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HomeMy WebLinkAbout20170328 Ver 1_NCDOT_Bridge 11_Graham County_Application_20170322Carpenter,Kristi
From:
Sent:
To:
Subject:
Attachments:
Follow Up Flag:
Flag Status:
Folks,
McHenry, David G
Wednesday, March 22, 2017 7:36 AM
Beckwith, Loretta A CIV USARMY CESAW (US); Barnett, Kevin;
Chapman, Amy; Carpenter,Kristi
Nationwide 3 Permit Application for Bridge 11 Replacement,
Graham County
NCDOT_Bridge 11_Graham County_Application.pdf; NCDOT_Bridge
11_Graham County_Plans.pdf
Follow up
Completed
Please accept the attached application for a Nationwide 3 for replacement of Bridge 11
in Graham County.
Please advise if you have any questions or need further information.
Thank you for your time and assistance.
Dave McHenry
Environmental Officer
NC Department of Transportation/Division 14
828 586 2141 office
dgmchenry(c�ncdot.qov
253 Webster Road
Sylva, NC 28779
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third
parties.
Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name Brid�e 11 on NC 143 B(Snowbird Road)
2. Name of Property Owner/Applicant: NC Department of Transportation
3. Name of ConsultanUAgent:
*Agent authoriza[ion needs to be attached.
4. Related/Previous Action ID
5. Site Address: N/A
6. Subdivision Name: N/A
7. City: Robbinsville
8. County: Graham
9. Lat: 35310430 ° N Lon�: -83.814141 ° W (Approx. Project Center)
10. Quadrangle Name: Robbinsville.
11. Waterway: Lone Creek (C Tr)
12. Watershed: Little Tennessee River (060102041
13. Requested Action:
X Nationwide Permit # 3
General Peiznit #
Jurisdictional Deternunation Request
Pre-Application Request
The following information 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:
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVEILYOR
March 21. 2017
Ms. Lori Beckwith, NCDOT Regulatory Project Manager
U. S. Aimy Corps of Engineers
I51 Patton Avenue, Room 208
Asheville, NC 28801-2714
JAMES H. TROGDON, III
SECRETARY
Subject: Natiomvide 3 Permit Application
Replace Bridge No. 11 on NC 143B (Snowbu•d Road) over Long Creek
Graham County
State Project No. 17BP.14.R.130
(DWQ Minor Permit Fee $240.00)
Dear Ms. Beckwith:
The North Carolina Department of Transportation (NCDOT) is proposing to replace bridge no. 1 l
over Long Creek in Graham Coimty. Tlie existing structure will be replaced soon with a 3SL
cored slab bridge on the same location. An off-site detour will be used to l�andle traffic during
construction. This project was originally developed under the federal Low Impact Bridge
Program, but now state funding �vill be used for the work.
The only impacts proposed with the project involve temporary flow dive�sions and rip rap scour
protection. The need for rip rap scour protection under the new bridge was identified during the
preconstruction meeting. An attempt will be made to avoid the placement of all rip rap below the
ordinary high water elevation of tlie stream, but that may not be possible due to the steepness of
the sh�eam banks and the proximity of the existing bridge supports to the stream edge.
Enclosed are a PCN application, preliminary jurisdiction form, marked-up plan sheets showing
the proposed work and impact sites, a USGS quad map, photographs, and otlier peitinent project
information to assist in your consideration of this request.
The U.S. Fisli and Wildlife Service and North Carolina Natural Heritage Program databases were
checked for records of threatened and endangered species in Macon Cowity. Carolina no�thern
flying squirrel (Glnuconrys snbririus colornh�s), spotfin chub (Erimaiac n�onachus), Appalacliian
elktoe (dlasmidonta rm�enelimin), Virginia spiraea (Spiraen virginiann), rock gnome licfien
(Gymnoderirta lineare), nortliern long-eared bat (Myotis septenh�ionnlis, NLEB), gray bat (Myotis
grisescens) and Indiana bat (M}+otis sodalis) are listed as eitlier threatened or endangered and are
known from current records.
,t(ailingAddress:
NC DCPARTh1ENT OF TRANSPOR'I'ATION
Division 14
253 Webster Road
Sylvq Nonh Carolina 28779
Teleplmne: (828)58G2141
Fnx: (828)586-0613
Ctrsfamer Sen•ice: I-S77d68-0968
Ile6sire:��Mlrncdoteov
Lornliar:
NC DLPARTh1EMf OP TRANSPORTATION
Divisian 14
253 Webs0.r Road
Sylva, North Carolina 28779
Graham il Replacement Page 2 March 21, 2017
Appalacliian elktoe and spotfin chub only occurs in Graham County in the Cheoah River
downsheam Lake Santeetlah. Long Creek is many miles upstream of the lake and is too small
and cold to suppo�t mussels. Therefore, the project will not affect these species.
Virgnia spiraea also only occurs in Graham County along the Cheoah River downsd�eam Lake
Santeetlali. There are no scoured banks or gravel bars at the bridge that could support this plant
and it was not seen during visits to the bridge site. This project should have no effect on Virgnia
spiraea.
