20131181 Ver 1_Application_20131112

Corps Submittal Cover Sheet
Please provide tlie follo�a�iug iufo:
1. Project Narue NCDOT No 17BP l4 R.30 (Brid�e 247 on SR 1426)
2. Nanie of Property Owner/Applicanh NC Department of Tiansportatiou
3. Name of Consultant/Agent: N/A
"Agent authorizntion needs lo be at�ached.
4. Related/Previous Action ID number(s): N/
5. Site Address: N/A
6. Subdivision Name: N/A
7. City: Mur�S�
8. Cowity: Cherokee Countv
9. Lat: 35.14116° N Loiig: 83.98025° W (Approx Project Centcr)
10. Quadrangle Name: Marble (35083-B8-TF-024)
11. Water�vay: Hayes n4ill Creek (C Tr)
12. Watershed: Hi�vassee (HUC 06020002100020)
13. Requested Action:
X N�tionwide Permit # 3
General Perniit #
Jurisdictional Detennivation Request
Pre-Application Re�uest
The followiug informatiou will be coulpleted by Corps ofhce:
AID:
Prepare Pile Folder Assigu nuuiber in ORM Begiu Date
Autliorization: Section 10 Section 404
Projeet Descriptioi�/ Nature of Activiry/ Project Purpose:
Site/Waters Name:
Keywords:

PAT MCCRORY
GO\'EItNOR
� ,�
��;����
`�a-..,�
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
November 8, 2013
Ms. Lori Beckwith, NCDOT Regulato�}� Project Mauager
U. S. Army Corps of Engiueers
I51 Patton Aveuue, Room 208
Asheville, NC 28801-2714
AN'I�I IONY J. TA'I�A
SECkrrnar
Subject: Nationwide 3 Permit Applieation
Replace Bridge No. 247 on SR 1426 (Tomotla Road) over Hayes Mill Creek
Cherokee County
�VBS �lement No. 17BP14.R.30
Dear Ms. Beckwith:
The North Carolina Department of Trausportation (NCDOT) is proposiug to replace the subject
bridge. The esisting bridge is a 23' W x 18' L reiuforeed concrete deck slab on masonary
concrete abutmeuts. The ne�v bridge �vill be a 30' R� s 55' L single spai� cored slab bridge on a
90 degree skew. An off-site deto��r will be iitilized duriug ca�struction. The project will also
include some minor approach work on the e�isting roadway.
I am enclosing a PCN application, Rapanos Jurisdictional form, SIIPO forms, plau sheets
showing the proposed work, a marked counry map, a USGS quad map and photographs.
The U.S. Pish aud Wildlife Service (USFWS) County Lisl and the North Caroliva Natural
Heritage Database were checked for federally listed species. The USFWS lists 25 species �vitli
federal protectiou status. One species, the bald eagle (Hnlineet«s leucocephnh�s), retains special
protection uuder the Bald aud Golden Eagle Protection Act. The bog turtle (Clyptem��s
nruhlenbergii) is listed as tlu�eatened dae to similarity of appearance to the northern bog turtle.
The white fringeless orehid (Plot�o7therc� inlegrrlabic�) ai�d tl�e sickletin redliorse (il�loxoslomn
s�z 1) are desiguated as caudidate species. Five species, die Indiana bat (d�t��otis sodrdis), tlie
Cuniberlatid bean (Villosn h�nbnlis), lhe tau rifllesliell (Epiobins�nnJlore�rlis�n 1i�alker), the
little���ing pearlytnussel (Pegins fnbtdn) and tlie small �vhorled pogonia (Lroh•ia medeolorrles), are
listed as either tlu•eatened or eudangered. The tau rifflesl�ell is kno«�n from a historical and
obscure record and tlie little-wing pearlymussel and white fingeless orcl�id are known fi•om
historical records.
'I'here are uo species listed in tl�e database within the IIayes Mill Creek watershed. The only
records for T listed species found witlu�� a five mile radius of the project are for the sicklefin
Fourtecn�h Division ONco
Tcicphone: (323) 58C-2141 253 \Yebster Road, Sylva, Norlh Caroliva 2R779 �ax: (R28) 586-40d5

Bridge No. 247 — Cherokee County Page 2 November 8, 2013
redhorse. The nearest dowustream record for tlie sicklefin redhorse is approximately 1.6 miles
fiom Qie project. The project is approsimately 135 feet upstream lioiu tlie confluence of Valle}�
River.
Hayes Mill Creek is a relatively small sh�eam (8-11 feet in widtli) Tnd has a substrate composed
primarily of cobble, gravel and saud/silt. The stream appears to lack habitat suitable for tlie
Cumberland Bean. Thc only record for the Cumberland Bean in North Carolina is ii� the
IIiwassee River downstream of Apalachia Lake, �vhich is greater thau 35 miles fi�om tlie project
site.
The terrestrial habitat ii1 the vicinit}� of the project has been disturbed by the road aud adjacent
railroad on the upstrelm side of the project. '1'he road has relativel}� �vide maiutained shoulders
through tlie project area. Althougli there inay be potenti�l habitat in uearby forested areas for the
small wliorled pogonia, these areas �vill not be affected by the uew bridge that will be built back
on tlie esistiug loc�tion. Trees within the project area do not appear clia�acteristic of bald eagle
nestiug sites. IIabitat lor tlu•eatened and endangered terrestrial species is lacking at the bridge
site except a few trees near tlie bridge and adjacent Valley River may l�ave potential to provide
roosting habitat for the Indiana baL Bridges sometimes provide nesting l�abitat for bats including
listed species. The old bridge is constructed of concrete; however, no staining or guano was
obseived ou the bridge during tlie field scoping uieeting.
Aqiiatic and terrestrial habitat at the project site appears to be lacking or limited for listed
species. BMPs will minimize efYects to downstream aquatic l�abitat and the sicklefin redhorse.
Trees, �vhich inust be removed, will be removed iu winter prior ro April 15 to avoid affecting Ihe
Iudiana bat. The indirect effect on potential futuce maternal roost sites fi�om the removal of a few
trees within a forested laudscape would be considered insigttific�nt. No du•eatened or
endangered species were obse�ved during the field scopiug process or are knowu to occur within
the Hayes Mill Creek watershed. For these reasons aud those discussed above, we reeominend a
determivation of "uo effect" for tln•eatened and endangered species.
"I'his project was ceviewed by NCDOT's Human Euvironment Unit in 2012. Surveys were
performed Yor arcl�aeology and historic arcltitecture. It ���as determiued dtat neither
archaeologicTl uor historic architectural resources �vould be affecte<l by the project (see attached
SHPO forms).
NCDOT best mauagement practices will be used to miuimize and coutrol erosion and
sediment�tion on this project Tlie construction foreman will review al1 erosiou contro] measures
daily to ensure erosion and sedimentatioii are being controlled effectively. If the devices are iiot
hinctioning as intended, they �vill be replaced immediately with better devices.
Impacts to Waters of the Dnited States
Hayes Mill Creek (DWR Class: C Tr) is shown on tlie USGS topographic map as a perennial
sh�eam. The cl�aimel is well defined ���ith a substrate composed primarily of cobble, gravel, and
saud/silt and is approximately 10 feet wide. Hayes Mill Creek flows approsimately 135 feet to

Bridge No. 247 — Cherokee County Page 3
November 8, 2013
the V�Iley River. The Valley Rive meets the detinition of a Traditional Naviglble W�ter. For
tliese reasons, we believe Hayes Mill Creek is a Relatively Perinanent Water and is under the
jurisdiction oP ihe U.S. Army Coi•ps of Gngineers.
In order to construct Uie project, it �vill Ue �iecessary to imp�ct wateis of tlie United States iu tlie
Hiwassee River BTSiu (HUC 06020002). Specitically, NCDOT is reqi�esting to replace Bridge
No. 247 with a concrete cored slab bridge. Listed below is a summary of tlie proposed impacts.
Site No. �xisting Condition Proposed Conditiou Net
Ln ncts
23' W x 18' L 30' W x 55' L Siugle Span ,
Site 1 Masonary and Concrete Bridge Cored Slab Bridge �
Temporary imperviaus dike and
Site 1 A Free Flowing Stream flo�a� diversion and temporar}' 75'
construclion impacts
Masonary and Caicrete Remove one lialf of concrete
Site 1B ��iltineuts aud Road Fill ��utment and road fill and riprap 0'
above high water mark
Total Permanent Sh�eam Impact - Bridge
Total Permaneut Sh•cam Lnpact for Abutntent and Road Fill Removal
Total Teuiporayy Stream Impact for Impeil�ious Dilce aud Flow Diversion
Permits Requested
0'
0'
75'
NCDOT is hereby reqnesting authorization uuder Section 404 of tl�e Clean Water Act to proceed
�vith the construction project outlined above. By copy of this lettei•, I am askiiig Ms. Marla
Cl�ambers, Western NCDOT Revie�v Coordinator, of the Nortl� Carolina Wildlife Resources
Conunission (NCWRC) to cainment directly to you concerning the 404 Nationwide Permit
reqiiest. In addition, I am asking Ms. Chauibers and Mr. Ben DeWit, Roadside �nvironme�ital
Field Operations Eugiueer (NCDOT), to comment directly to me concerning tl�is permit request.
If }�ou have any questions or need additional infonnatiou, please contact me at [phone] oi•
Mr. Josh Deyton, PE, at (828) 488-2 ] 3 L Your early review and cousideratiou �a�ill be greatly
appreciated.
Sincerely, �'�
���v°/`� �1 / / lra/'iJ�
Mark S. Davis
Division 14 Euviromnent�l Program Supervisor
Enclosures

Bridge No. 247 — Cherokee Cotiuty Page 4 November 8, 2013
cc: Ms. Amy Cliapman, Division of Water Resources, DENR, Raleigh (I Coui•tesy Copy)
Mr. Jason Mays, Biologist, US Fish aud Wildlife Se�vice, Astieville
Ms. Marla Chambers, Western NCDOT Review Coordinator, NCWRC, Oakboro
Mr. Josh Deylon, YE, Division 14 Bridge Management �ngineer, NCDOT, Btyson City
Mr. Ben DeWit, EI, Roadside Enviroimieittal Field Operations E�igineer, NCDOT

