (Alns�nidonln rm�enelimm),
spruce-fir moss spider (iLlicrolre.rarn mailivngn), swamp piuk (Helonins bid/ntn), small whorled
pogonia (Isoh•in me�leoloides), rock gnome lichen (G�mmodernta /inem•e), and no�thern long-
eared bat (Atyotis septenh�ionalis, NLEB) are Imown from cun•ent records and are federally-listed
as either threatened or endangered.
Appalacliian elktoe are fouud in some �vell-osygenated streams witli modeiate to fast flowing
water and stable, mixed substrates of silt, sand, gravel, and/or cobble. Streams that suppo�t this
mussel are typically much larger and �varmer than Long Branch or Cullowhee Creek, wl�ich is
downsheam of Long Branch. The only records for this mussel in Jackson County are from the
Tuckasegee River about 1.5 miles do�vnstream of the bridge.
,Uniling AAdreu:
NC DEPARThfENT OF TR
Division ld
253 Nebster Road
Syha, North Carolina 28779
Trleplrone: (82S)586-2141
Fax: (S28)586-0W3
Cea�amerSen•ire: L877-36S�1968
fJebsite: ��Mw.ncdoLeov
Larnfimc
NC DEPARTh1ENT OF TRANSPORTATfON
Division 14
253 \Vebster Road
Sylva, North Camlina 28779

Jackson SS Replacement Page 2 February 24, 2017
Gray bats usually roost in caves year-round while Indiana bats and NLEB only �vinter in caves or
mines �vith stable, but not freezing, cold temperatures. This project is a small bridge replacement,
so construction work will not extend far from the existing right-of-way into areas �vhere caves
may occur. There are no caves or mines visible near the bridge and the nearest underground mine
is over 1.7 miles away. Blasting or pile driving is not anticipated �vith this project. Therefore,
gray bats and hibernating Indiana bats and NLEB sl�ould not be affected by the project.
When not hibernating, Indiana bats and NLEB usually roost on struchires, under the shaggy bark
of live trees such as white oaks, sycamores, and hickories, or in cavities and under the loose
peeling bark of dead trees. The bridge was surveyed on June 2, 2015 and tliere were no roosting
bats or any evidence of bat usage (i.e. staining or guano). The stn�cture is poorly suited as a bat
roost because it is only a few feet above the �vater surface and very cool underneath. Moreover,
tlie bridge is not situated in an area where NLEB hibernacula or maternity roost trees are an
identified concern ("red HUC) and it is over 4.5 miles from the nearest "red HUC". The
constn�ction tivork should not require any h�ee removaL For these reasons, we recommend a
"may affect, not likely to adversely affecP' determination for bats.
There are no wetlands habitats near the bridge, so swamp pink is absent.
Small whorled pagonia most often occurs in open, dry, deciduous woods with acid soil, though
l�abitats can include slopes along streams and mesic forest with white pine and rhododendron.
Land use adjacent to the bridge consists of a maintained roadway, drives, apaRments, la�vn, and
thick scrub vegetation on tlie stream bauks. The habitats appear unsuitable for pagonia plants and
plants were not observed during a brief swvey of the area on June 2, 2015.
The Carolina northern flying squin�el, rock gnome lichen, and spruce-fir moss spider are found in
spruce-fir forests and other isolated high elevation locations in western No�th Carolina.
Ho�vever, �nck gnome lichen is an esception because it can occasionally be found at Io�ver
elevations in deep river gorges with high Iwmidity or on some vertical rock faces that are
periodically �vet. The bridge site has an elevation of only 2,100 feet and tliere are no damp rock
faces nearby.
The project is limited in scope. Erosion and sedimentatiou control measm�es will be used to
minimize adverse effects of the work on aquatic liabitats. Habitats for listed species appear
Iacking at the project site and none of the species known fi�om Jackson County were observed
during field visits. For these reasons and those discussed above, we recommend that a
determination of "no effecY' on listed species, with exception to bats as noted above.
This project was reviewed by NCDOT's Human Environment Unit in 2011 and it was detennined
that suiveys were not necessary for historic structures or archeological resources (see attached
fonns).
NCDOT best managemeut practices will be used to minimize and control sedimentation and
erosion on this project. The construction foreman will revie�v aIl erosion control measures daily
and maintain and/or replace devices quickly.
Impacts to Waters of the United States
Long Brancli (DWQ Class: C) is shown on the USGS topographic map as a perennial stream. It
has a well-defned cl�annel approsimately 7 feet in width with a substrate of saud, gravel, cobble,
and bedrock. Long Branch flows to Cullowliee Creek, �vhich tlien flows to the Tuckasegee River.

Jackson 55 Replacement Page 3 February 24, 2017
The River meets the definition of a Traditional Navigable Water (ThIW). For these reasons, we
believe Long Branch is a Relatively Peimanent Water (RPV� and is under the jurisdiction of the
U.S. Army Corps of Engineers. In order to construct the project, it will be necessary to impact
waters of the United States in the Little Tennessee River Basin (CU 06010203). Listed below is a
summary of the proposed impacts:
Existing Couditimi Proposed Condition Net Impacts
Site No. (feet)
I Timber Bridge 20' W(span) x 6.5' H x 76' L 76
alnminum box culvert
lA Long Branch Impervious Dikes and Temporary � 90
Flow Diversion
2 Long Branch Rip Rap and Benches 43
3 Long Branch Rip Rap and Benches 25
Permits Requested
NCDOT is hereby requestn�g authorization under Section 404 of the Clean Water Act to proceed
witli the construction project outlined above. By copy of this letter, I am asking Mrs. Marla
Chambers, Western NCDOT Review Coordinator of the North Carolina Wildlife Resources
Commission (NCWRC), to comment directly to you concerning tl�e 404 Natiomvide Permit
request.
I am also requesting authorization under Section 401 of the Clean Water Act from the No�th
Carolina Department of Emiromnental Quality (DEQ), Division of Water Resources (DWR). In
addition, I am asking Mrs. Cl�ambers and Mr. Reid Whitehead, Roadside Environmental Field
Operations Engineer (NCDOT), to comment directly to me concerning this pe�mit request.
Please contact me at [phone] iFyou have any questions about this application or need
additioual information. Your prompt review and consideration of this request will be greatly
appreciated.
S' erely,
Da cHenry � ��
Division 14 Environmental Officer
Enclosures
cc: Ms. Amy Cl�apman, Division of Water Resoi�rces — DEQ, Raleigli
Ms. Kristi Carpenter, Division of Water Resources — DEQ, Raleigh
Mr. Kevin Barnett, Division of Water Resources — DEQ, Asheville