Gray bats usually roost in caves or in/on stivctures year-round while Indiana bats and NLEB only
winter in caves or mines with stable, but not freezing, cold temperatures. During waim seasons
Indiana bats and NLEB usually roost on/in structures, under the shaggy bark of live trees such as
white oaks, sycamores, and hickories, or in cavities oe under tlie loose peeling bark of dead trees.
This project will not require blasting, but will require the removal of approximately 6 trees and
demolition of an old timber bridge. The stn�ctures were suiveyed for bats and evidence of bat
roosting and none were evident; absence of bats will be conf�med prior to demolition. The
bridge is not situated in a"red H[JC" where known NLEB matemity roosts and/or hibernacula
are a concern and it is several miles fi•om the nearest "red HUC". To protect Indiana bats, the
obst�l�cting trees will be removed from October I S to April 15 (winter clearing), With the
clearing restriction, we recommend a"may affect, not likely to adversely affecP' dete�mination
for Indiana bat due to the minor loss of forested habitat.
The Carolina northern flying squirrel and rock gnome lichen are found in spruce-fir forests and
other isolated high elevation locations in western North Carolina. However, rock gnome lichen
can occasionally be found at lower elevations in deep river gorges with high humidity or on some
vertical rock faces that are periodically wet. The bridge site is much too low in elevation and
lacks rock faces and otlier habitat conditions requu•ed by these species.
The project is small in scale. Erosion and sedimentation wntrol measures will be used to
minimize adverse effects of the work on aquatic habitats. Habitats for listed species appear
lacking at tlie project site and none of the species known from Graham County were observed
during field visits. For these reasons and those discussed above, we recommend tliat a
determination of "no effecP' on listed species, with exception to Indiana bats, apply to this
project.
Tliis project was reviewed by NCDOT's Human Environment Unit and it was determined that a
survey was not necessary for archaeological resources, but, due to a nearby eligible liistoric
property, a no adverse effect determination was obtained by including a metal bar rail in the
bridge design (see attaclied forms).
NCDOT best management practices will be used to minimize and conh•oI sedimentation and
erosion on tliis project.
Impacts to Watcrs of the United States
Long Creek (DWQ Class: C Tr) is slio�vn on the USGS topographic map as a perennial stream. It
has a well-detined channel appcosimately IS feet in width with a substrate of gravel and cobble.
Long Creek flows about 1.5 miles to the Cheoah River (upstream of Lake Santeelah). The
Cheoah River meets the definition of a Traditional Navigable Water (TNW). For these reasons,
we believe Long Creek is a Relatively Permanent Water (RPN� and is uuder the jurisdiction of
Graham i l Replacement Page 3 March 21, 2017
the U.S. Army Corps of Engineers. In order to consh�uct the project, it will be necessary to
impact waters of the United States in Nie Little Tennessee River Basin (CU 06010204).
Specifically, NCDOT is requesting to replace Bridge No. 11 �vith cored slab bridge. Listed below
is a summary of the proposed impacts:
Net
Site No. E�sting Conditiou Proposed Coudition Impacts
(feet)
1 Long Creek �pervious Dikes and Temporary 50
Flow Diversions
Z Long Creek Rip Rap End Wall Protection 40
3 Long Creek Rip Rap Outlet Protection 10
4 Long Creek Rip Rap Outlet Protection 5
Permits Requested
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed
with the construction project outlined above. Coordination with the NC Wildlife Resources
Commission occurred in 2012 when Attachment G(see attached} was prepared; the WRC
requested the rainbo�v trout moratorium (see attachments), which we will adhere to.
I am also requesting authorization under Section 401 of the Clean Water Act from the North
Carolina Depaitment of Envi�romnental Quality, Division of Water Resources (DWR).
Please contact me at (828) 586-2141 if you have any questions or need additio�al information.
Your titnely review and consideration of this request will be greatly appreciated.
S' erely,
�jt� ���
ave 1vlcHenry
Division 14 Enviromnental Officer
Enclosures
ec: Ms. Arny Chapman, Division of Water Resources — DEQ, Raleigh
Ms. Kristi Carpenter, Division of Water Resources — DEQ, Raleigh
Mr. Kevin Barnett, Division of Water Resources — DEQ, Asheville
Mr. Josh Deyton, PE, Bridge Management Engineer, NCDOT Division 14
Mr. Reid Whitehead, Roadside Environmental Field Operations Engineer, NCDOT
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Carps: � Section 404 Permit ❑ Sectian 10 Permit
1 b. Specify Nationwide Permit (NWP) number. 3 or General Permit (GP) number:
1c. Has lhe NWP or GP number been verified by ihe Corps? � Yes ❑No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdiclional General Permit
❑ 407 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this noiification solely for the record For the record oniy for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a miiigation bank or in-lieu fee program proposed for mitigation � yes � No
of impacts? If so, attach ihe acceptance letter from mitigation 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 ihe project located within a NC DCM Area of Environmental Concem (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replace Bridge No. 11 on NC 143 B(Snowbird Road) over Long Creek
2b. Gouniy: Graham
2c. Nearest municipality I town: Robbinsville
2d. Subdivision name: N/A.1
2e. NCDOT only, T.I.P. or State 17BP.14.R.130
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 Officer
applicable):
3d. Street address: 253 Webster Rd.