\O��F W ATE9OG
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Offce Use Only:
Corps acfion ID no.
DWQ project no.
Fonn Version 1.3 Dec 10 2008
Pre-Construction Noti�cation (PCN) Form
A. A �plicant L�foi•�uation
1. Processing
1 a. Type(s) of approval sought from lhe
Corps: � Section A04 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1c. Has fhe NWP or GP number been verified by the Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWQ (check all lhat apply):
❑ 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Qualily Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only 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 mitigation bank or in-lieu fee program proposed for mitigation � Yes � No
of impacts? If so, attach lhe acceptance letter from mitigalion bank or in-lieu
fee program.
1 g. Is lhe project located in any of NC's twenty coaslal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is lhe project located within a NC DCM Area of Environmental Concem (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replace Bridge No. 247 on SR 1426 (Tomolla Road) over Hayes Mills Creek
2b. County: Cherokee
2c. Nearest municipalily / town: Murphy
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state 17BP.14.R.30
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if Mark S. Davis, Division Environmental Supervisor
applicable):
3d. Street address: 253 Webster Road
3e. City, state, zip: Sylva, NC 28779
3f. Telephone no.: 828-586-2141
3g. Fax no.: 828-586-4030
3h. Email address: [e-mail]
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: N/A
4c. Business name N/A
(if applicable):
4d. Slreetaddress: N/A
4e. Cily, state, zip: N/A
4f. Telephone no.: N/A
4g. Fax no.: N/A
4h. Email address: N/A
5. AgenUConsultant Information (if applicable)
5a. Name: N/A
5b. Business name N/A
(if applicable):
5c. Street address: N/A
5d. City, slale, zip: N/A
5e. Telephone no.: N/A
5f. Fax no.: N/A
5g. Email address: N/A
Page 2 of 11
PCN Forrn — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1 b. Sile coordinates (in decimal degrees): Latitude: 35.14116 Longitude: - 83.98025
(DD.DDDDDD) (-DD.DDDDDD)
1c. Propertysize: acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Hayes Mill Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: DWR Class: C, Tr
2c. River basin: Hiwassee (HUC 06020002)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at lhe time of this
application:
The overall landscape is primarily closed canopy deciduous forest. The area in the vicinity of the bridge is both forested
and open agricultural lands. The land use includes both residential and commercial. The road in the vicinity of the bridge
is paralleled by a railroad track.
3b. List the total estimated acreage of all existing wetlands on the property:
None
3c. List the total estimated linear feet of all existing streams (intermiltent and perennial) on lhe property:
N/A
3d. Explain the purpose of lhe proposed project:
To replace a structurally deficient and functionally obsolete 23' W x 18' L single span masonary and concrete bridge with
a 30' W x 55' L concrete cored slab bridge.
3e. Describe the overall project in detail, including lhe type of equipment to be used:
Erosion and sedimenlalion control measures will be installed. Water will be diverted away from work areas as needed.
The old bridge will be removed and the cored slab bridge constructed at the existing location. The bridge and
approaches will be repaved. Track hoes, dump trucks, bulldozers, cranes, paving equipment, water pumps, sandbags,
diversion pipe and various hand tools will be used to accomplish the work.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or Slale been requested or obtained for this property /
project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determinalion was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: N/A
Naine (if known): N/A Other: N/A
4d. If yes, list the dates of the Corps jurisdictional determinalions or State determinations and attach documenlalion.
N/A
5. Project History
5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown
lhis project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help fle" instructions.
N/A
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
N/A
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Suminary
1 a. Which seclions were completed below for your project (check all that apply):
❑ Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland 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 orar T
W1 ❑ P❑ T N/A N/A � Nos ❑ DWQ N/A
WZ � P� T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W5 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Tofal �vetlnn� impacfs N/A
2h. Comments: N/A
3. Stream Impacts
If lhere are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, lhen complete this
question for all stream sites impacted.
3 a. 3 b. 3c. 3d. 3 e. 3f. 3 g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermiltent DWQ — non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 � P❑ T Cored Slab Bridge Hayes Mill Creek � PER � Corps 10 0
❑ INT ❑ DWQ
S1A ❑ P� T Impervious Dike & Hayes Mill Creek � PER � Corps 10 75
Flow Diversion ❑ INT ❑ DWQ
S1 B� P❑ T Abutment Hayes Mill Creek � PER � Corps 10 0
Removal ❑ INT ❑ DWQ
S2 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S3 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S4 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total Permnuenl Strenm and Tribut�ry Impacts - Bridge 0'
Total Permanent Sh•enm hnpact fm� Abutmeut RemovTl 0'
Total Tempm•nrY Strenm Impact fm• Imper��ious Dilce �ud P'low Diversiou 75'
3i. Comments:
Page 5 of 11
PCN Fonn — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, esWaries, tributaries, sounds, the Allanlic Ocean, or any other open water of
the U.S. lhen individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number— (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Tem orar T
01 ❑ P❑ T N/A N/A N/A N/A
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4C Total open water impncts N/A
4g. Camments: N/A
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete lhe chart below.
5a. 5b. 5c. Sd. 5e.
Wetland Impacts (acres) Sfream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1 N/A N/A N/A N/A N/A N/A N/A N/A
P2
Sf. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no: N/A
5i. Expected pond surface area (acres): N/A
5j. Size of pond watershed (acres): N/A
5k. Method of construction: N/A
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, lhen individually list all buffer impacts
below. If any impacts require miligation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ 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 mitigalion (square feet) (square feet)
Tem orar T im act re uired?
81 ❑ P❑ T N/A N/A ❑ Nos N/A N/A
B2 ❑P❑T ❑Yes
❑ No
B3 ❑P�T ❑Yes
❑ No
6h. Total bu[Sw• impacts N/A N/A
6i. Comments: N/A
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize lhe proposed impacts in designing project.
The bridge is being replaced with another spanning structure that is longer, which increases the hydraulic capacity through the
bridge opening.
1 b. Specifically describe measures laken to avoid or minimize the proposecl impacts lhrough construction techniques.
Erosion and sedimenlalion control measures will be installed prior to work beginning. The stream will be diverted away from
work areas as needed during construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does lhe 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 this
project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Miligation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter) Type N/A Quantity N/A
3c. Commenls: N/A
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval lelter from in-lieu fee program is altached. ❑ Yes
4b. Stream mitigation requested: N/A linear feet
4c. If using slream mitigation, stream temperaWre: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): N/A square feet
4e. Riparian wetland mitigation requested: N/A acres
4f. Non-riparian wetland mitigation requested: N/A acres
4g. Coastal (lidal) welland mifigalion requested: N/A acres
4h. Comments: N/A
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permiltee responsible mitigation plan, provide a description of the proposed miligation plan.
N/A
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact wilhin a protected riparian buffer that requires ❑ Yes � No
buffer miligation?
6b. If yes, then identify lhe square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
7one Reason for impact 7otal impact Mulliplier Required mifigation
(square feel) (square feet)
Zone 1 N/A N/A 3(2 for Catawba) N/A
Zone 2 1.5
6f. Total buffer mitiyation required: N/A
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private miligation bank,
permittee responsible riparian buffer restoration, payment inlo an approveci in-lieu fee fund).
N/A
6h. Comments: N/A
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
wilhin one of the NC Riparian Buffer Proteclion Rules?
1 b. If yes, then is a diffuse (low plan included? If no, explain why.
Comments: N/A
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project?
2b. Does this project require a Stormwater Management Plan?
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
❑ Yes � No
❑ Yes ❑ No
N/A %
� Yes ❑ No
2d. If lhis project DOES require a Stormwater Management Plan, then provide a brief, narrative description of ihe plan:
The praject is covered under NPDES Permit No. NCS000250.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3.
Government Stormwater Review
3a. In which local government's jurisdiction is this project?
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
3c. Has the approved Stormwater Management Plan with proof of approval been
altached?
4. DWQ
Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
5. DW(� 401 Unit Stormwater
5a. Does the Stormwater Management Plan meet ihe appropriate requirements?
5b. Have all of lhe 401 Unit submittal requirements been met?
N/A
❑ Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
❑ Yes ❑ No
❑ Coastal counties
❑ HQW
❑ ORW
❑ Session Law 2006-246
❑ Other:
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the projecl involve an expendilure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to lhe above, does lhe project require preparation of an
environmental document pursuant lo lhe requirements of the National or State ❑ Yes � No
(Norih Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by lhe
State Clearing House? (If so, altach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes � No
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is lhe site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Welland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 26 .0200)?
2b. Is this an afler-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will lhis project (based on past and reasonably anticipated future impacls) result in � yes � No
addilional Qevelopment, which could impact nearby downsiream water qualily?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative descriplion.
The project involves the replacement of an existing bridge on a secondary rural road. The road infrastructure is not being
upgraded. The limiled scope of lhis project would nol be expected to result in any significanl secondary or cumulative
effects.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposifion (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No
habitat?
5b. Have you checked wilh the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate lhe USFWS Field Offce you have contacted.
� Asheville
5d. What data sources did you use lo determine whether your site would impact Endangered Species or Designated Critical
Habitat?
North Carolina Nalural Heritage Database and field scoping visit. Although no T& E species should be affected, the
sicklefin redhorse a federal candicate species occurs in lhe Valley River less than 150 feet downsUeam of the project.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habital? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
N/A—There are no marine or estuarine communities within the Blue Ridge Physiographic Province
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation � yes � No
status (e.g., Nalional Historic Trust designalion or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The project was reviewed by the NCDOT's Human Environment Unit in 2012. Surveys were performed for both historic
architecture and archaeological resources with a determination of no effect (see atlached sheels).
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 NCDOT Hydraulics Unit coordinated with FEMA on the design
of this praject lo meet FEMA requirements.
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
Mark S. Davis �� i �
Division �nviromiient�l Supeivisor �� ��,����/� .�/�� � �– ��-��/–/ 3
ApplicanUAgent's Signature Date
AppliCanUAgenCs Pfinted Name (AgenCs signalure is valid only if an authorization letter trom the applicant
is provided.)
Page 11 of 11
PCN Form – Version 1.3 December 10, 2008 Version

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Cherokee County, North Carolina
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APPROYED JURISDICTIONAL DETERDIINATION RORDI
US. Army Corps of Gngincers
This lorm should be eompleted by follo�cing the instructions provided in Seclion N of the JD Fonn Inslructional Guidebook.
SEC'fION I: BACICGROUND INPORVIATION
A. IiEPORT CODIPLETIOY DATE POR APPROVCD JURISDICTIONAL DCTERDIINATION (JD):
B. DISTRiCT O�FICE, CILE NADIG, AND NU�IBER:
C. PROJECf LOCATION AND BACI{GROUND INfORD1AT[ON [3ridgc 247on SR 1426 (Tomotln Rond)
S[ate: NC County/parish/borough: Cherokee City: Murphy
Cenler coordinntes of sile (IaUlong in degree decimal lormat): Lnt. 35. L41 I6° Y, Long. 83.9502�° VA'.
Onivcrsal Trnnsvcrc Nlercator.
Name o(nearesl ���nlecbody: Hnpes blill Creek (Clnss C Tr)
Nama of nearesl Tradilional Navigablc \Vnter ('I'N\V) inlo �vhich the aquntic resource Flows: Vnlley River
Nnme o( �vatershed or Hydrologic Unit Code Q IUC): 06020002100020
� Check il map/diagram o(roric�r nren nnd/or po[entinl I��risdictional erens is/are nvnilnble upon request.
❑ Chcck if othcr sitcs (c.g., ottsi�e mitigatiun si�es, disposal sites, etc...) are associared with Ihis action and are recorded on a
differen� 1D form.
D. RCVIG\\' PGRRORAI6D FOR SITE EVALUATION (CHCCIC ALL THAT APPLY):
� Ofticc (Dcsk) Dc[erminntion. Date: Norember 7,2013
� Pield De�ermination. Da�e(s): November 17, 20L1
SCCTIO\' IL• SU�\1AI�Utl' O� FINDINGS
A. RHA SG;C'CION 10 DETERDIINATION OP JURISDICTION.
There Are no "nncignble irn�ers of �he U.S." �rithin Rirers and Harbors Act (RHe\) jurisdiction (as defined by 33 CF2 part 329) in the
revie�v area [RequiredJ
❑AValers subject to the ebb and tlo�v ot thc tide.
❑ Wnters nrc presently used, or hnve been used in the past, or may be susceptible for use to transport inters�ate or foreign cummerce.
F.splain: .
I3. C�VA SCCTION JOd DETER�IINA'CION OF JURISDICTION.
There Are "ira�ers ojthe US." �vi�hin Clenn AVnter Act (CVVA) jurisdiction (es defined by 33 CFR part 328) in the rerie�v area �ReyuiredJ
1. N'�ters oPthe U.S.
n. Indicnte presence of wnters of U.S. in review oren (eheek all that apply): �
❑ Ti�'\Vs, including �erritorinl seas
❑ 1VeUands a�jacent to TN\\'s
� Relatively pennmient �ratcrs' (RPWs) Ihnt Flow directly or indirectly into'ITl\Vs
❑ Nou-RPAVs Ihat Flo��� direc�lr or indirectly inm'ITR's
❑ VVetlands direcUy abutting RPNs thal �lo�e directly or indirectly into TNVVs
❑ AVeilands adjacent to but not directly nbutting RPVVs �hnt Flo�c directly or indirectly into'I'NVVs
❑ \Vetlands ndacen� to non-RPAVs thnt flo«� directlr or indirectly into "INVVs
❑ ImpounAmznts of I��ris�ictional waters
❑ Isolatetl (interstate or intmstate) �vnters, including isolnted ��-ctlands
b. Identify (estimnte) size of w�ters of the U.S. in H�e review area:
Non-�vetlnnd ���ntcrs: I50 liiiear Cee�: 10 �vidth (li) and/or acres. ,
\Vetlnnds: acres.
c. Liiuils (bowidnries) ofjurisdiction based on: Est:�blished by OHR'�I.
Elevntion of cstnblished OI I\VNt (if known): .
2. Non-regulnted �rntcrs/wetlnnds (check i(applicnble):'
❑ Potentialfy I��risdictiai�l �vnters nnd/or a�etlands �eera assessed �cithin Ihe revie�v area and detennined to be notjurisdictionnl.
Cxpinin:
� Ro�es checked belo�r shall be supportcd by compleiine the nppropriale sec�ions in Sec�ion III below.
' For purposcs of Ihis fonn, nn RP1V is defined as a Iribu�ap� Ihat is nol n TN6' and lhal t}��icall}' ilo�cs }'��rvmund or has conlinuous' Ilo�c at lensl `seaionally"
(e.g., typicnllq3 months).
' Suppohing doeumenlntion is presented in Sec�ion III.�.