Jackson 55 Replacement Page 4 February 24, 2017
Ms. Marella Buncick, Biologist, US Fish &Wildlife Service, Asheville
IvLs. Marla Chambers, Western NCDOT Review Coordinatoy NCW2G, Albemarle
Mr. Nathan Tanner, PE, District 2 Resident Engineer, NCDOT Division 14, Whittier
Mr. Reid Whitehead, Roadside Environmental Field Operations Engineer, NCDOT
Mr. Micliael J. Shumsky, PE, Design-Build Engineer, NCDOT, Raleigh

O�OF W ATF9OG
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Office Use Only:
Corps action ID no.
DWQ projecl no.
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit
1 b. Specify Naiionwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. Has the 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 Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notificaGon solely for the record For the record only for DWQ For lhe rewrd only for Corps Permit:
because written approval is not required? 401 Certification:
❑ Yes � No ❑ Yes � No
1 f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No
of impacts? If so, attach the acceptance letter from mitigation bank or in-Iieu
fee program.
1 g. Is the project located in any of NC's lwenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replacement of Bridge No. 55 on SR 1552 (Blackhawk Road)
2b. County: Jackson Counly
2c. Nearest municipality! town: Sylva
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state 176P.14.R.128, DB14A-490055
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: NCDOT Division 14
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if Dave McHenry for Ed Green, Division 14 Engineer
applicable):
3d. Street address: 253 Webster Road
3e. City, state, zip: Sylva, NC 28779
3f. Telephone no.: 828-586-2141
3g. Fax no.: 828-586-4043
3h. Email address: [e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from ownerj
4a. Applicant is: ❑ Agent � Other, specify: DEO
4b. Name:
4c. Business name
(if applicable):
4d. Streetaddress:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(iF applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identificatfon
1a. Property identification no. (tax PIN or parcel ID): N/A
1b. Site coordinates (in decimal degrees): Latitude: 35.307207 Longitude: -83.19152
1c. Propertysize:
2. Surtace Waters
2a. Name of nearest body of water to proposed project: Long Branch
2b. Water Quality Classification of nearest receiving water. C
2c. River basin: Little Tennessee
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The existing site is a bridge and roadway. The surrounding land is primarily apartments/residential.
3b. List the total estimated acreage of all exisling wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the properly: 200
3d. Explain ihe purpose of the proposed project:
Replacing a structurally deficient bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The road will be closed and an off-site detour used during construction. Temporary dewater structures such as dikes
and diversion pipe will be used to divert stream flow during bridge demolition and culvert construction. The culvert will be
consWcted with track-hoes, cranes, dump truck, and small ha�d tools.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the � yes � No ❑ Unknown
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
4b. If lhe Corps made the jurisdictional determination, what type � preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Other:
Name (if known):
4d. If yes, list the dates of the Corps jurisdictional determinaiions or State determinalions and attach documentation.
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?
5b. If yes, explain in detail according to °help file' instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands � Slreams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete ihis 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) or Area of impact
Permanent (P) or (if known) DWQ (401, other) (acres)
Tem ora
- Choose One Choose one Yes/No - 0
2g. Total wetland impacts 0
2h. Comments:
3. Stream Impacts
If there are perennial or intermiitent stream impacts (including temporary impacts) propased on the site, then complete ihis
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3 e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiclion Average stream Impact
number (PER) or widih length
Permanent (P) or intermitte (feet) (linear
Temporary (T) nt pN'�? feet)
1(P) Culvert Long Branch PER Corps 7 76
1A (� Dikes and Flow Long Branch PER Corps 7 190
Diversions
Bank
2(P) Stabilization Long Branch PER Corps 7 43
Benches
Bank
3(P) Stabilization Long Branch PER Corps 7 25
Benches
3h. Total permanent stream impacts 144
3i. Comments: There are a total of 76 feet of culvert impact and 68 linear faet of proposed permanent impacts for rip rap
stabilization on Long Branch. There are 190 linear feet of proposed temporary impacts for flow diversions or dikes to ensure
work is completed in the dry during old bridge demolition and culvert and bank stabilization installation.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
lhe U.S. then individuall list all o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number — waterbody Type of impact Waterbody lype Area of impact (acres)
Permanent (P) or (if applicable)
Tem ora
01 Choose one Choose One Choose 0
4f. Total open water impacts
4g. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

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) Stream Impacts (feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1 Choose One
P2 Choose One
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DW4)
If project will impact a protected riparian buffer, than complete the chaA below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.Projact is in which protected basin? ❑ Neuse ❑ Tar-Pamlico ❑ Catawba � Randleman ❑ Other:
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason Buffer mitigation required? Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name (square feet) (square feet)
Tem ora im act
6h. Total buffer impacts
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minlmization
1a. Specifically describe measures taken lo avoid or minimize the proposed impacts in designing project.
The proposed project will remove and replace a structurally deficient bridge. Roadway approach work is minimized as
much as is practical to reduce the overall project footprint. Bank stabilization will be minimized to those areas where
deemed necessary for struclure protection.
1 b. Specifically describe measures taken lo avoid or minimize the proposed impacts through construction techniques.
Erosion and sedimentation BMPs will be installed prior to construclion. Impacts will be minimized by strict enfarcement of
Best Management Practices for the protection of surface waters, restrictions against the staging of equipment in or
adjacent to waters of the US and coordinalion with the Division Environmental Supervisor.
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, mitigation is required by (check all that apply): � DWQ � Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for lhis
project? � Payment to in-lieu fee program
❑ Permittee Responsible Mitigalion
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
Type: Choose one
3b. Credits Purchased (attach receipt and letter) Type: Choose one
Type: Choose one
3c. Comments: N!A
4. Complete if Making a Payment to In-Ifeu Fee Program
4a. Approval letter from in-lieu fee program is attached. � Yes
4b. Stream mitigation requested: 79 linear feet
4c. If using stream mitigation, stream temperature: cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian weiland mitigalion requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments: N/A
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. IF using a permittee responsible mitigation plan, provide a descripiion of the proposed mitigation plan.
Page 6 of 10