3e. City, state, zip: Sylva, NC 28779
3f. Telephone no.: 828-586-2141
3g. Fax no.: 828-586-4U43
3h. Email address: damchenrvCcilncdot.qov
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: N/A
4c. Business name NIA
(if applicable):
4d. Street address: NIA
4e. City, state, zip: N/A
4f. Telephone no.: N/A
4g. Fax no.: N/A
4h. Email address; N/A
5. AgentlConsultant Iniormation (tf applicable)
5a. Name: N/A
5b. Business name NIA
(ff applicable):
5c. Street address: NIA
5d. City, state, zip: NIA
5e. Telephone no.: N/A
5f. Fax no.: N/A
5g. Email address: N/A
Page 2 of 10
B. Project Information and Prior ProJect History
1. Property Identificatlon
1a. Property identi(ication no. (tax PIN or parcel ID): N/A
1b. Site coordinates (in decimal degrees): Latitude: 35.310430 Longitude: -83.814141
1 c. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Long Creek
proposed projecL
2b. Water Quality Classification of nearest receiving water: C TR
2c. River basin: Liltle Tennessee River Basin (HUC 06010204)
3. ProJect Descriptfon
3a. Describe the existing conditions on ihe site and the general land use in the vicinity of the project at the time of this
application:
The site is location of deterlorated timber bridge on a primary road. Landscape near the bridge consists of lawns,
commercial business, single family residence, and woodlands.
3b. List the total estimated acreage of all existing wetlands on the property:
N!A
3c. List the total estimated linear feei of all existing streams (intermittent and perennial) on the property:
200
3d. Explaln the purpose of the proposed project:
To replace the deteriorated timber bridge with a 35' L x 27' W cored slab bridge on existing location.
3e. Describe the overall project in detall, including the type of equipment to be used:
Erosion and sedimentation measures will be installed. The bridge will be constructed whila using an off-site detour to
handle traffic, Track hoes, cranes, dump trucks, bulldozers, paving equipment, water pumps, sandbags, diversion pipe
and various hand tools will be used.
4. Jurisdictfonal Determinations
4a. Have jurisdiclional wetland or stteam determinations by the
Corps or State been requested or obiained for this property / � yes � No ❑ Unknown
project (including all prior phases) in the past9
Comments: N/A
4b. If the Corps made the jurisdictional determinatlon, what type � preliminary ❑ Final
of determinaiion was made?
4c. If yes, who delineated ihe jurisdictional areas? Agency/Consultant Company: N/A
Name (if know�): NIA Other: N/A
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
N/A
5. ProJect History
5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown
this project (including all prior phases) In the past7
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project7 ❑ Yes � No
6b. If yes, explain.
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 that apply):
❑ Wetlands � Slreams - tributaries ❑ Buffers
❑ Open Wate�s ❑ Pond Construction
2. Wetiand Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number— Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem ora T
W1 ❑ P 0 T N/A N/A ❑ Yes ❑ Corps N/A
❑ No ❑ DWQ
w2 � P� T ❑ Yes ❑ Corps
❑ No ❑ OWQ
W3 ❑ P❑ T ❑ Yes ❑ Carps
❑ No ❑ DWQ
W4 ❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W5 ❑ P❑ T ❑ Yes ❑ Corps
❑ Na ❑ DWQ
W6 ❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts P1/A
2h. Comments: N/A
3. Stream Impacts
If there are perennial or intermittent stream impacts (induding temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3 b. 3c. 3d. 3 e. 3f. 3g.
Stream impact Type of Impact Stream name Perennia� Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ — non-404, width Qinear
Temporary (T) (INT)? other) (feet) feet)
S1 ❑ P� T Impervious Dikes Long Creek � PER � Corps 15 50
and Ftow Diversions ❑ INT � DWQ
S2 � P❑ T Rip Rap under Long Creek � PER � Corps �5 40
Bridge ❑ INT � DWQ
S3 � P 0 T Rip Rap Outlet Long Creek � PER � Co�ps 15 10
❑ INT � DWQ
S4 � P❑ T Rip Rap Outlet Long Creek � PER � Corps 15 5
❑ INT � DWQ
S5 ❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S6 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total Temporary Stream Impacts for Impervious Dikes and Flow Diversions 50'
Total Permanent Stream Impacts for Rip Rap Bank Stabilization 55'
3i. Comments:
Page 4 of 10
PCN Form — Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individuall list all o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number— (if appl(cable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Tem ora T
01 ❑ P❑ T N/A N/A N/A N/A
02 ❑P❑T
03 ❑P❑T
04 ❑P�T
4f. Total open water impacts N!A
4g. Comments: N/A
5. Pond or Lake Construction
If ond or lake construclion ro osed then cam lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upiand
Pond ID proposed use or purpose of (acres)
number pond Floode
d Filled Excavated Flooded Filled Excavated Flooded
P1 N!A N/A N/A N/A N/A N/A N/A N/A
P2
5f. Total N/A NIA N/A NIA N/A NIA NIA
5g. Comments: NiA
5h. Is a dam high hazard permit required7
❑ Yes � No If yes, permit ID no: NIA
5i. Expected pond surtace area (acres): NIA
5j. Size of pond watershed (acres): N/A
5k. Method of construction: N1A
6. Buffer Impacts (for DWQ)
If project wi�i impact a protected riparian buffer, then complete ihe chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Sec6on D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? N/A ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem ora T im act re uired?