SECTION IIL• C�VA ANAL]'SIS
A. TN�Vs AND \VL,TLANUS AUJACENT TO TN�Vs
'Phe agencies �rill assert jurisdiction over TNR's nnd wetlnnds ndjncent to TN��'s. If tl�e nquatic resource is a TN\V, complete
Section llLA.I nnd Section III.D.1. only; if the nquntic resom�cc is n wetlnnd ndjncent to n TN\V, complete Sections III.A.1 and 2
and Sectimi IILD.1.; otherwise, see Section IIL6 below.
I. TN\V
Idcntit}� TN VV:
Summarize rationnle supporting determination:
2. �Vetlnnd ndjncent to TN��'
Summarizc rntionalc supponing conclusion tha� ���eUnnd is "ndjncenf':
B. CHAILICTERISTICS OP' TRIBUTARY (THAT IS NOT A TN\\') AND ITS ADJACENT �VETLAYDS (Ir AN\'):
This secfion swmm�rizes infarmntion regnrding chnrneteristics o(the tributary nnd its ndjncent wetlnnds, if nny, nnd it helps
dc�ermine whcther m� not the stnnd�rds (a� jw�isdiction estnblished under Rspsnas have been met.
The ngencies will nssertjw�isdiction over non-nnvignble tributaries o(TN�Ys where tho tributnries nre "relntively permnnent
wnters" (RP�Vs), i.e. h�ibutnries thnt typically tlow yenr-rowid or have continuous ilow at least sensonnlly (e.g., typically 3
months). A�vetlnnd thnt directly nbuts nn RPR' is nlso jurisdictionnl. If the nquntic resow�ce is not n TN\V, but hns yenr-round
(perennial) ilo�r, skip to Section III.D1. If ihe nquntic resow�cc is n wetlnnd directly nbutting a Iributary with perennial Ilow,
sl<ip to Section III.D.4.
A�reHnnd thnt is adjncent to b�rt thnl does not directly nbut nn RP�V requires n significnnt uexus evnluntion. Corps districfs nnd
CPA regions will inchide in tl�e record nny arailable iufm�roation ihat documen[s the ecistence o(a significant ne�us behveen a
relntivciy permnnent tribut:�ry Ihat is not perennial (and its ndjacent �retlands if nny) and n tradifional navigable wnter, even
though n significant ne�us finding is iw� required ns n mattcr of Inw.
If the waterbody' is not nn RPW, or a wetlnnd directly nbutting nn RPAV, n JD will require ndditional dnta to determine if the
�rnterbody hns n significnnt ne�us �rith n TMV. IP ihe tributniy hns ndjncent wetlnnds, the significnnt nexus evnluntion must
consider the tributnry in combinntion �vith all o( its ndjneent �vetlands. 7'his significant ne�us er�luation thnt combines, (or
analyticol purposes, the h�ibutary and nll of its ndjncent wetlnnds is used �rhether the review nren identified in the JD request is
the tributnry, or its ndjncent �retlnnds, or both, I[the dD mvers a tributary with ndjncent wetimids, complete Section III.6.1 for
the h�ibutar}•, Section III.B.2 for any onsite wetlnnds, nnd Section llI.B.3 for nll �retlands adjacent to that h�ibutary, both onsite
nnd oCfsite. Tl�e determinntion whether n significnnt ne�us ecists is determined in Section IILC belo��•.
L Characteristics ot non= I i�11's thal flow directly or indirectly into TN\�'
(i) Cenernl Aren Conditions:
1Vatershed size: Pick List
Dr�iinnge area: Picic LiSt
rlverage annual raintall: inches
Avernge nnnunl snowfnll: inches
(ii) Physicnl Charncteristics:
(a) 2eLa�ionshio �ri�h TNVA':
❑ "fributnry ilo�cs directly into TNW.
❑ Tribulary Ilows through Pick List tributarics bctorc enfiring TNN.
Projec[ watcrs arc Pick List rircr miles trom "IN\V.
Prqject wnters �re Pick List river miles from RP\V.
Prqject �raters are Piek List aerial (stroight) mifcs from TNVV.
Project �caters are Pick List aerial (s�rnight) milcs from RPN.
Projcet ���a�ers cross or scrve as stnte boundaries. E�pinin: .
Identily Ilou� route to TNN`: .
Tributary stream orJer, if'kno�vn:
' Note Ihat the Instructionnl Guidebook conlains nddi�ion�l in(orma�ion regardine s�calrs, ditches, x�ashes, anA erosionnl (entures gznernlly nnd in tlie arid
\\'esl.
` Flo�r roWC eon be dese�i6ed by identifyine, e.�.. tributnr}� a, �chich Flotis �hrouJi Ihe revie��� area, lo Flo�r into tribWnq� b. �chich then Ilo�cs in�o TNN'.

(b) General'I'ributxn� Characlerislics (check all that apph�):
Tributmy is ❑ Natuml
❑ Artificial (man-made). Esplain: .
❑ �danipulatcd (mnn-nitcrcd). 8xplain:
Tribufm�y properties �vilh respect to lop of btmk (estiinnte):
Avernee �eid�h: feet
Avernge dep(h: feel
Avemge side slopes: Piek List.
Primaq� tributaq� substrate composition (chcck all Iha� apply):
❑ Sil�s ❑ Snnds ❑ Concrctc
❑ Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegztation. Type/%corer:
❑ Other. E�plain: .
TribWary conditioiilstability �c.g., hiehly eroding. sbughing banks]. Explain:
Presenec ofrm�/riftle/pool comple�es. E�pinin: .
Tributnry gcomctry: Picic List
'Pri6utaq� gredien� (approsimate a��eraee slope): %
(c) flo�r:
Tributaq� prorides for. Pick List
Es�imete i�verage number of (lo�r even�s in review are:Jyear. Pick List
Dcscribc tlo��� rcgimc: .
O�her infonnation on durxtion and rolume: .
Surface llo�r is: Pick LisL Char�ctc�istics:
Subsurface llo�r: Picl<List Explain lindings:
❑ Dye (or other) test perlormed: .
'fributaq� has (check all that apply):
❑ BcA and bm�ks
❑ OI IVVM6 (check all indicators that apply):
❑ clenr, na�ural line impressed on the bank
❑ chnngcs in Ihc chnrncter of soil
❑ shzlring
❑ vege�a�ion nmtted down, bent, or absent
❑ leaf litter distucbed or �vnshed n���ny
❑ sediment deposi�ion
❑ �vaier staining
❑ o�hcr Qist):
❑ Discontinuous OH\\'M.' Hxplain: .
■
■
�
■
■
�
Ihe presence of litter and debris
dcstnmtion of [crres[rinl regetation
ihe presence of �vrnek line
scdimen� soning
scour
multiple observed or predicted flo�v events
abmpt change in plant communiq,
If fac[ors other than the OI I\V�4 were used lo deiermine lateral e�tenl of C\VA I��risdiction (check nll Ihnt apply):
❑ liigh l'ide I.ine indicu�ed by: ❑ Mean High \Vater �blark indicnted by:
❑ oil or scum line along shore objec�s ❑ sun�ey to available damm;
❑ tine shell or debris deposits (foreshore) ❑ physicnl markings;
❑ physical merkings/characteristics ❑ vegetation lines/changes- in vegetation qPes.
❑ lidnl gauges
❑ o(her Qist):
(iii) Chemical Characteristics:
Chnrnc[erize tribu�ary (e.g., �cater color is clear, discolored, oily f Im; amter quality; geneml ��°n[ershed eharne[eris[ics, ete.).
Explain:
Identih� specitic pollutants, if kno�cn: .
`A naluml oe mmrmode discontinuity in the OLI\\'tvl does no[ neczssarily severjurisdietion (e.g., �chere [he s�renm [einpomeily llo�cs undzegmund, or �cherz
the OII\4'�1 hns bezn remoced bp developmenl or agricul�ural praclices). 11'liem Ihere is a break in lhe OH\VM Ihat is' unrela�ed �o Ihe �calzrbod}'s �o�v
reLime (e.g., flo�r over a rock oulemp or lhrou�h a culvc�Q, the n�encies will IooA Ibr indicnlors of Oo�c above and belo�e tlie 6reak.
'Ibid.

(iv) Biologicnl Chm�ncteristics. Chnnnel suppm�is (check all thnt npply):
❑ Ripnrinn corridoc Chnrac�erislics (q•pe, average �vidth): .
❑ 1Vetlamd fringe. Ch��ractzristics: .
❑ I Inbi�nt for:
❑ FeAerally Lisled species. Explain lindings: .
❑ Pisli/spa���n areas. Explain tindings: .
❑ Other environnrentnlly-scnsitire species. E�plain tindings: ,
❑ Aqua�ichcildlitc divcrsi[y. Hxplain findings: .
2. Charneteristics oP �vetlnnds adjncent to non-TN\V th�t Oow directly or indirectly into TN�V
(i) Physical Chnrncteristics:
(a) General Netland Charac�eris�ics:
Propertics:
\Vetlnnd size: acres
\Vetland type. Explain: .
\Vetland qunliq�. Esplain: .
Project �ve�lands cross or serre as stnte boundnries. 8spinin:
(b) Gcncral Plo�s Rclationship �ci�h Non= fv1V:
Plo«�is: Pick List Fsplain: .
Surfnce Bow is: Pick List
Chnractcris[ics: .
Subsurface tlo�r: Pick List Gspinin tindings:
❑ Dye (or other) test perforined: .
(c) lVetland Adiacency Detemiina(ion wi�h Non-TNN:
❑ Dircc�ly abutting
❑ Not direcUy nbutting
❑ Discrete wetland hydrologic conncetion. Hxplain:
❑ Gcologicalconncction. 8xpinin: .
❑ Sepnmted by bem�/barriec Explain: .
(d) Prozimitti� (Relationship) to "fN\V
Prolecl wetlands �rz Pick List river miles Itom TN\1'.
Projecl �vaters are Piek List acrial (strnight) miles from TNN.
Plo�e is t�om: Pick List.
Estima�e npprosimate location ol'wetlnnd as �vilhin �hc Picl<List floodplain.
(ii) Chemicnl Charneteris[ics:
Charac�erize �vetlund system (e.g., �raler color is cicar, bro�vn, oil t71m on surface; �rater quality; general �va�erslied
characteristics; etc.). E�plain: .
]dentif}� spcci'm pollWants, if known: .
(iii) Biologicnl Chnrncteristics. �Vetlnnd supporfs (checl<all that npply):
❑ Riparinn buffec Chnrneteristics (type, nverage �vidih): .
❑ Vege[ntion type/pereent cover. Explain: .
❑ liabitat for:
❑ Pederally Listed species. Bxpinin tindings: .
❑ Fish/spa«�i nrens. F,�plain findings: .
❑ Other environmentnlly-sensitira species. E�plain findings: .
❑ Aquatic/�vildlife diveni�y. Explain �indings: .
3. Chnrncteristics o( all wetlands ndjacent to the tribufnry (if nny)
All �cetland(s) being considered in the cumulative analysis: Pick List
Approsimalely ( ) acres in iotal are being considered in the cumulative analysis.