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — requlred 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 mitigation. Calculate the
amounl of mitigation required.
�c. 6d. 6e.
zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mftigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � yes � No
wilhin one of the NC Riparian Buffer Protection Rules7
1 b. If yes, then is a diHuse Oow plan included? If no, explain why.
Comments: ❑ Yes ❑ No
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? %
2b. Does this projecl require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
This project is covered by NPDES NCS000250. Stormwater will be routed to floodplain bench rather than directly to lhe
stream.
2e. Who will be responsible for the review of the Stormwater Management Plan? DWR
3. Certified Local Government Stormwater Review
3a. In which local governmenPs jurisdiction is this project?
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
❑ Olher:
3c. Has the approved Stormwater Management Plan wilh praof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Oiher:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached7 ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet ihe appropriate requirements? [� yes ❑ No
5b. Have all of lhe 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)
1 a. 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 the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or Stale ❑ Yes � No
(Norlh Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes'to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes � No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolaled
Wetiand Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes' to one or both of the above questions, provide an explanation of the violation(s):
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 downslream water quality?
3b. If you answered "yes' to the above, submit a qualitative or quantitative cumulative impact anaiysis in accordance with ihe
most recent DWQ policy. If you answered °no; provide a short narrative description.
This project is a bridge replacement project and will not increase access to nearby properties.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ullimate trealment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
It is not anticipated that this project will generate any wastewater as it is a roadway project.
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 the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted. Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? Natural Heritage Data and site reviews.
Page 9 of 10
PCN Form — Version 1.3 December 10, 2008 Version

6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
This bridge replacement project takes place in Jackson County which is not near any coastal or tidal habitat that would
support EFH (i.e. salt marshes, oyster reefs, etc.).
7. Historic or Prehistoric Culturai Resources (Corps Requirement)
7a. Will ihis project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation � Yes � No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to dete�mine whether your site would impact historic or archeological resources?
See attached Historic Architecture and Landscapes and Archeological Resources "No Survey Required 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:
The project was coordinated with Floodplain management and a TYPE 2C MOA
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Maps.
Dave McHenry � 2 ^ Zj���
ApplicanUAge Ys Sigi ature
ApplicanUAgenPs Printed Name (AgenPs signature is valid only if an authorization Date
letter from the applicant is provided.)
Page 10 of 10

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Date: 8/5/2015 Caplion: 8ridge No. 55 on SR 1552
Scale: 1 inch equals 2000 feet Long Branch, Jackson Co.
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Bridge Number 55 over
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Jackson County, NC
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Jackson County Bridge #55 on SR 1552 over Long Branch June 2, 2015 Photographs
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Jackson County Bridge #55 on SR 1552 over Long Branch June 2, 2015 Photographs
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Jackson County Bridge #55 on SR 1552 over Long Branch June 2, 2015 Photographs
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l: n vironmen tn!
Quaiity
Mc Dave McHenry
NCDOT Division 14 Emironmental Specialist
Nor�h Carolina DepTrtment of Transportation
253 Webster Road
Sylve, Nortli Carolina 28779
Dear Mr. McHenry:
February 16, 2017
Subject: Mitigation Acceptnnce l,e[ter:
ROY COOPER
co����.�o�
RECEIVED
FEB212011
DIVISION i4
Division 14 Project, Repince Bridge 55 on SR 1552 (Blackl»wk Road) over Long Drauch, Jackson
County; �'VBS Element 17BP.14.R.128 / DB14A-490055
The pu�pose of lhis letter is lo notify you thnt die Division of Mitigation Services (DMS) will provide the
compensatory stream mitigation for the subject project. Based on the information received on February 6, 2017, the
impacts are locnted in CU 06010207 of Ihe Little Teunessee River basin in tl�e Southem Mowitains (SIvn Eco-Region, and
are as follows:
Little Tennessec
06010203
SIVi
Iropacfs (feeUacres)
Cold
79.0
Siream
Cool I W�rrn I Ripnrinn
Wetlands � Bufter
Zone 1 I Zone 2
CurrentLy, DMS does not have suRicieut available cold stream mitigation credils in Little Tennessee 06010201 to
mee[ curceut and projected iuiliga�ion needs. Per the Small Impacts Policy (Section IV, paragrapli E of the In-Lieu Fee
Inswment dnted July 28, 20I0 (ILF Instrument)), DVfS may request to provide tl�e ntitigetion in an adjacenf hydrologic
unit within the same river basin, nse of High Quality Preservation or implementation of BMP's as identified in a local
watershed plau. D\1S proposes to utilize cold stream mitigation credits from Little'I'e�mes<ee 06010202 (Cat Creek) or
Liule Tennessee 06010?04 (Tulula Bog�. This impact and associated nutigation need were under projecfed Uy Ihe NCDOT
ui the 2017 impact dafn. DMS will conuuit to implement su�cient compensntory stream mifigation credits to offse[ ihe
impacts associated wilh this project as detenuined by tlie regulatory agencies usiug iLe delivery timeline listed in Sectim�
F3.c.iii of tl�e ILF InsWmenL If the above referenced impacl amounts are revised, Ihen tUis mitigation accepfance letter
will no longer be valid and T new mitigation lcceptance letter will be required from DMS.
If you Lave any questions or need additional inforniation, please contac[ Ms. Beth Harn�ou a[ 919-707-8420.
Sincerely,
�� �
James � � �anGtl
Credit uagement Supervisor
cc: Ms. Lori Beckwitly USACE — Asheville Regulafory Field Office
Mr. Ted Adams, P.r., Division 14 Constn�ction Eugineer
Mr. Josh Dey�on, P.E., Divisimi 14 Bridge Managemenf Engi�ieer
Ms. Linda Fitzpatrick, NCDOT — PDEA
File: SR1552—Bridge55—Divisionl4
�'�'Noihing Compar es �,�
SlateofNonhCarolina fnvironmentalQuality
2q1Ve51fonesSiree� 11601Mail5erviceCente� I Raleigh,No�tl�Carolina27G991601
910 707 HG00

NO SURVEY REQUIR�D FORM
PROJECT INFORMATION
Projecl No:
WBSNo: 17BP.4.R.46
F.A. No:
Federal (USACE) Permit Reguired?
Projec! Descrrption:
PrajeclT�nckingNo. QNernnl UseJ
11-08-0114 �
- ----J
Cotn�ty: Jackson
Docmnenf: PCE
Funding: � State ❑ Federal
� Yes ❑ No Permit Type: NWP 3& NWP 14
Replace Bridge No. 55 over Long Branch on SR 1552
SUMMARY OF CULTURAL RESOURCES R�VI�W
I3riejdescription of revieiv nclivities, restrlts of revietiv, rned concliisions:
Review of HPO quad maps, relevant background reports, historic designations roster, and indexes was
undertaken on September 12, 2011. Based on this review, there �vere no existing NR, SL, LD, DE, or SS
properties in the Area of Potential Effects (APE). Aerial photographs and HPO GIS indicates there are
several structures within the APE of the bridge replacement project. According to Jackson County Taac
Data these buildings were constructed between 1975 and 1995. Google Street view confirms that these
are modern buildings and not eligible for National Register listing.
BriefE,rplmialion of why dre m�ailable infornralion provides n relinb/e bnsis for rensonnbly p�•edreting
thnl lhere are �ro tmrdentified historic pro�er/ies in the APE:
Using HPO GIS website, Jackson County Tax Data, and Google Street view provide reliable information
regarding the structures in the APE. These combined utilities are considered valid for the purposes of
determining the likelihood of historic resources being present.
SUPPORT DOCUNIENTATION
See attached: Maps, photos
FINDING BY NCDOT CULTURAL
NO SURVEY REOUIRED
NCDOT Cultural
ist
PROFESSIONAL
"h'o Sunxry ReyvirrA' fnm� forA/inor Trampanotinn Pio%rnr �u Qun( feJ m Ihr 1007 PiogmmmolieAK�emenf.
NGJO7'Archneolnyy h Hlemnr AnGilrelerrc Grunps