B1 ❑ P❑ T N/A N/A ❑ NoS N/A N/A
B2 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts N/A NIA
81. Comments: N/A
Page 5 of 10
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 was designed to meet the hydraulic needs and roadway constraints of the site. This bridge will not impede or
impair aquatic life passage.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All instream work will be pertormed in dry work areas using impervious dikes and diversions (as needed) to divert water
around the project sites during temporary detour construction and bridge abutment removal. Appropriate BMPs
according to the approved erosion and sedimentation control plan will be installed on the project prior to ihe bridge work.
2. Compensatory Mitigatlon for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation fo� ❑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 this
project7 ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mltigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter) Type N/A Quantity N!A
3c. Comments:
4. Complete If Making a Payment to In-Ifeu Fee Program
4a. Approval letter from In-lieu fee program fs attached. ❑ Yes
4b. Siream mitigation requested: N/A linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑ cold
4d. Buffer mitigation requested (DWQ only): N!A square feet
4e. Riparian wetland mitigaiion requested: NIA acres
4f. Non-riparian wetland mitigation requested: N/A acres
4g. Coastal (tidal) wetland miiigation requested: N/A acres
4h. Gomments: N/A
5. Complete if Using a Permittee Responsible Mitigallon Plan
5a. If using a permiitee responsibie mitigation plan, provide a description of the proposed mitigation plan.
NIA
Page 6 of 10
PCN Form — Version 1.3 December 10, 2008 Version
6. Buffer Mitigatlon (State Regulated Riparlan 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 feat of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 N/A N/A 3(2 for Catawba) NIA
Zone 2 1.5
6f. Total buffer mttigation requlred: NIA
6g. If buffer mitigation fs requlred, 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).
N/A
6h. Comments: N/A
Page 7 of 10
E. Stormwater Management and Diffuse Flow Pian (required by DWQ)
1. Dlffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No
within one of the NC Riparian Buffer Protection Rules?
7b, If yes, then is a diffuse flow plan included9 If no, explain why.
Comments: N/A ❑ Yes ❑ No
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Management PIan7 � Yes ❑ No
2c. If ihis project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, ihen provide a brief, narrative description of the plan:
Project is covered by NCDOT Individual NPDES Permit No. NCS000250. Bridge deck drainage wlll be routed to stream
banks and rip rap diffuser.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certifted Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? N/A
❑ Phase II
3b. Which of the foliowing locally-implemented stormwater management programs ❑ NSW
❑ USMP
appiy (check all that apply): ❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof 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
❑ Other.
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No
6. DWQ 401 Unit Stormwater Review
5a. Does the Siormwater Management Plan meet the appropriate requirements? � Yes ❑ No
5b. Have all of the 401 Unit submlttal 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 Requlrement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � yes ❑ No
use of public (federallstate) land?
1b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes � No
(North Carolina) Environmental Pollcy Act (NEPA/SEPA)7
1c. If you answered "yes" to ihe above, has the document review been finalized by the
State Clearing House7 (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments:
2. Vtolations (DWQ Requlrement)
2a. Is the site in viotation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 26 .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" ta one or both of the above questions, provide an explanation of the violation(s): N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this p�oject (based on past and reasonably anlicipated futu�e impacts) result in � Yes � No
addliional development, which could impact nearby downstream water qualily9
3b. if you answered "yes" to the above, submit a qualitative or quantitative cumulaiive impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The bridge is being replaced to standard load limits and width to improve safety for the traveling public. The bridge
upgrade is not anticipated to have any significant impact on future devetopment.
4. Sewage Dfsposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes During Low Impact . ❑ No
impacts? Development Scoping
❑ Raleigh
5c. If yes, indicate the USFWS Fleld Office you have contacted.
� Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat7
North Carolina Natural Heritage Database and site specific surveys conducted during the bridge scoping process.
Page 9 of 10
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 wheiher your site would Impact Essential Fish Habitat?
N/A—There are no marine or estuarine communities within the Blue Ridge Physiographic Province.
7. Hlstoric or Prehistorfc Cultural Resources (Corps Requirement)
7a. Will fhis project occur in or near an area that the siate, federal or tribal
governments have designated as having historic or cultural preservation � Yes � No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site woutd impact historic or archeological resources7
The project was reviewed by NCDOT's Human Environment Unit in 2012-2013 for potential effects on historic
architecture and archaeology. No survey was required for archaeology. Due to a nearby eligible properly, a no effect
was determined by including a 3 bar metai rail on ihe bridge design (see attached forms).
B. Flood Zone Designatlon (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? �Yes ❑ No
Sb. If yes, explain how project meets FEMA requiremenis: The design was cleared by FEMA.