For each �vetland, spccif}� [hc follo«•ing:
Direeth� abu[s? (1'M) Size (in neresl Directly abuts? (Y/Nl Size (in neres)
Summarizc ovcrnll biological, chemical and physical fimctions bcing performcd: .
C. SIGNICICANT NESUS DETER�IINATION
A significmrt necus nnnlysis will assess the llow chnrncteristics end (unctions of the tributary itself and the funetions performed
by nny wetinnds adjacent to the iributm�y fo determine if tl�ey signifienntly a(fect the chemical, physieal, ancl biologicnl integrity
of n TN�V. �or ench ofthe following situntions, n significanf nexus exists if the tributary, in combination �viHi all o(its ndjncent
�retl�nds, has more ihnn n speculntive or insubstantinl efPect on tl�e che�uicnl, physicnl nnd/or biologicnl integrity oPn TN\\'.
Considerations when evnlim�ing signi6ennt ne�us include, but nre not limited to ihe volume, durntion, nnd Gequency of the Oo�v
of �rnter in thc tributnry and its proximity to n TN�V, nnd the functions per(ormed b�� the tributary and nll its ndjacent
wetlnnds. lt is not nppropriate to deterroine significnnt ne�us bnsed solely on any specire threshold oCdist�nce (e.g. behveen n
tributnry and its adjaeent wetlnnd or behveen n tributnry nnd U�e TN��'). Similnrly, H�e Pnct nn adjncent wetlnnd lies within m�
oufside of n iloodpinin is not solcly determinative of significnnt nesus.
Drnw connections behveen tlie fentures documented nnd Ihe effects on tl�e "1'N\5', as identired in Hie Rnprums Guidance and
discussed in the Instructionnl Guidebook. I'nctors to consider inelude, for esnmple:
• Does the Iri6Wnry, in combiiwtion n�ith its adjacent we�lnnds (if nny). hnae the capncity to carp• pollutnnts or Flood �vnters io
TN\\'s, or to reduce �he amount of pollulants or [lood �caters rznching n�IN\V?
. Does the Iributaq�, in combinntion �ailh its udacen[ �cotlands (if nny), providc hnbitat and lifecycic support fune�ions for fish and
other specics, such as feeding. nestine. spa�rning, or rearing t•oune for specics thnt arz present in Ihe'llV�\'?
• Does the tributaq�, in combinn�ion �vith its udjacent wetlands (il any), hare the cnpaciq� to trnnsfcr nutricnts nnd orgnnic cnrbon that
support do�rns�renm foodwebs?
• Does tlie lributary, in combinntion �cith i�s nci,ln�ent wetlands (if any), have other relntionships �o [he physieal, chemical, or
biological intcgri[y of the "IN\V?
Note: the a6ove list oCconsiderntions is not inclusive nnd other functimis observed m� known to occm� should be documented
below:
L Significnnt nexus findings fm� non-RP\1'thnt hns no ndjncent wetlnnds and f7ows directly or indirectly into TMVs. F.spinin
fndines of presenec or nbsence of significant ne�us befow, based on thc �ribWnry itself, thcn go to Section III.D: .
2. SigniOcnnt nesus findings for non-RPR' nnd ils ndjncent ���e�lnnds, where thc non-RP�\' ilows direc�ly or indirecU�� into
TN�Vs. Hsplain findings of presence or absence ofsignificnnt nexus belo�v, bnsed on Ihe tributary in combination with all of its
adjaccnt �vetlnnds, then go lo Section ILI.D: .
3. Significnnt neaus findings for wetlands adjneent lo nn RPR' buf tlint do no� directly nbut the RP�V. Explain findings of
presence or absence of significanl nexus belo���, based on the tributaq� in combina�ion �vitli all oC its adjacenl �veilands, then go to
Scc[ion IILD: .
D. DCTER�IINATIOYS OP JURISDICTIONAL FIYDINCS. THE SUBJECT �VATERSl�VGTLA�DS ARC (CIIECI< ALL
THAT APPLI'):
I. TY�Vs nnd Adjncent �Vetlands. Check all Iha� apply and provide size estimntes in reciew nrea:
❑ 1N1Vs: linenr feet �vidtl� (ft), Or, ncres.
❑ \\'etlands acijacen� iu TNNs: acres.
2. RPR's thnt Ilo�v directly m� indirectly into TN�\'s.
� Tributaries of Ti�]\Ps ���hero tribWnries q�pic�lly Flo�e year-round are jurisdictional. Provide data and rationale indicating thnt
tributary is perennial: Hayes Mill Creek is sho���i on the USGS mpographic map as a pzrennial s(ream.
❑ Tributaries of "CNV1' �vhere tributnries have conlinuous Ilo�r "seasonally° (e.g., rypicnlly �hrec moNhs cnch yenr) nre
jurisdietionnl. Dntn supporting tliis eonclusion is provided nt Section IILI3. Provide rntionale indicating that tributaq� Iloa�s
seasonalh�: .

Pro��ide estimates for jurisdictional �raters in �he rcvic�v arca (chcck all tha� apply):
� Tributaq� �vaters: 150 lincar fcc� ]0 width (ft).
❑ Othcr non-�cctland watcrs: ncres.
Idenlilj° type(s) of �v�tcrs: .
3. Non-RP\1'ss thnt ilo��� directly or indirectly inlo TNR's.
❑\Vnterbody �h�t is not a'PN\V or an RP\V, but Ilo�rs directly or indirectly into a TNR', and il has a significnnt ne�us with a
"fN W is jurisdictional. Data supporting this conclusion is p�ovided at Section III.C.
Provida estimntes Cor lurisdiclional waters within thc rcvic�c are� (check nll �hat apply):
❑ Tributary �vatecs: lincnr fcct width (R).
❑ O�hcr non-���ctland �vaters: acres.
Identify �}�pe(s) of waters: .
4. \Vetlnndsdirectly nbulting nn RP\V th�t Flow directly or indirectly into TN�1's.
❑ Netlands diractly nbut RPAV nnd thus nre jurisdiclionel t�s aci,jacent ���eUands.
❑ Nctlands directlp nbutting nn RPN o�here tribu�tvies typicelly Flow }�enrvround. Provide dnla nnd rntionalc
indienting Ihat tributnry is perennial in Section ]II.D2, above. Provide mtionale indicnting thul �ceUand is
direc�ly Hbutting an RPVV: .
❑ R'etlands directly abW�ing nn RPAV �vhere tributaries q�pic�lly Flo�a "seasonnll�:" Provide datn indicnting �hnl �ributaq� is
seasonnl in Seetion IILI3 and rationale in Section III.D2, abore. Provide rntionnle indicaling Uiut wetland is directly
abutling an RPR': .
ProriAe acreage is�inmtcs tbr jurisdictional �cetlands in �he revie�c nrea: ncres.
5. �Vetl�nds adjncent to but not direeHy nbutting nn RP�V thnt tlo�r direetly m- indirectl}� into TN�S's.
❑VVetl�nAs thnt do not directly abut an RPAV, but �vhen considered in combination with the Iributary to �chich they nre ndl�cent
and �t�ith similarly situated adjacent �cetlands, have n significnnt ncsus a�i�h a TNR� am jurisidictional. Data suppor�ing Ihis
conclusion is proridcd nt Section III.C.
Proride acreage estimates forjurisdiclional �ae�lands in thc rovic�v nren: acres.
6. �VeHnnds ndjncent to non-RP�Vs thaf ito�r directly or indirecHy into TN\Vs.
❑\VeUands adjaecnt to such wa[ers, nnd hnve when considered in combination �vi�h the Vibutary to �vhich they are adjneent nnd
�vith similnrly si�ut�ted adl�ceni �cetlands, hare a significant nesus �vith a TN\V arejurisdictional. Data supporting this
conclusion is provided at Scction IILC.
Provide estimates for I�irisdictionnl �vetlands in the revie�v aren: acres.
7. Impoundments ofjurisdictionnl waters.'
As n genernl rule, the impoundment of ajurisdic[ional tribWnry wnminsjurisdic�ional.
❑ Demonstrate tha� impoundmcnt �vns crcnted from "���a�ers of the U.S.," or
❑ Demonstrate tlin� �va�cr mec�s the crileria for one of the categories presented above ( I-6), or
❑ Demonstr�te thnt ���a�er is isola�ed ���ith a nexus to commerce (see E below).
E. ISOLATED �INTERSTATE OR IN'fIL\-STATE� R'ATERS, INCLUDING ISOLATED \�'ETLAYDS, THE USL,
UEGIL�DATION OR DESTRUCTION OC NHICfI COULD ACP'ECT INTCRSTATE CO\IDIGRCC, INCLUDING ANl'
SUCH NATERS (CHECIC ALL TIIAT APPLY);�o
❑ which nre or could be uscd by interstnte or toreign Iravelers for recrea�ionnl or olher purposes.
❑[rom ���hich Gsh or shdlGsh are or could be tnken and sold in in�ers(nte or foreign commerce.
❑�vhich arz or could be used for indusirial purposes by industries in intzrs�ate mmmerce.
❑ [nterstate isolated waters. Esplain: .
❑ Other fnctors. Gxpinin: .
Idcntify �vnter body nnd summnrize rafionale supporting determinntion:
�See �oatno�e N 3.
° To complcic Ihe m�alpsis mRr fo llic kcy in Szction III.D.G of the Inslmc�ionnl GuiAebooA.
10 Prinr fo asserling m� eleclining C\1'A jurisdiclion based solely on �6is ealegorr, Corps Dislricts �vill elecnle Ihe netion to Corps nnd GPA IIQ for
rerie�v consislenl a�i(h Ihe process described in thc Cm�p�/I:PA b/emomnrhmi RegnrAing CII'.I Ac( J�visdiclinn Fnllou�ing Rnprtnns.