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NO SURVEY REQUIRED FORM
PROJECT INFORMATION
Projecl No.
{t'BS No:
F.A. No:
STR.#490055
17BP.14.R.46
iJa
Federal (USACE) Permi[ Reqaired?
Projec( Tincking No. (G�fenal UaeJ
11-08-0114
Co+mty: Jackson
Docuu�enr: Minimum Criteria Sheet
Firnding: � State ❑ Federal
� Yes ❑ No Permit Type: Nationwide
Projec! DescripliacLow impac� brirlge replacemen! of Bridge No. SS over Long Brnnch on SRl552
(Blackhmvk Rd) in Jackson Com�ty, Norlh Carolina. The s�rucpae wr11 like/y be replaced in place
u!ilizing an oJj-si(e detonr rl��ring canstruction nclivilies. Minor �li�ch-line impacts nre sche�luled (o occur.
Tiie arclraeologica! APEjor Ihe projec! measures lSOj! in ivir!!h (75ft lnteraflyjrom endi si�fe oj!!re
SR! 006 center-line) nnd 600j1 in lenglh (300JI from each bridge end �oin!).
SUMMARY OF CULTURAL RESOURCES REVIEW
Brrejdescri��Non oJreview activi/ies, res+dls of review, nnd concle�sions:
A map review and site file search was performed at the Office of State Archaeology (OSA) on Tuesday,
September 6, 2011. No previously recorded archaeological sites are contained within the presently
defined APE or immediately adjacent to the APE. No existing National Register of Hisroric Plnces
(NRHP), State Study Listed (SL), Locally Designated (LD), Determined Eligible (DE), or Surveyed Site
(SS) properties are contained within or proximal to the project study area. Topographic maps, soil survey
maps (CwA, BrC, SaC), aerial phorographs (Google, NCDOT), historic maps (NC Maps website),
archaeological/historical reference materials, and the Google street view map application were
inspected/utilized by the cultural resource specialist to gauge archaeological site potential within the APE
and to assess the level of residential, hydrological, agricultural, and other erosive disturbances that may
have formerly impacted any potential resources contained within the project construction footprint.
BriejExplana�ion oJwhy tHe nvailnble i� formn�ion provirles n reliable bnsis jor rensonably predicling
tlra! lhere are no miidenlified lrisloric properiies in dre APE:
While no archaeological sites are known to exist within the project area, numerous sites have been
recorded nearby. Most of these sites were discovered through CRM driven archaeological survey in
association with construction and improvements to Hwy107. Many of these sites are situated in identical
topographic and pedeological environs as the current APE. Therefore, on merits of topography and known
resources in the immediate area, die Bridge No. 55 location would hold a moderate ro high potential for
containing some truces of archaeologically discernable past humun activity.
The NRCS soil types mapped within lhe project APE include primarily (BrC) Braddock-Urban land
complex 2% to I S% slopes and (CwA) Cullowhee fine sandy loam 0% to 2% slopes, a somewhat poorly
drained, occassionally flooded soil consisting of at least 35% rock fragments. The Google street view map
applicntion and aerial phorographs revealed myriad disturbances and impac[s effecting the currently
defined APE. Moreover, the angle of the creek to the existing bridge structure automatically negates any
site potential in hvo of the project quadrants as the APE consists entirely of creek/creekbed and
maintained/disturbed right-of-way. The remaining hvo quadrants are chTracterized by paved and/or
graded driveways/parking areas/roads, a house, and residentially altered/landscaped ground surfaces.
"No Svmy Requind"%o'mJorA/irwrTimuponailai Proferis asQual�rdln ihr 1007 Piogmmmolic �eemem.
NCDOT Arrhordogy k HiifodcArch/re�mm Gmup.r

The diminutive a�id restricted nature of the APE and construction effort (in-place replacement with no
new location and an off-site detour), the disturbed urban-complex soils within the project area, and the
numerous urban/residential impacts to the project location make it highly unlikely that any significant,
intact culturel resources or archaeological sites capable of addressing profound regional research agendas
would be contained within the constniction footprint of the proposed bridge replacement project. No
further archaeological work is recommended for this low impact, state-funded, project.
SUPPORT DOCUMENTATION
See attached: � Map(s) � Previous Survey Info ❑ Photos
❑ Photocopy of County Survey Notes
FIIVDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL
NO SURVEY REOUIRED
Specialist
❑Correspondence
"No Survsy Requirtd"jomi/o�AlinorTim�poiml/on Piojrns arQunljrd in Iht 1007 Progmmma/ic Agnemenl.
NCDOTAr�haedogy& Hu�aieArrhiienurtGrovpr
�Q%�
Date

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ATTACHMENTA
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUNDINFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):9-1a-so�s
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
NC Departmen� of TranspoRalion, Mark Davis, Division 14 Environmenlal OKcer
253 Websler Road, Sylva, NC 28779
C. DISTRICT OFFICE; FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Replace bridge 55 on SR 1552 (Bfackhawk Road) in Jackson County
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: �a�k�� City: s��e
Center coordinates of site (IaUlong in degree decimal format):
Lat. ae.aono� °N; Long. -Sa�su2 °�/�/,
Universal Transverse Mercator: �o7sa.z,ssoss�a.azo�en
Name of nearest waterbody: ���s B�a��,
Identify (estimate) amount of waters in the review area:
Non-wetland waters:
zoo linear feet: 6 width (ft) and/or acres.
Cowardin Class: R3uBi
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: �a
Non-Tidal: Na
1

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
� Office (Desk) Determination. Date: 9-�a-zo�s
� Field Determination. Date(s): ���e z, zois
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: Ncoor
❑ Data sheets prepared/submitted by or on behalf of the
appl�nUconsultant.
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: ��24ksy��a so�m
❑ 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
Q Other (Name & Date):���ez,zo�s
� Previous determination(s). File no. and date of response letter:
� Other information (please specify):
2

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre-construction notification" (PCN), or requests verification for a non-reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the 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 ofher water bodies on the site affected in any way by that activily
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 official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