8c. What source(s) did you use to make lhe floodplain determination? NC Floodplain Mapping Program and NCDOT
Hydraulics Unit.
Dave McHeniy /%��
Division 14 Environxnental Officer .3' Z�'��
vo"� ,
ApplicanVAgenYs Signatur Date
ApplicanUAgenPs Printed Name (AgenPs signaWre is valid only if an authorizati letlerirom the
applican[ is provided.)
Page 10 of 10
ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):3izorzan
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
NC Depadmenl of Transpodation, Dave McHenry, Division 14 Environmental Officer
253 Webster Road, Sylva, NC 28779
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Replace bridge 11 on NC 743 B(Snowbird Road) in Graham County
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: c�anam Clty: Robbinsville
Center coordinates of site (IaUlong in degree decimal format):
Lat. 35.310430 °nJ; LOng. -83.814141 °�/,
UniversalTransverseMercator: zaaiaaz,asi»oazo�en
Name of nearest waterbody: �0�9 c�eek
Identify (estimate) amount of waters in the review area:
Non-wetland waters:
200 linear feet: 1e width (ft) and/or acres.
Cowardin Class: R3uB�
Stream Flow:
Wetlands: ��a acres.
Cowardin Class: Na
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: Na
Non-Tidal: Na
1
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
� Office (Desk) Determination. Date: 3-2o-2on
� Field Determination. Date(s):
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
� Maps, plans, plots or plat submitted by or on behalf of the
applicanUconsultant: Ncoor
❑ Data sheets prepared/submitted by or on behalf of the
app, 'cl�nUconsultant.
U 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'
❑ 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: � 24kRobb��s��u8
❑ 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):s��e
� Previous determination(s). File no. and date of response letter:
� Other information (please
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.
c
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:
later iurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
n
� �%G� � ? —2� _/�
ignature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)
Estimated
amount of
aquatic Class of
resourcetn aquatic
Site Number Latitude Longitude Cawardin Class review area resource
1 35310430 -83.814141 R3U81 200 linear feet Non Section 10
— non-wetland
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Naine: ROBBWSVILLE �-��'�%�f "" �-�" ��"��o-�`�
Da�e: 2/ 13/20 I 4
Scale: 1 inch equals 1000 feet
cavy��i,t �c� i
Location: 035.3160103° N OII3.�109772° W NAD 27
Caplion: TIP Project No. BD �11hW
Briclye No. 11 on NC 143B over Long Creek
Graham County
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�_��aiZ��.� `. North Caro�ina Department of Transportation �� �'
i : _$iOCitl\1'i]IeY�. Highway Stortnwater Program
`:� :
STORMWA7ER MANAGEMEN7 PLAN ���
rycrsion t�: Rcleasetl Juty 2012� FOR LINEAR ROADWAY PROJECTS
� Peo ceV41P No.: E05� 14W (WBS:45360.t23) Coun. ics : Graham Pa e of
Generai Project Information
Pro"ect �o.: BD-5114W (W6S 45360.123) Pro ect T e: 6ridqe Re lacement Date: 5/21/2C13
iNCDOT Contact: Marc T. Shown. PE Con4ractorl Desi ner. Kevin Alford, PE (Wetherill Enqineerinq. Inc.)
Address: 1590 Mail Service Center Atltlress: 559 Jones Franklin Roatl
Raleigh. NC 27699-1590 Suite t6a
Raleiqh. NC 27606
Phone: 919-707-6751 Pho�c: 919-ZSb8077
Email: mshown ncdot.qov Email: kalford wetherillen .com
Ci /Town: Rob6insville Coun tes : Graham
River 6asin(s): Little Tennessee CAMA Coun ? No
Prima Receivin Water. Lonq Creek NCDWQ Stream Intlez No.: 2-19�1i-(5
NCDWQ Surface Water Classification for Primary Receiving Water Prima : Class C
Sup lementah Trout Waters (Tr
O:hcr S4mam Classification: None
303(dl Imozirmenis: None
B¢Her RuVes in Effect Other
Pro ect Descri tion
Pro ect Len th (lin. Miles orfeet : 0.07 Miles Surrountlin Land Use: Rural Mountains
Pro osed Pro'ect Exis4in Site
Peo"eet 3uif2-Upon Arca (ae.) 026 ae. 0.18 ac-
Typical Cross Section Description: Two 11 foot Travel Lanes with 6 foot shoulders on each side Two 10.5 foot Travel Lanes with 3 foot shoultlers on each side
AverageDailyTraffic(veh/hr/tlay): Desi n/Fu[ure: N/A -Subre ionalTier Existinq: 2900
Gencral Project Narrative: The purpose of the project is to replace Bridge No. 11 on NC 1436 over Long Creek ln Graham Counry. The existing bridge is 25S feet long. The replacement struc[ure will
be 35 feet long providing a minimum 28 foot clear deck width. The roatlway grade of the new structure will be approximately the same as the existing strucNre. Tnere will be
no tlirect tlischarge into the stream (tleck tlra�ns on brid5e). Ali exlsting stortnwater drainage pattems were maintained on the projec[ to the fullest extent possible. Rip 2p at
embankment was added to all outfalls entering the creek in ortler to protect the slopes.