Proride es�imates for I��risdictionnl water in the revie�r area (check all thnt npply):
❑ Tri6wary �vaters: linear feet �vidth (ft).
❑ O�hcr non-�ve�land �vaters acres.
Identif}� type(s) of �vaters: .
❑ VA'etlands: ncres.
�. NON-JURISDICTIONAL R'ATERS, INCLUDING \VGTLANDS (CHECI<ALL TIIAT APPLl'):
❑ II potential �czUands �vere �ssessed wi�hin �he rerie�r area, lhese arzns did not mee( tlie criterin in �he I987 Corps ol'Engineers
\Vctland Delineation ndnnuul nnd/or �pproprin�c Rcgional Supplements.
❑ Revie«� nrcn included isola�ed n�alers with no substantial nexus to interstate (or forzign) commerce.
❑ Prior (o �he Jnn 2001 Supreine Coi�d decision in "SllilNCC," �hc rovie�v area �could hnve been regulated based solelr on �hc
"\-ligratory 6ird Rule' (bIBR).
❑ Naters do not nreet �hz °Signit�cnnt Nexus" standard, �vhere such e finding is required for jurisdictioa E�plain: .
❑ Other. (explain, if not covered above): .
ProviAc ncrc�gc cstima�es lbr nonyurisdiclionnl �calers in Ihe revic�v area, where the sole po�cntinl basis ofjurisdiction is Ihc b1BR
fnetois (i.e., presence of migra�ory birds, presence of endangered species, uso of water for irrignted ngriculture), using best professional
judement (check all Ihat apply):
❑ Non-�vctland �vnlers (i.e., rivers, streums): linenr fee� ��°idU� (li).
❑ Lakcs/ponds: acres.
❑ Otl�er non-�vetlnnd �vatcrs. acres. Lisl type oCaquatic resource: .
❑ AVc�Innds acres.
Provide acrenge cstimates for non-jurisdictionul �vaters in tlie review nre� Ihat do nol meei the °Signi�icant i7esus" standard, whcro such
a[nding is required for jurisdiction (chcck all that appl}�):
❑ Non-���etlnnd �vaters (i.e., rivers, streams): linenr feet, �cidth (fl).
❑ Lakes/ponds: lcres.
❑ O�her non-�ceUand «°nters: neres. List type of aquatic resource: .
❑ Wctlnnds: xces.
SECTIOY R': U.YI'A SOURCES.
A. SUPPORTING DA"fA. Dntn revic�sed for JD (checl< all thnt npply - checked items shall be included in cnse filo nnd, �vhere checked
and reques�eA, nppropriatoly rzl'erence sourees below):
� Maps, plans, plots or pint submi�ted by or on behalf of Ihe applictant/consult�nt: .
❑ Data sheels przpared/submi[IZd by or on behal[ of the applican�/consultnnt.
❑ Ofticc concurs �ri�h data sheeis/delineation repon.
❑ Oflice does not concur �vith datn sheets/delineation report.
❑ Da�a sheets prepared 6y tlie Corps: .
❑ Corps na��igable �vaters` sludy: .
❑ U.S. Geological Survcy Hpdrologic Atlas: .
❑ USGS NHU data.
❑ USGS 8 and 12 digit HUC maps.
❑ U.S. Geoloeical Survey map(s). Cite scele fi qund nflme: .
❑ USDA Natuml Resources Consen�alion Sen�ice Soil Survey. Ci�ation: .
❑ National �vetlands inventory mnp(s). Cite nnme: .
❑ Stntc/Local �vetland iuventoq� map(s): .
❑ PEMA/P'IILVI mnps: .
❑ 100-yenr Floodplain Elevntion is: (Nalional Geodectic Ver�ical Dntum of 1929)
� Photographs: ❑ Aerial (Name A Date): .
or � Other (Name K Da(e): Nrqject Si�z \-Inrch I9,20I2
❑ Prcvious de�crmination(s). File na nnd dnte of rzsponse lettee .
❑ Applicable/supporting cnsc law: .
❑ Applicable/supporting scientific literaturr. .
❑ O�her intonuntion (please specify): .
B. ADDITIONAL CODIDIENTS TO SUPPORT JD:

ProjeclTrnckiugNo. (luleninl UseJ
12-OS-0044 — —1
�
NO PREHISTORIC OR HISTORIC PROP�RTIES
PR�S�NT/AFFECT�D FORM
PROJ�CTINPORMATION
Projec( No:
Cnu�rty.� Cherokee
�������D
WIJSNo: I7BP.l4.R30 Docu�ue�i�: MCGAttachmentG NOV 2 7 2012
F.A. No: Fmrdrng: � State ❑ Federal
Ferlerrd (USACE) Pern�i! Reqr{i�•ed? � Yes ❑ No Pw•�uit T'ype: TVA Permit ���la��ol� ��
Project Descril�tion: Repince Bridge No. 247 on SR 1426 over Hayes Mill Creek with a bridge structure
on csisting location.
SUMMARY Or FINDINGS
The Nortli Cnrolhm Depnrlme�rt of Trnnsyw tntion (NCDOT) reviewed !!re suhjecl projecl n��d deler�nbred�
Historic Architecture/Landscnpes
� There are no National Register-listed or Study Listed propertics within the projecPs area of potential
effects.
� 7'here are no propeities less than fifty years old wliicl� are considered to meet Criteria Consideration G
witl�in the project's Trea of potenti�l effects.
❑ There are no properties within tl�e project's area of potential effects.
� There are properties over fifty years old wilhin the area of potential effects, but they do not meet the
criteria for listing on tlie National Register.
� All properties greater thau 50 years of age located in the APE have been cousidered and aIl compli�nce
for historic nrchitecture with Section 106 of the Nntional Historic Preservation Act nnd GS 121-12(a) IiTs
beeu completed for this project.
� "Chere are no historic propeities present or affected by this project. (A(lnclr nny noles or docmnenls ns
treedet�
.'A'a Nialoric Pmprrlies PrueuY'/unn Jor' Aflna� Tr'mnpamiiau Pn jr<IS nr Qual fed in tlie 7007 Aogrmm�mlrc AB+tenirnl.
h'CD07'Ardi��ea(agy.4 HirroricArtAiledureGrouPs

SUMMARY Or CULTURAL RESOURCES liF.VIEW
BrieJdescriplron ofreview aclivitres, resu!/s ofreview, aiid co»clusions:
Review of HPO quad maps, HPO GIS informatiai, I�istoric designatious roster, and indeses was
undeitaken on May 30, 2012. Based on this review, tl�ere is one SL, and iio existing NR, LD, DE, or SS
properties in the Area of Potentinl Effects, which is 75' from the centerline each w1y and 300' From each
end of tl�e bridge. CE67, the George W. Hayes house, is locnted withiu the APE for tliis project. A
historic arcl�itectwe survey was required to assess effects.
A survey was conducted on November 16, 2012 by an architectural his[orian. A one-story Craftsman
style house at 1331 Tomotla 2oad is south of the bridge on the west side of the road. A pref�bricated car
shelter sits south of the honse. The house is unrctnnrk�ble and not National Register Eligible. An
abendoued store sits south of the bridge on the east side of tlie road. "I'he one-stoiy frame structure is
badly detcriorated and does not liave sufficient integrity for National Register eligibility.
Bridge No. 247 is a single-span rcinforced concrete slab structure built in 1924. There are severnl
reinForced coucrete slnb bridges, a stnte-stand�rd desigu, that heve been determined eligible as they are
significant exnmples or the oldest examples of the typc. Bridge No. 247 does not appear to be a
significant example of the type nor is it oue of the oldest of the type, and is thereforc not National
Register eligible.
The George W, hays House is approxiinntcly 1000 feet south of the bridge aud will not be affected by
this project It was incorrectly located ou G[S Mapping.
There are no N�tional Register listed or eligible propei4ies within tl�e APE for this project If design
plans change, addition�l review will be required.
SUPPORT llOCUMCNTATION
Scc attached: M�ps, photos.
Signed:
�
Cultwal Resources Specialist, NCDOT
2�-, 7�.
"No Hislo�ic Propeilies Prcrenr "foun farh7inw' Timispmmlion Projer(s ns Qnvl�ed in Ihe 1007 Progrnmumlic Agrrezenl,
NCDO7'Ard�neolugy R� Nislonc A�diilermre Gravps

.r
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In:�ill i
11-:��'.I1.1 v�li
�es ( )
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(+�
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Yroject Loc�tion
HPO GIS
SvreeyRrqnindFonnJ�r,l/inor7luuywnmron Pn jratr aiQuoliJirJiu Ihe IOO7YroginnnvnlicARreenirn(.
h'CDO7'Ardmroloyy R Hhroric Ardii(raurt Grmips

House :�nd clrport, 1331 Tomotln Road.
Stm�e, 1380 Tomotln Roacl.
•'h'o Niimric Prop•iliee Prerenl "foim/os A/iunr li�niqwilnlia� Projrr(s eu QimlifiuJ lu IGe 1007Yiagmummlic dgrcemenl.
RCIX)7'Ardmeolop' h Hirto�ir Ar�hilrrlurc (]roups

Bridge No. 247 loolciug soutinvest.
"No Hieloric Prop=rlies Pr: ernl"jonn Jot A/inor'I'rtau�wrinlion Projrra ni Q�m! fcd in lAr 1007I1ng�mm�mlic Ayrtznirnl.
T'CUO7'drdmmlagy& /fliNrle�ArJiilralurtGronps

ProjeelTruekiny T'o. (Gilenial Use)
12-OS-0044
NO PREHISTORIC OR HISTORIC PROPERTIES
PR�SENT/AI+FECTED FORM
PROJLC'I' INPORMATION
Yrojecl No:
rvBS No:
F.A. No:
190247
[ri�a��c�r,
n�
Federn! (USACF.) PermilRequned?
Projec! Descriplioir:
Com�ry: Cherokee
Doca�meru: Miitinum Criteria
!'rrncling: � State ❑ Federal
� Yes ❑ No Pernti7 T}/�e: NWP # 3 or 14
����'V�D
;/��� �'�, %" �� �
No,� z-� zaiz
�I�ISI�DNi �,�
The project ec�!!s for dte rel�laceme�r! of Bridge No. 247 on SR 1426 (Tontotln Ronrl) ovei• Ha��es A4i(!
Creel� in Cherokee Couitp� nlong the e.rrsli�ig nligiurie��l. The archaeo/ogicnl dren of Potenlin( EfJects
(APE) for (he prqject is �(efrired ns n 600 joo/ (l82.38 m) long corridor r�nrning 300 feel (9L4A nt)
northens! mrr! 300 Jeet (91.4d m) soirtlnresl n(ong SR /d26 f�onr !Le cen�er of B� itlge 247. The corrrdo�
is nppro_ri�nntel�� 100Jee1 (30.48 nr) ivit/e e.r(endirtg 50 %ee! (15.24 ni) on eilhe� .eir(e oJ SR 1 d26 fi•oni i!s
presenl ce�tler.
SUi�IDIARP OF [INDINGS
The Nortlt Cm olinn De��n�hrtent oJ Trmisporl�rtion (NCDOT) revieu�ed Ihe subjecl projec! n�rd deter�uiiiecl:
Archacology
� There arc no National Register-listed or Study Listed properties within the project's arca of potential
cffccts.
❑ No subsurfacc archacological investigations are required £or tivs project.
❑ Subsw Cacc invcstigations did not reveal the presence of auy �rchaeological resources.
� Subsurface invesligations did uot revenl the presence of any nrchneological resources considered cligiblc
for the Natioual Register.
� AII identificd Archacological sites located �vitl�in the APF., liave bceu considered and all compli�nce for
nrchaeologic�l resourecs witli Section 106 of the Nation�l Historic Preservation Act and GS 121-12(a) l�as
been completed for this project.
❑ Tliere are no Ivstoric properties presen� or affectecl by this project. (Altach mry �rotes or �locionenls ns
»eedern
.•,A'o Hinmzc R�aPCrlics Pr'rsen!"Jm w for,l /lnar 7nuiayonurion Aojccm os Q�mlheAin 14e 200] Progrnmmutlr.lgrcrnient.
�\'CUO7'drdmrologr.l'- Hizim�r.l reldterlure Grovps

i z-os-oo�a
aECOn�roi�nn�.�rioN
A�� archawlogical inves�igation of Bridge No. 247 on SR 1426 over Hayes Mill Creek in Chcrokee County was
conductcd oi� July 30 tln�ough August 2, 2012, by P.rchaeological Consultauts of the Carolinas, Lic. Dnring the
course of the survey, oue prehistoric/Iiistoric sitc (310E785/785"") was ideutified withiii the cnrrenl project APE.
Sile 310E785/785�" has bcen rcconunended as ineligible for thc NRHP, and no further archacological
im�cstigatioi�s are required for tlus project 1 co�cur with Il�is recommendatiou since the proposed bridge
replacement will uot impact significaot archaeological resources. If t�e project expauds and imp�cts subsnrface
areas bcyoud the defined APE, furlher archaeological considtations �vill be nccessary.
SUPPOR'I' DOCUl�1ENTA'P10N
Sec atlacl�ed: Map(s), Photos, aud Cultural Review provided by Archaeological Consullauts of the Carolivas, luc.
Signed:
�
C. Danton,lones
Cultural Resotu'ccs Specialist, NCDOT
.1A'o Hisronc R-npe�viec A'erenY' lnnn/br' Afinor Trmrsponation Prnjern ns QmdlfieAin rhe?00] Progr.�nininiic dgremne��L
NCDOTdreGuroloer R Hi�lodr.an�hir.rim. [hmrps
8/17/12
D�tc