This preliminary JD finds that there "maybe"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:
later iurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
4
�� 2
ignature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)
- 23-/,�

Estimated
amount of
aquatic Class of
resourcein aquatic
Site Number Latitude Longitude Cowardin Class review area resource
1 35.307201 -83.19152 R3UB1 2001inearfeet Non Section 1Q
— non-wetland

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See S/eet 1-B For Conientlonal5ymbols
�'l["A�l[°]E �IF �T�1�7C'�T �.�]Fg�1L,�1'rT�
���V��I��I� �lF I�T��1�[i�1�A��
JACKS01� COU11tTY
�r�TL��r� �.�� su�r��c� �,va�z'�� x�vz�r�c�r ���a�,�x�r
LOCATIOIV: BRIDGE NO. SS OVER LONG BRAIVCH ON SR 1552
TYPE OF WORK: GRADING, PAVING, DRAINAGE, AND CULVERT
�. DB14A-490055
CLEARING ON THIS PROIECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD II.
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
DESIGN DATA
ADT 2014= 200
ADT 2034= 200
DHV = 10 %
D = 60 %
T = b % '
V = 25 MPH
`(TTST=3% + DUAL=3%)
FUNC CLASS =
LOCAL
SUBREGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY PROJECT = 0.067 MILES
LENGTH STRUCTURES PROJECT = 0.007 MILES
TOTAL LENGTH PROJECT = 0.068 MILES
NCDOT CONTACT: K. ZAK HAMIDI, PE
DESIGN BUILD PROJECT ENGINEER
PiqveO ln lle p)ke (Ir
� LOUIS BERGER
1�DI 11'xde Avenue. Smte 400
Ra'elgn, Notln Caro'Ina 2]605
Li<ensel:o.: F�0840
zu¢srnxo.axn srcc�r�cauon's
RICHT OF II�IY DATG:I DEAN D. HATFIELD PE
JUNE 17, 2014 PAoiccr c.er,iscen
LF.TTIM1'G DATE: I RD ODELL PE
JUNE 17 �IO�4 PAO/f.CiD£SIL\'E\GP'EER
H1D21ULICS LNGINEER
AOADII'riY DES(GN
G�\'GlVGCR
Permit Drawings
P�ge 1 of 5
�1
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5-174 490055 Roadway
100% Hydraulics
Year III Div. 14A Bridge 055
Dafe: January 6, 2017
OOCUTAENT NOT COHSI�E0.EO FINAL
UNLESS ALL SIGNATURES GOIdPLEiEU

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i O' Permi[ Dr�wings
PT Sfo. 10+q9.q7 P;l� e 2 Of J
)JECi 0814A-490055 /
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Pl 5/0 /0+312/ Pl Slo 12+7577 Pl Sla 14+0355
\�= 608'19.4'lRrl �= 24'47'01.0'!RT! p= 1643'l22'lRTI
D= l5'04'402 0= 2527'532 D= l8/l'209
L= 407Y L= 97.33' C= 9192'
T= 20.38' T= 49.44' r= 4629'
R= 380.IXY R= 225.�' R= 3/S.Gri
OS = 257APH OS = 25MPH OS = 25MPH
Se = 003 Se = OA4 Se = EXlST.
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CURVE OA7'A FOR -Yl-
PI Sta 10+9630 PI Sla lI t7827
�= 2�49'24.��RTJ �= 2T24'//.4'lLil
D= 8f 5/' 04.0' D= 30' S8' 145'
C = 26bb' C = 88.48'
T = 13.49' T = 4510'
R = 70.00' R = 185.(17
OS = 25�IPH DS = 25MPH
Se = EX�Sr. Se = EXlST.
SEE SHEET 5 FOR PROFILE
SEE SHEET XX FOR CULVERT PLANS
`B�

I li�lt�vay North Carolina Department of Transportation '
�tc,rm��;u�:.r Pex•t�lit Dr�t�viugs (;.
,, . , Highway Stormwater Program
STORMWATER MANAGEMENT PLAN PR�e 4 Of $ —
(Version 2.07; Released December 2014) FOR NCDOT PROJECTS
WBS Element: 17BP.14.R.1� TIP No.: SF-490055 County(ies): Jackson Page 2 of 2
Bridge to Culvert Avoidance and Minimization
ropose tructure ummary
Sheet No. & Station Sheet No.: 4 Station: L 12+41.76 Number of Culverts: 1
Drainage Area (ac or sq mi): 1.6 sq mi Culvert WidthlDiameter (ft): 20'-1"
Surface Water Body: (1)Long Branch Culvert Height (ft): 6'-6"
Culvert T e: Aluminum box culvert Culvert Length (ft) -74= '76
Avoidance and Minimization Efforts: The existing stream (Long Branch) almost perpendicular to the roadway. The proposed alignment was adjusted to minimize impacts to the existing
(Bridge to Culvert) channel due to fill slopes. Wingwalls were elongated and placed parallel to the roadway to avoid impacts. Sills and baffles placed to emulate
existing channel flow..
Stream Slope Fish and/or Aquatic Life Passage
Existing Average Stream Slope (%): 2.39 % Existing Low Flow Channel Dimensions Low flow channel is appoximately 7' wide and
Proposed Culvert Slope (%): 2 �$ % in the Stream: around 0.5' deep. Channel dimensions vary
Culvert Burial due to mounlainous and rocky terrain.
Proposed Culvert Burial Depth (it): One foot
Existing Streambed Material: Boulders, cobble, gravel & sand. Proposed Low Flow Dimensions Low flow channel is appoximately 7' wide and
Through the Culvert: around 0.5' deep.
Proposed SiIIslBaffles: Sills and baffles will be placed within culvert one foot
Trom enlrance and exit. Sill and baffle will be placed xisting ow ow e ocities in e
halfway along length of culvert. Stream (ft/s): 5.5
ropose ow ow e oci ies roug
the Culvert (ftls): 2'4
Alternating Low Flow SilislBaffles: No. Sills/baffles placed to emulate existing
flow.
Culvert/Stream Alignment
Stream Patterns Upstream and The proposed stream alignment resembles the existing alignment and should not hinder fish passage in comparison to existing conditions. Banks
Downstream of the Culvert that Could are stabilized wilh Class II Rip Rap both upstream and downstream of the culvert.
Affect Fish Passa e and Bank Stabilit :
Bed Forms Impacted by Culvert (riffles, Existing stream profile indicates one riffle section within culvert. These will not be impacted.
pools, glides, etc.):
Low Flow Floodplain Bench Required? Yes Transition to baffles.
(provide justification)
Sharp Bends at InIeUOutlet? No Existing slream alignment has a modest bend at the inlet and outlet of the culvert as the stream runs almost perpendicular to the
describe culvert ali nment with stream road at upslream end. Proposed culvert alignment is more inline wilh the existing stream.
Stream Realignment Necessary? (provide No Placement of additional roadway embankment causes stream at its base to be moved.
justification)
Bank Stabilization: Class II rip rap is placed at lhe upstream and downstream ends of the culvert. Rip rap extends 10' from the upstream end and 20' from the
Outlet Velacities
Natural Stream Channel 2-yr Velocity (ft/s): 5.5 Natural Stream Channel 10-yr Velocity (ft/s): 7.1
Proposed Culvert 2-yr Outlet Velocity (ft/s): 6.9 Proposed Culvert 10-yr Outlet Velocity (ft/s): 6.8
Roadway Geometric Considerations
EvaluatelDescribe Roadway Geometric Constraints:
The roadway and culvert is an off-site detour that closes the existing roadway to tra�c.