References
�cunned � Sen� 06164/aOiR
BEVERLY EAVGS PLRDUB
GOVEANOR
STATE OP NORTH CAROLINA
DEPARTIVIENT OF TRANSPORTATION
June 6, 2012
Mr. David McHenry
North Carloina Wildlife Resourses Cwnmission: Peimit Of#ice
29830 Great Sinokey Mountain Expressway
Wayuesville, North Carolina 28786
RE: Reyuest for comments on NCDOT County Bridge Replacement Projects:
Dear Mr. McHenry:
Eu�clJe A. CONry Je,
SECRfiTARY
The North Carolina Deparlmeut of Transpoi�tation (NCDOT) is prepflring the planning to replace the
Uelow referenced bridges. Ti�e puipose oEthis leiter is to solicit your input into the existing
condirions and wildlife present at the following locations to hel� us detei7niue the potential 'unpact of
the proposed project on local waterways, sh•eams, and wildlife. Please provide comments for ihe
fol(owing locatious:
TTaywood County
• Bridge #175 over Big Creek on SRI332
• Bridge #174 over Big Creek on SR1332
• Bridge #144 over Dutch Cove Creek on SR1836
Jackson Cou�rty
• Bridge #129 over Swtts Creelc on SR1445
• Bridge #102 over Moses Creek ou SR 1740
Graham County
• Bridge #�O 1 l over Longs Creek on NC 143B
• Bridge #012 over Atoah Creek on NC143BU5
Cherokee County
• Bridge #163 over Bates Creek on SR1348
Clay Couuty
• Bridge #086 over Hyatt Mill Creek on SR1140
• Bridge �t087 over Hyatt Mill Creek on SR1140
• Bridge #10] over Shootiug Creek on SR1353
� - FourleeirthDiv(slonOridgeManagemenl.O�ce- �
----: �:.� ..... ..:....:.�� .,....'.- '-"'--"-' � ------- -"'...._..-'-"'-" '� �� . -"`--•--•''--`-
Phaie. �(828)d88-0902 � �� � 345 Toat Haltoiv Road Biysoi� City, Nor(h Cnrolfna 287l3 �� Fax. (828J488-3518
Macon Couuty
• Bridge #343 over Thompson's Creelc on SR1448
• Bridge #064 over Watauga Creek on SR1328
Transylvania County
• Bridge #064 over Nortli Prong Flat Creek on SR1313
• Bridge #205 over NE. Branch Toxaway River on SRl 143
• Bridge # 138 over E, Brnucl� Toxaway River on SR1143
• Bridge #117 over E. Fork Freuch Bcoad River on SR1105
• Bridge #086 over E. Fork French Broad River mi SRl 107
• Bridge #045 over French BroAd River ou SR1127
• Bridge #ll 7 over E, rork Frencli Broad River on SR1105
Henderson County
• Bridge #13S over Shaw Creek on SR1215
• Bridge #147 over Mills River on SR1353
• Bridge #077 over Mud Creek on SR1136
. Bridge #073 over Left Prong Mud Creek on SR1125
Polk Couuty
• Bcidge #189 over Branch of Green River on SRI I51
• Bridge #049 over VJhiteoak Creek on SRI531
• Bridge #021 over Pacolet River on SR7 501
To allow us to fully evaluate the impacts that the projects nzay have, please respoud in writing to my
atteutiou Uy July 9, 2012 conce�7�ing auy iuforivation tliat may be beneficial iu deteim�ining the
iinpact that the aforementioned projecis inay liave on loca] waterways, streams, and wildlife.
If you have any questions or conmients concerning tlie projects, plense contAct me at (828) 488-0902.
Thaiilc you for yom• assistance.
Sincerely,
�/� /��� /�#:
Josh B. Deyton, P.E.
Division Bridge Management Engineer
JBD/MEH
Zec;eu� G/n/la
/3 /J�S //G/ i9T
� North Carolina Wildlife Resources Commission �
Gordon Myers, �xecutive Director
MEMORANDUM
TO: Josh B. Aeyton, P.E.
Divisio�� Bridge Maintenance Et�gineer
NCDOT, Division 14
/
FROM: Dave McHemy, Habitat Conservation Biologist '� '
llA1'E: June I 1, 2012
SLJSJECC: Requested comments on NCDOT Couuty Bridge Repincemeirt Projects
[ received your 7une 4, 2012 request for comments froru the WRC on the Division 14 Uridge replacements
that were reviewed in the field from May 21-24; I attended most of the site visits. Please find attached a
table that includes the WItC's comments on the fish and wildlife found or expected to be found near lhe
bridges as well as some general comments. Please fee( fi•ee to contact me if you havc any questions about
this infonnation. Thank for allowing the �VRC to participate in this process.