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SUD7bIARY OI' CULTURAL RESOURCES RF,VI��V
Brief rlescription o/'reviem nclirities, residts of revieiv, nncf ca�clttsions:
The project �rea is located just northeast of the commmuty of TomoNa, in Cherokcc County, Nortl�
Carolinn (Figures 1 Tnd 2). Bridge No. 247 on SR 1426 (Tomotla Road) crosses Hayes Mill Creek, a
tribut�ry of Vallcy River, uortheast to soutlnvest. The Area of Potential Effcct (APE) for this projecf
measures 600 feet (182.88 m) in length and 100 feet (30.48 iu) ui �vidth. Valley River is present iu the
norlhe�st quadrnnt of Ihc APE (Figure 3). 1'l�e uorth�vest quadrant contains stcep slope and a rnilrond
track. The southwcst quach�ant uicludes a yard associated with a house Iocltcd just soath of die APE. T�e
yard is bordered by a picket fence and has a few hardwood trces (Figw-e 4). The southcast quadraut is
wooded with deuse uuderbrush.
A nup revie�v and site files search �vas conducted by C. Damon Jones, North Carolina Departmeut of
Transportation (NCDOT) Archacologist, at thc Office of State Archaeology (OSA) on June 12, 2012.
This review identified seveu previously recorded archaeological sites (310E9, 310E16, 31CH24, 310E27,
3ICE87, 310E93, aud 3LCE94) witliin a 1 nule (1.6 km) radius o£ the project APH. These sitcs are
located outside tl�e project area aud will not be impacled by tlie bridge replacement. No existiug Natio��al
Register of Historic Places (NRHP), Locally Designated (LD), Determined Eligible (DE), State Sh�dy
Listed (SL), or Smveyed Sitcs (SS) propertics arc within or adjaceut to the projcet APE. The George
Haycs House (CE0067) was reportedly located in tlie southwest corner o£ the APE (see Pigure 2). The
liouse dates to 1838 and �vas the liome of George Hayes, who was � mcmber of the General Asscuibly. The
liouse also seived as a post office at one time. Ho�vever, the Gcorgc Hayes House location (588 Hayes
Road) has been coufirmed as being approximately 660 fec� (200 m) south of Bridge 247, outside tl�e
project APH.
Topographic m2ps, United Statcs Dcpartme��t of Agricullure (USDA) soil survey maps, aerisl
photographs, and hista�ic m2ps were all utilized to gauge euvironmental factors tl�at may have contributcd
lo the cw renl projecl area conditions. 1'l�ere are hvo soil types present in the project's APE. Rosman loam
co�upriscs thc largcst percentage of the APE. Tliis �vell-drained soil forms ou floodplains, has a slopc of 0
to 3 percent, and occasioi�ally floods. Statler loam is present at thc southerii end of the project area. Ttvs
soil type foruvs on stream terraces �vith n slope rnnge of 1 to 5 percent. It is well draincd nnd rarely floods
(USDA 2012).
The archaeological invcstigation bcgau �vith the excavatiou of shovel tesls at 98.4 ft(30 m) iuteivals aloiig
two transects, one tr�nsecl on cither side oF the existing road in the APH. A total of six shovel tests werc
cscavatcd during the survey. No shovel tests were excavated northe<�st of Bridge No. 247 �s lhese are�s
conesponded to the train hacks, steep slope, nnd Valley River. All excavated shovel tcsts me�sured at
least 12 inches (30 cui) ii� diameter and �vere excavnted to � n�wnum of 4 ii�ches (10 cm) iuto the sterile
subsoil. All test fill was screencd tlu�ough 0.25 iuch (0.64 cm) mesh. Each shovel test was backfilled upon
completion. lu all areas, sl�ovel testii�g was supplemei�ted by comprehcusive exau�iation of all exposcd
grouud surfaca Shovel tests escavated on the north�vest side of Tomotla Road consisted of 6 in (I S em) of
dark bro�vn silry loam overl�yiug red clay. Souflieast of Tomotla Road, shovel tes� soil profilcs eshibited 8
to 12 inches (20 to 30 cm) of brown sandy loam ovcrlayin� reddish brown day loam. One archaeologicnl
site, 31 CE785/785"", wns idcntificd on thc south sidc of 7'omotla Road.
')A'o Ninnno Hope�irs PresenY fn ml��',i/hrorTron�poHUtlon Projrus ns Qualifred in rpe 20b1 P��o4�'��rnn�ulir dYreamenr.
.\'CDOT,1 rahueoln¢r S Hismne ArcLitze/urr Grouys
3

12-OS-0044
Sitc 310E7S5/785"� is a liistoric aud prchistoric sita T�e site is located on a sU�cam terrace tl�at estends
from Hayes i\9ill Qeek 300 feet (91.4 in) southwest to the end of Il�c APE. Tl�e site is bordered on t�c
uortl�wcst by Tomotla Road. Ilayes Mill Crcck bounds the site oii the northcast. The site viciiury is
cliaracterizcd by hardwood forest aud moderately deiuse imdergrowth (Figw�c 5). A relatively low area in
the central portion of the site may be indicative of distwb�nec (c.g., bulldozing or excavalion) in Il�c site
viciiuty.
Nine shovel tests were exc�vated in Ihe site vicinity. The shovcl tcsts were excavated at 492 fect (IS m)
iutm�v�ls, with the exceptiou of hvo sl�ovel tests at the northem end that were escavated at 24.6 aiid 32.8
feet (7.5 �nd 10 ui) intervals to more fully explore the distribution of Trtifacts ou the landform. Site
dimensions measme 230 by GG fcel (70 by 20 meters; Figure 6). Soil profiles typically consisted of 8 to 12
inches (20 to 30 cm) of brown saudy Loam overlayiug reddish bro�vn clny loam.
Prehistoric artifacts recovered fiom this sile consis[ of eight tl�kes/Elake fragmeuts. Rnw mnterinls uiclude
chert (n=3), quartz (n=1), and quartzite (n=4). The chert is likely Ridge and Vallcy chcrt wlricl� origivates
iu Teimessee to the west. The qnartz and quartzite may be of local origin. None of these artifacts arc
culturally diagnostic. The prehistoric componeut likely represenls a short tenn occupatiou such as a
hunting cnmp. The prehistoric TrtiCacts were recovered fiom Proveiuences 2.1 and 4. L Thcy wrne uuxed
�vith l�istoric artifacts behveeu 0 and 16 inches (0 and 40 cm) below the ground surf�ce.
A total of 33 liistoric artifacts �vere also recovered from shovel testiug aud sw-face collection. These
artifacts include nails, olher metal, ceramic, bottle glass, flat glass, and coal. The ceramics include
undecorated �vhiteware, widecorated ironstone, and one unidentificd ceranuc type. The unidentificd
ceramic is possibly a pieec of Fiestaware wilh a blue glaze that was produced between 1951 aud 1959.
Whilcwarc �nd ironstone were first produccd during thc fiist half of the nineteenth ceutury aud are still
made tod�y. Wirc nails, thc predouu�iaut nail lype aftcr 1890, are the only other temporally seusitive
artifacts rccovercd from sl�ovel tests.
A standing struchu'e is located at tl�e southern end of tl�e site (Figtu�e 7). The structure is a one story
building nteasuring approximately 40 by 40 feet (12.2 by 12.2 nt). lt l�as a wood frame �nd �vTs
constructed using wire nails. lt is uncle�r whether the su�ucture is sitting ou a foui�dation or is eartlifast.
The building appears to be ai� old store. Tl�e front fnpade has two �viudows, presumTbly for displaying
merchendise, tlanking the ciitryway. Tlie store ti�ont is rcctingular, althoiigh it has a gabled metal roof
bchind tlic store frout �vith tlie central ridge rwmi��g £rom the front to the back of the builduig. The room at
the firout of tl�e store has shelving around the walls. There are two lddilioual rooms ii� the building, one in
the rear and one to the side of the front i�oom. Tl�e structure is in severe disrcp�ir witli lioles in the floor,
boarded up wii�dows, and exposed fiaming on the interior. Old electrical �viri��g is also exposed Ihroughout
the building. This store eoidd not be ideutitied on any of tlie historic maps reviewed for this project.
A booklet cutidcd "By Laws of Cl�erokee Lodge No. 146" (associated with � Masoivc Lod�e in Mwyhy,
North Carolina) dating to 1922 and three bank checks dating to 1939 were recovered from inside thc
buildii�g (Figure 8). The checks were written to obtain fishing licenscs (based oi� memos �vritten on thc
checks) and �vere signcd by D. M. Bircl�ticld, Ihe game �varden of Cl�erokee Counry. Based on thc artifact
�ssemblagq it �ppears tlie site and buildiug date to from the early to middle hvcntieth century. Modern
trash (i.e., clothes, shoes, food jars) was also observed i�� the building.
Site 310E78S/785�" is an wilaiowu prchistoric lilhic sc�tter ai�d the remains of an eai9y to nuddle
hve��tieth ccntury store. No culturally diagnostic prehistoric artifacts werc idcntified. The prehistoric
rem�ins were also foui�d nvxed �vith the historic artifacts indicating a I1ek of stratibn�apl�ic ii�tegrity. The
historic component yielded some diagnostic artifacts and includes a standing building. However, tlie
su ucture is in a statc of disrepair, the surrouuding arca has been disturbed, and Ihe store has bcen used for
.',A'o //Isroric Propenles Prasrnl"lbnri Jor,VinorTrn�uponmlon Projects us Q�mlficd in Ihe i00] P�ugrzunn�ulie dyreemem.
NCOOTArdrurologvd Hiamiedrrhirre)nreGrairys
a

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modcru dumping. This site will uot yield significant data pertaining to thc prel�istory or history o£ d�e
region. Therefore, site 310E785/785"" is recominended uot cligible for the NRHP.
Thc proposed replacement of Bridge No. 247 will uot impacl any significant �rcliaeological resources. No
furtl�er �vork is reconmiended for this bridge repincement.
Prcparccl by:
Michael Keith O'Neal
Senior Archneologist
Archacological Consultants o£ the Caeol'u�as, lnc.
..d'o Hi.tnnr R'operties Pr'rsen!"(onn /or AlluorTrnna��onurion hY janr os QnolheAin Ihe ?00] Proyrunimwicdgrc mmv_
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Figurc L Topogrnphic map sho�ving thc projcct arca and Site 31CD785/7S5x° (1939 binrblc, �C USGS 7.5
minute topogr:�phic qundrangle �photorevised 1990]).
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Figure 2. Aerial view oP the projecf AP� wifh confours.
.1V'0 /Ps�onr R-opunicsYn•senr "fnm�J'm� Alinnr P'm�spmmtlan Projearr us Q��nlified in ihe 200] Progrururnuric dgracmenr.
h'CDOT.-0�diueolo�n� & Hismiie dr. hitr. inrr Grovps
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Figure 4. View af the ynrd and picket fence in the south�vest portion of the project APC,
.)V'0 3/Grorir H�openles Preseur"fonn Jbr S/Inm�Tron�pm mrion Projezrr us Ounlificd in �he ?009 Pnmgroninmlir.igreenieur.
NCDOTdrdmrolo_c.v & Huroncdrhireclure G�nnps
8