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/ ALU1.1.80% CULVERT
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HORIZ. CURVE DATA
P.I.STA.= 10+3L21 -L-
0 = 6°-OB'-19.4"(RT)
D = IS°-04'-40.2"
L = 40.71
T = 20.38'
/ 0P�'V >
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/-^ (TO TRN.1
HORIZ. CURVE DATA
P.I. STA. = 12+75.77 -L-
0 = 24°-47'-01.0"IRT)
D = 25'-27'-53.2'
L = 97.33
T = 49.44'
HORIZ. CURVE DATA
P.I. STA. = 14+03.55 -L-
o = 16°-43'-122"IRTI
� = 18'-11'-20.9„
L = 91.92
T = A6.29'
VERTICAL CURVE DATA VERTICAL CURVE DATA
(-) 5.2947%n�� g380� (-) L5380'/. ��{-7 p;pp�
�o P.I. STA. = 11a75.00 -L- P.I. STA. = 12a95.00 -P
\ EL= 2113.I0' EL= 21tL25
pa . ) `/L = 140.00 �C = 100.00
GRADE DATA
GRADE POINT ELEVATION (J STA.12a41.76 -L- = 21121T
BE� ELEVATION cJ STA.12+q1.76 -L- = 2103.R'
ROAOYIAY SLOPES = VARIES
HYDRAULIC DATA
DESIGN DISCHARGE = 550 C.F.S.
FREOLIENCY OF DESICN FLOOD = 25 YEARS
�ESIGN HIGH YIATER ELEVATION = 2110.0'
�RAINAGE AREA = 1.6 S0.l.II.
BASE DISCHARGE 10100) = 800 C.F.S.
BASE HIGH I4ATER ELEVATION = 2II1.37
OVERTOPPING FLOOD DATA
OVERTOPPING DISLHARGE = 700 C.F.S.
FRWUENCY OF OVERTOPPING PLOOD = 50+/- YEARS
OVERTOPPING FL00� ELEVATION = 2110.9
FOR 11TILITY INFORMATION, SEE UTILITIY PLANS AND SPECIAL PROVISIONS.
LOCATION SKETCH
TOTAL STRUCTURE �UANTITIES �UANTITY UNIT
REGIOVAL OF E%ISTING STRUCTURE cJ 12*41.76 -L- N/A LS
FOUN�ATION EXCAVATION �1i STA.12+41.76 -L- N/A LS
AWIAINUTA BOX CULVERT (J STA.12+q�,76 -L- N/A LS
FOl1NDATION CONDITIONING MATERIAL (d STA. 12*41.76 -L- 110 TONS
ORANN BY : J. F�YA pAiE : 10-2015
CHECKE� BY : T�KIflSCHBAOU pp7E ; 10-2016
OESIGN EI:GR:EER OF FELORO : F.ASEFtIIA pp7E ; 10-2016
APPROXIMATE
GROl1N0 �INE � -
EL.2105.66 �
EL. 2105.21
ee
I I I / `\_I
� ��
_____ i
%---- EL
�L. 2110.82
EL 2104.89 EL 2703.93
EL. 2109.48 EL 2104.11
PROFILE ALONG � CULVERT
NOTES
ASSUlAED LIVE LOA� --------- HL-93 OR ALTERNATE LOADING.
�ESIGN FILL --- 2'-7"1l,IAX.1 1'-9"IhQNJ1ALONG � CULVERT)
FOR OTHER OESIGN OATA AND GENERA� NOTES, SEE SHEET SN.
THE RESI�ENT ENGINEER SHALL CHECK THE LENGTH OF Cl1LVERT BEFORE STAKING IT Ol1T TO lAAKE CERTAIN
THAT IT YIILL PROPERLY TAKE CARE OF THE FILL.
FOR BORING INFORlAATION,SEE GEOTECHNICAL REPORT.
FOR A��ITIONAL INFORIAATION REGARDING DRAINAGE.GRA�ING,AND ROADWA7,SEE ROADYIAY PLANS.
THE DETAILS SHOYIN ARE FOR GENERAL LAYOOT ONLY.THE Sl1PPLIER SHALL PROVIDE DESIGNS AN� OETAILS
FOR REVIEY! AN� APPROVAL THAi lAEET THE REOUIRElAENTS OF AASHTO LRFO BRIOCE DESIGN SPECIFICATIONS,
SECTIOY 12.AND ARE SEALE� BY A NORTH CAROLINA RECISTERED PROFESSIONAL ENGINEER.
11NLESS OTHERYIISE IN�ICATED,THE Sl1PPLIER SHAI.L DESIGN,OETAIL,AN� FURNISH ALL STRUCTURAL
ELEMENTS AND HARDWARE.
THE EXISTING STRUCTURE CONSISTING OF ONE 18'-6'SPP.N WITH TIhiBER FLOOR ON TIPiBER JOISTS;
19'-e"CLERR ROPOWr1Y WITH R TIt4BER CAPS ON T1hiBEft POST FNO S1LLS IOCATE� RT THE PROPOSED
STRIICTURE SHALL BE REt40VED. THE EXISTING BRIOGE IS PRESENTLY POSTED FOR LORD LlhiiT.
THE SUBSTRUCTURE OF THE E%ISTIkG BRIDGE INDICATED ON THE PLANS IS FROIA THE BEST INFORIAATION
AVAILABLE.SINCE THIS INFORI.IATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR,THE
CONTRACTOR SHALL HAVE NO C�AIM 1'IHATSOEVER AGAINST THE DEPARTIIENT OF TRANSPORTATION FOR ANY
DELAYS OR AO�ITIONAL COST INCURRED BASED ON DIFFERENCES BETV4EEN THE E%ISTING BRI�GE
SUBSTRUCTUftE SHOWN ON TNE PLANS AN� THE ACTUAL CONDITIONS AT THE PftOJECT SITE.
RElAOVAL OF THE EXISTING BRIDGE SHALL BE PERFORIAE� 50 AS NOT TO ALLOW DEBRIS TO FAIL INTO
THE YIATER.THE CONTRACTOR SHALL RE1.!OVE THE BRIDCE AN� SUBI.IIT PLANS FOR OBAOLITION IN
ACCORDANCE WITH ARTICLE 4022 OF THE STAN�AR� SPECIFICATIONS.
FOR CULVERT DIVERSION DETRILS /aN� PAY 1TEI1. SEE EFi0510N CONTROL PLANS.
THE CONTRlaCTOR SHlaLL STAKE OUT THE LENGTH OF CULVERT FOR ENGWEER REVIEW PRIOR TO OR�ERING Cl1LVERT.
CONTRACTOR WILL tARIMRIN THE ALIGNt4ENT OF THE f+W141NUP1 CULVERT SECTIONS �l1RING B/aCKFILL.
FOR SUBt-0ITTRL OF WORKING ORPWINGS, SEE SPEGRL PROVISIONS.
FOR FRLSEWORK RNO FORhiWORK, SEE SPECIAL PRaVISI0N5.
FOR CRANE SAFETY.SEE SPECIAL PROVISIONS.
FOR RLUI4INUh7 80% CULVERT, SEE SPECIPL PROVISIONS.
FOUNDATION RECOMMENDATION NOTES:
THIS STRUCTURE IS LOCATEO W SEISt1IC ZONE 1.
SEE SECTION 414 OF THE STAN�RRO SPECIFICPTIONS FOR Cl1LVERT EXCAVRTION ANO BACKFILLING.
E%CP.VFTE AT LEl15T IFOOT BELOW THE CULVERT RNO THE FOOTIkGS,
RND REPLACE THE E%CPV[aTEO PIRTERIPL W1TH FOUNORTION
GONOITIONING P7RTERIAL IN FCCORORNCE WITH RRTICLE 414-4
OF THE ST[aNOPRD SPECIFICRTIONS.
FOUNOATION CONDITIONING t4ATERIAL SHALL BE CLRSS VI
SELECT t4RTERIf+L D7EETIONG THE REOUIREPIENTS OF
SECTIO� 10I6 OF THE STANOARD SPECIFICP.TIONS.
BACKFILL WING W[+LLS WITH CLRSS IIOR BETTER SE�ECT
MRTERIRL PIEETWG THE REOUIREI4ENTS OF SECTION 1016
OF THE STRNDARO SPECIFICRTIONS.
15'-0' . 15,_0"
.�0 \� I I EL.
`E�. 2103A2
EL 2108.73
OOCUMENT NOT CONSIDEPE� FIHAL
UHLF55 All51GNATUAES LOMPLETEU
``d`QIN�C�ARp���
� O'ItSS�e��,q �
� �r��� �
_' ' sEn� '�: _
= i 020103 ; =
9.a` t int0 :
'�•4qlsi' A�p``:
",,,���,�,,,,���
� Louis BergE;
I hereby cerify that this structure
was rehabilitated according to
ihese plans or as noted therein.
Resideni Engineer Dafe
PROJECT N0. 17BP,14.R.128
JACKSON COUNTY
STATION: 12+q1.76 -L-
SI�IE (6 MNIX C���:tN1
DEPARTMENT OF TRANSPORTATION
R�IEU�
SINGLE 20'-1" x 6'-6"
LUMINUM BOX CULVERT
35°-0�'-0�" SKEW
Acv�vo„s i s�EE�
oa�c� ro er: w�c� C-�

ROAOVlAY
SLOPE VAF
EL. 2103.84
PROFILE ALONG � OF CULVERT
EL 2102.25
PROPOSED ELEVATIONS
EP INLET 2112A9
CENTERLINE ROA�WAY 2112.07
EP OUTLET 211132
TOP Of HEAOWALL INLET 2112.34
TOP OF HEADWALL OUTLET 2118J5
INVERT INLET 2103.84
INVERT OUTLET 2102.25
NOTE:
NATIVE IAATERIAL CONSISTS OF I.IATERIAL THAT IS EXCAVATED FROl.1 THE
STREAl.1 BE� AT THE PROJECT SITE OIIflING Cl1LVERT COHSTRUCTION.NATNE
I.IATERIAL IS SUBJECT TO APPROVA� BY THE ENGINEER AND lAAY BE SIIBJECT
TO PERl.IIT CON�ITIONS.
PLACEl.1ENT OF BACKFILL 61ATERIAL SHALL BE INCWOED IN THE W1.1P SO`A
PAYl.fENT FOR ^CULVERT E%CAVATION".
FOOTINCS NOT SHOYIN FOR CLAftITY
20._l•
S'-B' 5'-5' 0'-0'
�I � I
L ,1� _
� �E cuvEar
INLET AND CENTER SILL
& BAFFLE DETAIL
IPEflPEfIDICULAF i0 � NLVEFiI
fL00itl:G OOe:�SiflEAV1
OUTLET SILL
& BAFFLE DETAIL
IPFRPEN9INLAF i0 � COLVEflII
ILOOiING UO�:ISiPEAVI
PROJECT No. 17BP.14.R.128
JACKSON COUNTY
STaTioN: 12+41.76 -L-