Thai�ks
ec:
M. Chambers—NC Wildlife Resources Commission
Mailing Address: Division of I�ilaud Fisheries • 1721 Mail Service Center � Raleigh, NC 27699-1721
Telephoue: (919) 707-0220 • Fax: (919) 707-002R
Divisiou 14 i3ridge Scopiugs Pagc 2 Juuo 1 I, 2012
�routspavming
concern
ralnbow
ralnbov+
n/a
ralnbo�'+and bro�m
ralnbow and brool:
raln6ow
ralnbow
n/a
n/a
n/a
n/a
brmvn
n/a
n/a
bram
bro�vn
ralnbow and brmvn
ralnbov�and hrmvn
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
vn;�:. r::�«1
sampled
silevisitl rarespedes I proposeJ I
bddge
bddee, one pler In
6rldee
brlA6e
bddge
bddge
6ddgc
yes hox
yes box
yes 6ox
hellbender 6ridge
yes 6ridgc
brldge
yes brldge
pps 6ddge
bridge, one pler In
hell6ender brldge
helihender bddge
bddge
bddgc
elk,silppermussels brldge
7,did not auend
7, did not attend
7, dld not a ttenA
7, dl d not attend
7, dl d not attend
�
° (Ix perched box downstream
' flx perched box down5tream
"check on 6oal access development
'check on boat access developmen[
���t�a�G��Uin�;�r�il: C_�-,e �L,��vulkl9��U�oUu���� ��uo�a��Y��
� , F�W��9a��� C�U���,g��,� V���i�;� ������tr
ri� No �n.,� inw
Descrlpllm�
I3asln
� Cl�issificnlion
Slream SIN
Typc
Sizc
�YPe
Lxistln(� Slrucluro
Sizc
s��n. mu m
ProposeA Sfnic�uro �YPe
Sizo
siw, m usACG (Lr)
USACCImp.c�s (�C)
Wellands Non dOM1 linpacla (AC)
CAtM Ininacls (Sfl
�W(1 Buffcrs Impac�s (Sf)
�r APPllcalon RaqulreJ (YIN)
� Storm�iafer Perntll Renulred (YINI
I IaUital
TRF. Spedes Presenf ,
�lo Concluslon
1,1omforlum Type
Oates
Nalivclllalchory
Trouf Wators Trout Specles Prosonl
Troul CanAilfous (Y/N)
Locaflon
L/�T
BriJqe 1111 a�er Lonp Cr¢ek or
IdC 1A3 �
Liltle 7ennessee
q Tr
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Perennial
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Supeistruclure:5leel Plank
Fbor on I��eains
SuLslruclurc: GBTS: Tinilier
Posl S Sil'�JfAasonry F(G.
24.1' X 26'
N'A
WA
wn
N'A
�'one
10 Elfecl
Tmul
�rv��nx
7!'ib;'_
Pnhil n;i
Ycs
50.�J"
GI�Profecl Comnrn(s
Completocl by: /� I✓ • (,J�LC�--
I.e2d f_n�lneel•
i / � -f���� ' i; �n r.�
� f�ivision �nvh�onmenl�l O(Iicer
Uate;
Date: � �. -r� /�' �_.l
Pmjn! TtrtrA�i�,q Na. (Ldrrnn( Uref
12-08-0034
HISTORIC ARCHIT�CTUR� AND LANDSCAP�S
ASSESSMENT Or �FI��CTS FORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PRn.TF,CT iNFORMATiON
Projecl No: BD-5114W Cornt[y: Graham
WBSNo.: 45360.1.23 Docunrenl MCC/Attachment G
Ty e:
Ted. AidNo: N/A Funding: � State ❑ Federal
Federnl � Yes ❑ No Perf�rit Attaclunent G
Per�nit s : T e(s :
Proiec[ Descriutiox:
Replace Bridge No. 11 on NC 143B over Long Creek.
AND LANDSCAPES REVIEW
Review of HPO Quad maps, HPO GIS information, historic designations roster, and indexes was
undertaken on August 13, 2012. Based on this review, there were hvo swvey sites within the APE. The
Wilson House (GH 126), a National Register eligible prope�Ty, will not be affected by this project as the
proposed work wiil begin 250' fi�om tlie end of the bridge; the liouse and property therefore falls outside
of the APE. Tlie Bemis Hardwood Lumber Company Plant Office (GH0031) lies dii�ectly northwest of the
ASSESSMENT OF �F'TEGTS
PYoperfy Nrrnte: Bemis Haidwood Lwnber Sln(tts: NR eligible
Com an Plant
Survey Sile No.: GH 31 PIN.•
Effects
❑ No Effect � No Adverse Effect ❑ Adverse Effect
Expin»ntiox ofEffects DeterminnJion:
There will be no adverse effect on the Bemis Company Office under the condition that the
design incorporates a two bar metal rail. Plans for the proposed replacement structure for Bridge
No. 11 are attaclied. A tliree bar metal rail �vill be used for the south side of the bridge to
accommodate a sidewalk.
Lisl ofEnviromnentnl Contn�i/��lents:
Existing drainage/runoff aud proposed drainageh•unoff will not affect tlie Bemis property, as per
the project manager.