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'1V'o Hinmir Rape�ties Presein"(nnnl'nr,l/inm-Ti-an pnnnlinn Pr jerrs uaQnulifieAin Ihe?00] Progauuruuiic.7g�ecmerv.
A'CDOTdn�L�reologr S lllaturle Arclrimctni. Grwips
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Site Dimensions: 70 z 20 meteis � �
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rigw�c 7. Vic�r of thc sh•uclw�e at site 31CC7R5/785��'�
'.Tb Niimiic R-openies lYereni"(unn (nnVinor Ti'uuryow�Nan ProJerts os QuoliJied in the ?00]!'rogm m�orieJgr.• manr.
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t�µ� � nt,o��ws.n c( �.(.,.�;, � is.: / tm.
�' •• � `� '�.�OITIZENS BANK G TRUST C0. �
(/ 5i4
-., . _. 'q•i .. \
YA'! 10IH[ i • T
•e�Olto�� :.I;.�Sa.�f.y.�.✓Iji , .,.(`i' , . S�.i
�' �f(��. �•'':�J %iP.%✓ �'/ DOLLA0.5
�j S.i(�.,�u. ' "� Lr:, 1�'/ ' .
�� � /7�r"7 ��.' ...��� � � 5 �: {/(' . �
- ��L j Au�x�wS.N.C. `i. �. , 19.i�f No.
, , t ..
c
� • � �!'�� :'TIZENS BANK G l"RUST CO.�hE�'3
i F=> x:�
. uF(: i.,.,;".. . _ . /; . ' s
: , .. ( i , ::. oo�uas
,'.'... .i ..�_,,J { �,,�.. . ,
,,,
,,.
' � .; Ar+os�.w..�i; . �.. 19-'�. No_
t
�.�'� � CI � I�ENS BANK G TRUST CO.<h i3
: s� �
— D�r io i�R
09D[0. Of • � �' - ` � $ ' � "
. • .• � • . .... . . � � � OOLtARS
.i �i.'.., .
� � (�I/I�'�. .
0 5 10
—
cm
15 20
—
Pigure R. Booklet and checks reco�°ered frmu the store at 31C�7S5/785*T.
;Vo His�onc fi-openias Prescnr"lonn/ar,tOnor7h�uepartu�ion P� aJecrs us QunllJ]ed in Me700] Prognmuuutlr dyrrenicnr.
NCOOTdr.Lnmluyr & Hizrmio drdrir��enirr Gmnps
�2

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References Cited
Uniled States Deparhnent of Agriculture (USDA)
2012 Web Soil Survcy. Electronic Documci�l. www.websoilsurvey.nres.usda.gov, accessed August 6,
2012
..,A'u HBlorfr Hopen(es Rrsrn! "Jonn fur,llinor Frnnspormdan H�o/rrn nv Ouu(iJ'rrd iu U�e?009 Progra �muric dgro �menr.
�\'CDOT �b � Lnro[ngr & Hu[unr drahitrnure Groiqis
13

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Artifact Catalog
Cherokee County Bridge Replacements
Site NumUer: 310E7S5/785x' Aecession Numbcr: 2012.0175
ProrcnienccYumber: 19 sitcl,bridgc247,generalsur(octcoll<ction
Catalog Spccimcn
Nmnber Number Quanlily R'cighl (g) Description CanuneNs
I pl 3 37.9 Underontzdl�onnoncCeramic 2-bnsesherds�vilhFooteingsnndmold
2 p2
3 a3
4 al
Praecnicnce \unibcr: 2.1
Calalog Spcelmen
Num6er Nmnbe� Qnxn�ilv
I �5 3
2 m6 I
3 m7 I
J m3 2
> m9 2
6 m10 I
7 mll 2
Pracenience Number: 3.1
Calalog Specinien
Nwnher Number Q�mnlilr
I ml2 I
Prarenienee Yum6er: 4.1
Cnlnlog Specimen
\wnher Num6er Qum�litv
I in13 12
2 in14 I
3 m15 I
4 ml6 I
i ml7 I
6 mIS 4
PrarenienceNumhei: S.�
Cnlalog Speeimen
Numhrr Nwn6er Quanlily
I ml9 3
2 m20 1
2.9 UndemrnledUniAanifiedCeramic
3 Olher Hisloric
102 O�hcrHistoric
sitc I, briJ�c 247, N470 ESpO, TR I ST2, 0-00 cmbs
\Vcighl(g) Descripiion
6J Undecomtzd \\'hite�cnr Ccramic
2.S Nail Unidenti�ied
0.-0 \teml Iron Unidcntificd Fomi
3.1 Lieh� Grcen PlatGlnss
0.8 Clr.�rBa�ticGlass
3.5 QuartzFlnkc/I�IakcPmgmrnt
0.8 Chert�lakc/PI�kCPmgnumR'ilhCorttx
sitc I, bndgt 2d7, N4S5 E500, 0-I Oe�nbs
\Vcighl(g) Dcscriplion
56.1 \Ictal Spikc Iron
site 1, bridgr 247, N?00 GSpO, TRI ST3, 0-0Ocm
V�'eight(gJ Descr{pllon
IOA.I �teml Imn Unid<ntifi<d Comi
2? Nnil Wire
2.9 Noil Unid.Nilicd
OJ Coai
02 Chert Flake/FIaAe Fragmem \l'ilh Cartez
5.7 QuartzitzFl�ke/FlnkePragmem
sice I, bridec 2J7, N507.5 I:500, 0-00 anbs
\Veigl�l (gJ Descriplion
1d.7 �nil q'ire
553 Mctyl Imn II&rd�vacc
Pege 1 of I
merk, 3-possible ��7�itcw�rc
possible fes�aa�are, rib6ed esteriur,
gmy gloz<d intcri0r and c�tcrior
3-Ci[irns BnnA nnd Tms� pn{xc checks
signed by D\t BirchliclJ, I-JateJ 2/
2/1939, I-dmcd2/I/1939, I-0med
2/4/1939, 2- �o Division al Game and
Inlsndl'i5hcrics, I NGrnyand
Chrisropher
pu�r twoklct cnli�lcd "RY-
LeAWS/OF/Chrmkw LodecMO
I A6/A.P .fi A.�L/ �1IJRPHY, NOltl'H
CA20LWA/ 1922". 13 oaers
Commenh
b�sc shzrd�, 3-mend
IiAely «'irc
IiAely windon� glass
I -with cortcs, 2-bmxn
Conunenls
wire
Commen�s
fi�gintnls
poui6ly cut
l-�cea�l�ered
Commrnls
..,A'o fli�mrlc Propenies Presen! "fonn (or Alinm� Transpwrorinn R-ojeriv a� Qua[iJied in the 2909 Progmmnmrir Agizement
,A'CDOT drchoro(o¢✓.6 /Ua�or ie dreldrcenue Gronys
ia

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IDI�V��I(O�a� ifl]�' ]�I��C�]I��1����'�
CHEROKEE C4 U1�TY
LOCATION: REPLACE BRIDGE I�Io.247 O1V SR 1426 OVER
HAYES MILL CREEIC
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE
TO US 74 /19 /129 -E�
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.
GItfIPHIC SCALES
50 0 50 100
PLANS
50 0 50 100
PROFILE (HORIZONTAL)
DESIGN DATA
ADT 2013 = 330
ADT 2035 = 500
a� —��
n . �
_,-.r-.. _��.-��.-'.r-i,-.
�
)
J
f�
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 17�P.14.R.30 = 0.036 MILES
T_ � o� LENGTH STRUCTURE TIP PROIECT 178P.14.R.30 = 0.011 MILES
V= 30 MPH TOTAL LENGTH TIP PROJECT 17BP.14.R.30 = 0.047 MILES
FUNC CLASS =
RURAL LOCAL
SUBREGIONAL TIER
�
zt
;, '�; .
a;E'
c
io�a srn.v+.axn srrcrrrcino.�'s
''N.C•� VBP.14�.R.30
—,,,,. ��
178P.14.R.30 I WA
L-
�_
��
�s�::.��p�� i.�.�y1
��� i1lC�i%�!'�:�����
��1~�� ��?:���n���
���
��� ������
--io.GoTU,ao.—sz inze � TO US 74 /19 /129
\ �-�., .,:'.._-..�.��..,
INC.
RIGHT OF II'AY DATE: KENNETH HERRING PE
AUGUST 1. 2072 rxn�ecr rvcnEu
LE7TA'G DATE: JASON TALLEY, PE
JANUARY 15 2073 PROiccr nrsr4�� c��cn�ccx
I
;
I$�,o��
�S
END PROJECT l7BP.I4.R.30
_i _ onr crn �z�nnnn
ENGINEER
ROADI{'AS' DE:
ENGINEER
I>IiL'LIDIINARI' PLANS
INCODI�I,6TL 'YLANS
� nmvumov

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O
o'
BEGIN SBG Li 1- SiA. il t65.00 TO BEGIN APPROACH SIfB
BEGW SBG Ri�-SIA IIt6500 i0 BEGIN APP:tOACH SIAB
BEGIN SBG li ENO APPROACH SLAB TO -L- SiA. R+5200
6EGIN SBG ftT END APPROACH SUB i0 -l- STA.11<50.00
J-
-L- PoT Sfa.l0+C0.00
-L- PC SIO.10+4622
i �:
f I:.
a
� � -.
ryoo� _
xE�BVEIx 6 4dFx BEIN fARNE1i\ CdROLU;E.NGNtx,lF`E,NCD0IULD / -1 S�S
OB BtIPG 91 O OB OR PL ]60
2 3 O /d
-� N 35/d22lE -C- PC Sta.13+4029 / FENNEIH 6 1!dRY 6EiH fdq4{q'
� --�___ DB BrPo 9
e'i-i --____ 'L' P7 Sfa.l3t6258'
-ei_-.ic s«s5,ss n.�s�e�i � --- / �.- -
E��_v.=i.,c u� oo Hor oistua , ---- /
s, i�>>i.7e 33.�r�eF� wauaono staua Re � � e. z
� �F� � � LL ia 6�55.03
t 3i C}3 t� 526Y
8L I � BL 2 ,. � '�'� � '�� s.��i�ei.niiaa��crr
� o �� �-�-* t'` � � Y�I } ��. �
�o
N4HIAHPLR BdifS 6LRU9 C0. � <� �L f j�.- � �0 � Z� v� �r te
_ ��l l -� _ - _ � \'✓� - J„ p
pB1122PL381 .pn �F
—l- r�'F'—""`'"' JI : °�- TI- ____
` - -�- -c. • 9'E
N3 � a . .. °1�ES �—'1 ,�lo c' -.�P.��
BUPI E.&RC�ftLOO / P/
OB 51I VL 9 /
/
/ ��
BM 'l
85PIKE SET IN BASE OF l5 INCH ASHE TREE
-BL- 57A 5+55.33
-L- 10+7/.36 33SI Lr
ELEV.= 1576J3'
�.�I BEGIN GRPDE
-L- STA l0+`
: Ficv= iFni
P[FY JOE SiLES
p8 89�v4 ]I
BEGIN BRIIX',E
- -L- SiA //+7g.38
� �vy i� nir rcar
-) � ' Pl= 11+40.Lb � rradr7iEN �-.
vc - aaa2r � . ; ',: {
I :.I� K ll6 L '
I - � � � "
I � y{.
{, i (. I {i:
10 11 12 73
rxatci aertuncE no. men r+o.
I7BPJ4R.30 4
R1'/ SXEEi �:0.
�ncol�ii�i. r� �>LAiaS
w a�m ve� tcn xiu� moi��rw>�
7�RELID[IN R5'A PL:�NS
.�s�.r�
/hIPROVING YOUR WORLO
li93H AreM1lle<lf S�I axu Plvmtu. l.a[.
.�,.i."-f I +
f—x -�_
-BL-3 -L- PoT Sfo. l4+19�3 -L- CUf7✓E DA7A
_� PI Slo ll+ll60 Pl Slo 13+51.49
a�.�,ovE�u�srmc cunxoaanns �= 3'S6'30.4(R71 p= 0'34'123'lLTI
`—NEEDED i0 CONSiRUQ DRIVB'/AY. �_.���.d 0= r33'283'
aerni.v ze��ani�uc eu.a¢ou.n. L= 1307Y L= 2229'
RICAY JOE SiRFS T= 65_38' T= lU4'
pB 09iFt �r R= I,900.�' R= 2240A0'
RO = SEE PLNIS
END PROJECT I78PJ4.R.30
� ;- srRUCruRE rnoRauuc oara
' � �- DESIG7f 0/SCHARGE = 430 CFS
'�-:''-1-:�>��:�* DESIGN FREWENCY = 25 YRS
'�` DESIGN M'/ ECEYATION = 15713' Fi
� -�� BASE OISCHFRGE = 600 CFS
� �� i- BASE FREO(IEIICY = /00 YRS
.i_ BASE MY ELEVAiIOfI = 1572b3' Fi
-��� P/ERTOPPIIIG OISCHPRCE = 26/0 CFS
� ��. OVERTOPPl1IG FREIX/EIlCY= 500+ YRS
..�.; .:_�:,_d�ERTOPPINfi ELEVArIOx = �sng fi
-L- SiA 13+�Ap
eu •2
8' SPIKE SET //1 BASE OF 24 MICH
-BL- STA 8+55.03 N 37 50 38 VY
-L- OU7510E PROJECT L�MlrS
ELEV.= 1580.42'
:-I.- I-.r-.