ADDITIONAL INfORMATION AND COMPUTATIONS
HfQd414LT..... ......... ............ .........._ ............ ...._...
�iAl1UGE PAG 16 $p A'1.—� tOUifO 100=:i LY HYDiOLOGIC UGO`1 2
......0.U)AL BWE YIWE.... ..... ....._ _... .....
5'P ]009-5150
p� 11010(�1 1101161 �� It0 Ci5 .�..�rt,n:+i krNC�Oin�n� 19P911E0 Cf5 ....
..:a .._ ......
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Ou ]9d �D.y ]99 (I 6� 56! <f5 > � A-0 Fr t.000i r r� 1993� 550 Cf5
.. .. ... -�.. ......_.
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s
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- .:. er.. . .. . . ........ ..
O�� )9J (OT )9! �.d�_ 1115 <FS > Ire rv� tl f rKC00i�r Ta 193511IM 65
FFIi�A ROOD INSUiNfCE SiUOY iFi0ii.1RCK50Y COV IlI,i.0 6 I`:CO)iOVAI[O A�FAS,Afill19�3010
0.- <�5 Cf5 ......... ......... ..._.._.. ......... .........
o„a na crs ......... ___._ ._.__. _._._. .___..
Q,. G65 CFS .._ _.. ... -_ ...
a,,, ino crs .._ .. _.. ... _.
AO�I➢O•J.LNOIES .__ ._.. ..._ _._ ._..
iN6 tdO1ER f011OwS SVe-AEGIOWL➢ER GUI�WNES
3nO1ER COABL ES V IM IOCAt RO00: W'1 hAM' GL'Frt 0.EGUTAPONS
1XE OPF`1 pvU Wi iHF EUSiI1.:G. BoIOGE I$ AF�rOxIVAIEIT 64d SQ:fi. .. .
TIE OPLY AIFA WR iHE idOiOSED NIVEAi IS f3i>O>R•AIEtY 81.9 SQ.R.
I1L fWxS Sll101E� SHO v FQVN 02 P£OVCF� VIAiER N3ACf fLEVA➢OtS R C[OSS 5[CfION 1055.
EFFECIIVE S¢E OF VdOroSEO NlvE4i IY HEC PAS ____ 1593 S 51<II 60% ____ _.__
EFFFQVF HPGM Oi 6lOCKAGE > 13568' ____
SITE DATA
Dmino9e �� 16 54:1.11... .......... 5amm USGS pUAD RW STLVA.SOURi ...__..
R:+er Bosln �mE iENNEj$EE ,„„ �{w�oaer SUBV0.BAN 1.'OUNiPJNOU2
Slrt-om CI sifim�ian (SvcA irou� HigM1 puol� 4/ 1 CIASS C
I e:c .
1 SPAN � 18'-0•, E Bi5 R'l � S41 \ POSi E SIIIS; E Bi 1 EnC U! --�
Oa�o m Enslin9 Slrv[hre CO�'C (,il_VqR QS ....... .__ __.
Dz6dsPo�e�naP. Lax.% ,/ odem�e .._HyM1..
�o'o an Sbvtlu�es Up ond �o�nn Sheom ,UGSiRFA'A hA
�01'!NSiRFA11 690383' OOIIBLE 5%6 0.CBC� 33J-8 AlO1.G CFMEBIINE NLVERT
Gago 5!mion �o ��NE��� , Penod o�Reaords N/. _._. ___yn.
Mnc �izchor9u NA __. _cls Uole !�A ......... ....._._ RMoznp' NA __._..
Hisloriml Flood Informa�ion.
1A5.1.8U0.CHFlEL NEVER RECALLS iHE Si0.FA41 P¢�od ol
Oolv__._. Pev ._....hEsl Feq......_yr.5ovrce OVERiOPiIt�G THE ftOAOV/AY K�•ledge.d@...yrs.
Pe� od o(
�a�e._._.. Elei ....hEs� iro9 ..)c 5 «e ..... ..... Knonled9' ._..y .
Wlo..ob!e Fnl fle. ?3-TR ELEV ]1100 „ry, go�molv/o�er Sodom Ele� 3�059 Ji
�O.OdO �HOW �195SYFlfL�
Ilonning'sn Leh08_OA50 CFonnel,_OOfS ayF10.B.0:090 pbtainedFromINVES➢GAiION
0.EOEI14FAilON II.IODEl11NAVAl1f9l�
Fload Srody/Aoms ..._ flS APR�� 14.2014. ........... Rood:.o� B�obnM1edi 7E5
FloodSNd/100>r.�IicForgx 965.....�Is.:\VSEIz..:Floodnoy �IU?..N. Floadno�/ 21135...h.
'WS FLT en �+ FlS CRO55 SECPON 011,
DESIGN DATA oisrauce t,i62
H d log ml A th d USGS ftWRES510N EpUhTONS SIR ]009 5158 RFGION 3
H-0 ufc 0 g)•inad . MK FAS vEfl510N_C 10 SF-090055_ LOI.G Beq�,<ry SR 1%2 __,
Dee9nTo1 ler Q�� d.5 ry Q SO h Q,�53....XQ�SdB�..H.�y� b� ....N.
b Ce �ml o cJ
Sbz d l�.. Ic�/rl Ae H�D �F) d` T M1 l5 j51 1.rahr
Is a Rood Y R mn Pe9u redi 1.0, ttPE 2C I.'OA _.......
Outivl Vel M P',J ..........68 J.P s Nomml Chonnel Vebaif� (V ).... I.1.......I.Ps.
Re9uiredOull.tPmlenian. CVSS'll'PJPPAP ...... ........
INFOWAATION TO BE SHO\'!N ON PL4N5
1I5 FL i Fen @ W er5�olmn 1055
�es9n'. OscFar9e .. 550 Is. Frx9 nay �5 y Flrr. ._ 3110.O..ft.
...eoo r,. r,e �e� �oa'iF�/.W eie,. ziii9i
Bm= Flood Oudorge .._965 q n. �. p,
O.er1oGP. 9 � scho�9z ._..I00 ... c fs. G.Mm^q 50. VR. i.' .IT. El:c ... 3110.9.. N.
CULVERT SURVEY 8 HYDRAULIC DESIGN REPORT
N. C OEPARiIAENT OF TRANSPORiATION
� DMSION OF HIGIR'IAYS
� I HVDRAUlICS UNIT
z �. RALEIGH,N-C.
c.
U'- I.D No SF-090,055.... ProletlNo..11BP1JRld8.__._._._. ProI.5lo�ion l SiAIUdL]6.__...
Z
B'. Count� UCKSON _ Amom. LO\G BOANCH Srv.Na.005$, ,
,� �: SR 153� 5¢ 1d3) SR 136]
o� On Hghno� �BIACMHAWK 0.D� BeMeen �KILLW.' 0.D� ond �LRiLE SAVANNpH 0.0)
o :
°� - Psmmmendzd SrmcNre 20 I" % 6'-b AlUVJ4U!.1 00X NLYERi VYCOI.0 HFAOWNL V/fIH
q, .. _ . .. . . . .....
6' TOP BEVEL
a _ ... .._..... ____. ......... ._..._. ............__...
n! RHommmdrd \'/Ni6 olFood.a�.�-9'IANFS 1�iM i'SHOULOE0.5 , S�e. J3,degr,x;, ,,
h' ftemmmendxd lomTon is �Up.QDo.rn� 5!ream Imm Eu ng Cms�ng..... 531Ri
LL S!aia..ide i:r ❑ FogionalTer ❑ Sub-RegionolTixr �
a
°_ Bancl� F'.ork is _&'.1 �I -BL SLA ]a9006 3830 LEFT, e" SiIKE IN 16' OOUBLE HICKORY IRfF, ,
r' -L SiA I]414J6.51901i..... ._. Eis� YII558__fr �o�.m NAVp.88 ....
>�- Tempamry Cmssmg.OFf SIIE �EfOUR .... ..... ........ ._._ _.__..
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