/liHnric A�rGileqnre mx/Ismdrm�xv /ih%•%iC]SA.CSIiSGf/:A4'/onn/ar,l fmor 7i�nrporm!!m� /§n%ttn mQvMilieAiu Ihe lIXl] Prognrnrrnmk A¢rtvmenl
Page 1 of2
SUPPORT DOCUM�NTATION
�Map(s) OPrevious 5urvey Info. �Pliotos ❑Correspondence ❑Design Pl�ns
TINDING BY NCDOT AND STATE HISTORIC PRESERVATION OFCIC�
Historic Architecture and Landscapes —ASSESSMENT OF EPFECTS
PVCDOT Architectural Historian
State Historic Preservation Office
��
Date
Date
f/ismria drchittenm medCmu(�crqncliP%�%if'%SASSliS.till/vVl'/urru/>rdLnm?rnn y�nrfnlimr 1'roje<�i� n.�Qxol frd in the 10719 /'niy,rnnlnmile Agiernienl.
Page 2 of 2
Bridge -11 over Long Creak on NC 343B {Snowbirc➢ Road?
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PROJECT N0. 3�-5!1449
fF44cM COIINiY
STGTION: �=•'=-Sg _ _
I oer..e-v�a ��r r snsPo� ai:en
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NO SURV�Y R�QUII2GD TORM
PROJ�CT IlYI� ORMATION
Projec! No: BD-5114 W
W6S No.•
F.A. No:
45360.1.23
n/a
Federa! (USACE) Perniil Reguired?
Prajecf Trncking Na. (hHcrnnl !/seJ
12-08-0034�
Co:nrry: GraBam
Docwne�rl: Minimum Criteria Sheet
Fmrding: � Sta[e ❑ Federal
� Yes ❑ No Permrr Type: Attachment G
Projec[ Descriplio»: Repluce Brirlge #11 over Larg Creek o�i NC743B/SRIll7?(Snowbird R�!) in Crahmn
County, Norlh Cnrolirin. The preseu! slruNrtre wi!! be rep/nced wilh a coretlslab bridge a� IGe ccisfing /ocnliae.
The proposed conslrncfiat ejjorl wfU «fi/ize mr oJf-si�e detour durLeg coastructiat ncfivi(ies lhereby ininimizing
t/ee eJfecls !o Ote surra�nerliug lmrd surjnces. The consht�cliou jootprin! is ru�likely !o exfeud beyar�l �lie etisting
dilch-(ines. TGe orchneolagica(Aren ofPotenlial Ejjecls (APE) jvr Jhe project mensu�es 400fl. !n leng!!i (200jl.
jrom encl+ bridge e�id painl) by lOOjG i�r widUe (SOJ(. lntera!ly jroui enc% side ojtl�e NC1436/SR/127 cenler-line).
SUMMARY OF CULTiIRAL RESOURCES REVIEW
Brief descrip/ion of review aclivilies, resu(Is of revie�v, nnd co�iclusiolis:
A map review and site file search wnducted at Ihe Office oFState Archaeology on Tuesday, August 7, 2012
determined that no previously recorded archaeological sites are located within the bounds of, or directly
proximal to [he APE. Examination of National Register of Historic Places (NRHP), State Study Listed (SL), Locally
Designated (LD), De[ermined Gligible (DE), and Surveyed Site (SS) properties employing resources available on
the NCSHPO website concluded that none of the above designated propertles were located within or directly
adjacent [o the APE.
Topographic, historic, and USDA soil survey maps (UoA), aerial photographs, and historical/archaeological
reference materials were inspected to assess environmental, cultural, and other criteria that may have resulted in
past occupation within the project limits. This work also assisted in determining [he level of modern, agricultural,
hydrological, and other erosive-type disturbances which may have previously destroyed or dismantled unknown
archaeological deposits or features within and surrounding the APE.
Brief Expinnaliat of w/ty the avnilable i»formnlio�t provides n �elinble bnsis for rensoanbly prediGing lhnl
lhere nre xo unlderitified hisioric prope�lies in !he APE:
The entire project area is distinguished by Udorthents-Urban land complex 0% to S% slopes, a rarely tlooded but
highly disturbed soil type consisting oFareas of cut/fill and impervious/altered urban ground surfaces. Aerial and
project photographs support the soil data. The APE consists primarily of the impacted NC7436/SR1127 right-of-
way, which is bordered by altered ground surfaces associated with residences, a commercial business location,
and the NC143B/SR1127-SR1110 T-intersectlon. Since the replacement effort is anticipated to be dimim�tive in
scope and because the project will not impact the areas beyond the existing right-of-way, significant culhiral
deposits eligible for listing on the NRHP are highly unlikely to be affected. No further work is recommended for
this rt�ral, state-Funded bridge replacement as proposed.
SUPPORT DOCUMENTATION
See attached: � Map(s) � Previous Survey Lifo � Photos ❑Correspondence
❑ Photocopy of County Survey Notes
FINDING BY NCDO'P CULTURAL KESOURCES P120FESSIONAL
Resources Specialist
"No Sun�a}� He9uired"jonn/aidfina�T anspoaoiion Pro%eus as QuolifieAln Ihe 3007Yrogmmmmic Agirrmenl.
NCOD7'Ardmeology A. Ni�iona A�chneaure Groups
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