I580
ISTO
+
1560
+
I1+50
+03889% � -03000'/.
GRADE oara
P.I. STA. = IItq0.00 -L-
EL = 1578.21'
VC = 80'
TO P74
-L- HORIZONTAL
CIJRVE DATA
P.L STA. = 11+11.60 -L-
o = s�se 3o.a°irsn
o = s°oo•sa.o�
L = 130.71'
T = 65.38'
R = 1900.00
RO = SEE PLANS
FI%
FILL FGCE [J END BENi 1
STA.Ila7938 -L- I,_6"LP,1IT OF
GRAOE POINT EL.I578.09 UNCLASSIFIED
STR. ExCAY.
ITYP.1
LOPI CHORD,
E�. 1575.72
� z� i
�� I
i
I
I
HP 12 % 53� � E%ISTIIIG
STEEL PLLES �TYP�
EN� BENT 1
0
N
SPAN A �
�
100 VR. H.YI.
EL 157263
� '
1� NJ'I.S. EL. 1569.8 �
�� � l03/06/l21 ' 4'CONCftETE
� SLOPE PROTECTION
i- I -F�^ - ITYPJ
/'^'k_'___� �__
�
�2.5�
fIx
FILL FACE (il END BENT 2
STA.12+36.63 -l-
GRA�E POINT EL.157792
—_--------T—_
^ LOYI CHORD L pppRO%IIAATE NATORAL
� � EL I575.% GROIIi�� LINE ALONG
UPSTREAId EDGE OF BRI�GE
�J`—kiP 12 X 53
STEEL PllES
o °
o �
�' END BENT 2
_ w
SECTION ALONG � —L—
SECTIONS � END BENTS ARE AT RIGHT ANGLES
PLAN
IPILES NOT SH01'IN FOR C�ARITYI
7 SR 1379 �
CT N0. 17BP,14,R,30
:HEROKEE COUNTY
oN: 12+08e00 —L—
'1F ➢ REPLACES BRIOGE 1:0.297

BM'*1 — 8 INCH SPIKE SET IN BASE OF 15 I��ICH ASHE TREE,
STAo 10+71036 —L— 33e51' LT,9 EL, 1576�13
� �'
jT"
i
1
��
��l''v`n'�i �z�
i0 R< -L-
— .-- — _— 1 _—
----- —L
+
� r �-, _r r ��� n-
�rl
/"
��� , w ;
�I I
o�
J
H� i
E�
�1„ =1 �,
LOCATION SKETCH
�ti�o'-�— `
°-00'-00" TO SR1379.
ITYPJ
__L_----�_
� II
�� ���F'll
�,���
II
— �ri
I'
�
FOR 11TILITY IIIFORMATION.
SEE UTILITY PLANS ANO SPEQAL PROVISIONS
HYDRAULIC DA7A
OESIGN DISCHARGE = 930 CFS
FREOUENCY OF DESICN FLOOD = 25 YRS
OESICN NIGH YIATER ELEVATION = 15713'
�RAINAGE AREA = 1.12 50.1.1I.
BASIC OISCHARGE (01001 = 600 CFS
BASIC HIGH W4TER ELEVATI011 = 1572.63'
OVERTOPPING FLOOD DATA
OVERTOPPINC DISCHARCE = 2610 CFS
FREOf1ENCY OF OVERTOPPINC F�OOD = 500+ YRS
OVERTOPPINC FL00� ELEVATION = 1577.8'
NOTESD
ASSUMED LIVE LOAD = HL 93 OR ALTERNGTE LOA�ING.
FOR OTHER DESIGN DATA AkD GENERAL NOTES.SEE SHEET
SN.
FOR EROSIO� CONTROL 1.1EASURES,SEE EROSION CONTROL
PLANS.
THIS BRIOGE H4S 6EEN DESIGNED IN ACCORDANCE WITH
THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS.
REIdOVAL OF THE E%ISTING 6RIOGE SHALL BE PERFORlAED
50 AS NOi i0 ALL01'1 DEBRIS TO FALL INTO iHE YIATER.
THE WNTRACTOF SHALL RElAOVE THE BRIDGE AND SUBIAIT
PLANS FOR OEI".OLITION IN ACCOROANCE WITH ARTICLE
902-2 OF THE STAN�]ARO SPECIFIC4TIDNS.
THE EXISTING SUPERSTRUCiURE CONSISTING OF ONE 19'-0"
SPAN.A REINFORCED CONCRETE DECK SLAB ON !.!ASONRY
ABUTIAEtlT YIALLS SHALL BE RE1.!OVED. iHE E%ISTING
STRUCTURE IS PRESENTLY POSTED BELOYI THE LEGAL LOAD
LIlAIT.SHOf1L0 iHE STRIICTURAL INTEGRITY OF THE BRIDGE
Fl1RTHER DEiERI0RAT6 THE LOAD LIIAITATION E1AY BE
REOl1LE0 AS FOUND NECESSARY Ol1RING iHE LIFE OF THE
PROJECT.
THE IAASONflY YIALL SHALL BE RETAINE� AS �EFINED IN
THE 'SLOPE PROTECTION OETAILS:'
FOF CR4NE S�FET7.SEE SPECIAL PROVISI0�5.
FOR FALSEYIORK ANO FORIdi'IOPK, SEE SPECIAL
PROVISIONS.
THE MATERI4L SHOYIN LI! THE CROSS-HATCHE� AREA ON SHEET
1 OF 2 SHALL BE EXCAVATED FOR A �ISTANCE OF 24 FT.
TO THE LEFT AND 30 FT.TO THE RIGHT OF CENTERLINE
ROA�IYAY AS DIRECTED BY THE ENGINEER.iHIS YIORK 1'IILL
BE PAIO fOR AT THE CONTR4CT WMP SOM PRICE FOR
UNCLASSIfIED STRUCTURE ExCAVATI0N.5EE SECTION 412 OR
THE STAN�AR� SPECIFICATIONS.
45PHALT WEARING SURfACE IS INCLl1�E� IN ROADI7AY
OUANTITY ON ROADWAY PlANS.
THIS STFUCTURE HAS 6EEN DESIGNEO ]N 4CCORDANCE IYITH
HEC I8.'EVAW4TING SCOUR 4T BRIDGES", EIAY.2001.
FOR S1181AITTAL OF 1'IORKING ORAYIINGS.SEE SPECIAL
PROVISIONS.
FOR GROUT FOR STRUCTURES.SEE SPECIAL PftOVISIONS.
iHE StJBSiftIJCTIJRE OF THE E%ISTING E3RIDGE INOICATEO
ON THE PLANS IS FROA1 THE BEST INfOR1AATI0N
AVAILABLE.SINCE THIS INFORAIATION IS SHOWN FOR THE
CONVENIENCE OF THE CONTftACiOR,THE CONiRALiOR SHALL
H4VE NO CL4IId 1'IHdiSOEVEH ACAINST THE �EPARTl.IENT OF
TRANSPORTATION FOR ANY DELAYS OR AODITIONAL COSi
INCl1RRED BASED ON THE �IFFEftE�CES BETMIEEt! THE
E%ISTING BRIOGE SUBSTRUCTURE SH01Y11 ON iHE PLANS
AND THE ACTl1AL CONDITIONS AT THE PROJECT SITE.
THE BRIDGE IS LOCATED It! SEISMIC ZONE 1.
FOUNDATION NOTESa
FOR PILES,SEE SECTION 450 OF THE STANDARD SPECIFICATION. TESTING PILES PIITH THE P�A Ol1RING DRIVING.RESTRIKING OR
REDRIVIIIG IddY BE REOOIRED.THE ENGINEER 1'IILL DETERlAINE
PILES AT END BENT NO.IAND 2 AftE OESIGNED FOR A FACTORE� THE NEED FOR PDA TESTING FOR P�A TESiING,SEE SECiIO�`l 450
RESISTANCE OF BS TONS PER PILE.ORIVE PILES TO A ftE011IftE� OF THE STAN�ARD SPEQFICAiIONS.
�RIVING RESISTANCE OF 142 TONS PER PILE.
TOTAL BILL OF MATERIAL
VERiIU� 3,_0„% �,_9"
RE1".OVAL OF URC�ASSIFIE� BRIOCE STEEL 4"CONCRETE RIP RAP CEOTE%iILE
CLASS A REINfORCINC HP 12 X 53 PDA CONCRETE ELAST061ERIC PRESTRESSED
EXISTING STRUCTl1RE APPROACH PILE SLOPE CLASS II FOR
STRl1CiURE EXCAVATION CONCRETE SLABS STEE� STEEL PILES pDINTS TESTINC BARRIER pROTECiION IY-0"THICK) DRAINAGE BEdRINCS CONCRETE CORED
RAIL SLA85
lU:!P SUlA W�!P StllA CU. YOS. LUTAP SU!A L65. H0. LIN. FL EACH EACH LIN. FL S0. Y05. iONS S0. YDS LUl.!P SUTA N0. LIN. FT.
SUPERSTRUCTURE 110.25 10 550
END BENT 1 20.0 2999 5 50 5 70 55 60
END BENT 2 20.0 2449 5 100 5 56 50 50
TOiAL WUP SUTA Ll1MP SU1.1 40A �UI.IP SU!A 4898 10 I50 10 2 110.25 126 105 110 LUTAP SI11d 10 550
c9cn:i er : rnrtu otiE :
STEEL H-PILE POLNTS AFE REOUIRED FOR STEEL H-PILES.FOR
STEEL POINTS.SEE SECTION 950 OF THE STAN�AR�
SPECIFICATIONS.
PROJECT N0. 17BP,14,R,30
CHEROKEE COUNTY
STATION: 12+08v00 —L—
s�ve e: �..F r .-:.�v.-
�EPARTMENT OF TRANSPORTATION
r�_co:,
'°' GENERAL DRAWING
FOR BRIDGE OVER HAYES MILL
CREEK ON SR 1426 BETWEEN
I-74 AND SR 1374
�R'rf.('{�°,'nni:':efi,Y:. k�VI51G15
k } .� _ e�� o�iE: �a.
o�i�: II 5-2

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