20160380 Ver 1_401 Application_20160418

Carpenter,Kristi
From:
Sent:
To:
Cc:
Subject:
Attachments:
Ladies and Gentlemen,
McHenry, David G
Monday, April 18, 2016 9:25 AM
'Lori Beckwith ([e-mail])'; Chapman, Amy; Carpenter,Kristi;
Barnett, Kevin; [e-mail]; Chambers, Marla J; DeWit, Benjamin J
Deyton, Joshua B; Hill, Mark E; Shumsky, Michael J; Davis, Mark S
NCDOT, Bridge 309, Haywood - Nationwide 14 Application
NCDOT-Bridge No. 430309-Haywood-NWP 14 Application Pkg.pdf; NCDOT-Bridge
No. 430309-Haywood-plans.pdf
Please see attached for your review and comments is the subject permit application. If you have any questions, please
advise.
Thanks
Dave McHenry
Environmental Specialist
NC Department of Transportation/Division 14
828 586 2141 office
828 246 -7078 mobile
dqmchenrv(a�ncdot.qov
253 Webster Road
Sylva, NC 28779
; � � �► � ,r �
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.

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See S/�e/ f-B Po� Coment(onal Symbols
CLEARWG ON THIS PROJECT SHALL BE PERFORAhED
TO THE LIMITS ESTABLISHED BY METHOD II.
GR.4PHIC SCALES
ZO 10 0 20 40
PIANS
20 10 0 20 �0
_ �
PROFILE (HORIZONTAL)
4 2 0 4 8
PROFILE (VERTICAL)
DESIGN DATA
ADT 2012= 200
ADT 2034= 200
K = %
D = %
T = b%
V = 25 MPH
" TTST = DUAL
FUNC CLASS =
LOCAL
SUBREGIONAL TIER
�'1[`�7[°IE �]F 1'��]Eg�[`�� �AI$�1L,�1�A
���V����I�I �IF' ]�[��]Ei[�y ��I'�
HA YWOOD CO U1�TY
LOCATIOl�: BRIDGE N0.309 O1V SR 1373 OVER ROGERS COVE CREEK
TYPE OF WORIC: GRADING, PAVIIVG, DRAINAGE, AND CULVERT
�
� TO SR 1374
PROJECT LENGTH
LENGTH ROADWAY PROJECT = 0.032 MILES
LENGTH STRUCTURES PROJECT = 0.000 MILES
TOTAL LENGTH PROJECT = 0.032 MILES
NCDOT CONTACT: K. ZAK HAMIDI, PE
DES�GN BUILD PROJECT ENGINEER
, �
❑KUDZU COOP RO
SR /373 �
DB14A-430309
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LETTING DATE:
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SEE XX CULVERl PLPNS
/ � LOUIS BERGER
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T = 23J9
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ADDITIONAL INFORMATION AND COMPUTATIONS
DPA:AGE A�iA = 11 SQ.ALL-� LOCAlEO 1Wn IN MIIAOLOGIC FEG:ON i
SR 1009 5159
. _ ..... . �r. .__ _. .._._
q �io ION 110 �Rl = 1E) CR -> � L d F�l.mOi 19P51130 !FS
.... mv u. ' _. .'_ _ _. ____ ._ _ ._.
q= zo� NN �w �al ��o cFs -> I„'a e e eoor �r.o isaela<o ers
Q�= ]EB (OJ�>i' ]BB (131� 3l9 US-> I' N �ert.CCOi rn 19e51=a0 CFS ...
... _.. (H ..... ...
Oy� ]9B �ON �98 �11 <51 CFS-> � Med yl<�Oi ISd5�450 Ui
. ..... �y . . ..-v� . ..._.. _ .... . . .... .........
Oy= �]9 (6rV = 1]9 (13� = 5A6 RS -� Nci-..2� y 1�<COi r..Tn 14eS� 550 65
_� _._._. ._. _ ..... .....
q_ 5�5 �oN s�s ��I ess crs -> �,e-d r moi , ina.y ew cfs
_..._. .+-r o':. ...._ . .. __..
O�n= 0.51 fDAf 661(1]) - I53 CFS -a I.w 1H Lv I.CDOi .�rro 192i1 ]50 a5
. -or.. __ ______ .__._.
Q�e ]9��ON = J91�]) - SOJCfS-> Irw._edVst.CCOirtana1925fRW VS
____..._.........______ ___ _ _ _ ___._._._.............................._..........._._.............................
_._ _ __ . ._ _ _._.... _.._......
i.00moruinorzs
. __.. . .._ .......... .....
TOS i.ORC! WLLOF4 SU&AfG!O`UL IIF0. GV Of11,�E5-
.._. _. ...._. ._.. ..._._. ....._._. __-___
-ixo�ccrcouvu[s�mxioc.ifioo��.r�i•uuauF,rtucuuno:u ._... ......
.xe orw ,v5rw wx *xE o.sme s oee is u.�on+nmr 3et sarr._ __ , __
RIE Offl! <hFA fOT 1HE f O OSED CUIVFAi 6/SfFOA1VA1FlY 636 S�_Ff _
ALL ROY5 $NMED $XON PH)IICEO VIAiFR SUiFACE p£YAi10`15 Ai QOSS �ELTO`I 1036_ _
OF fnOfOSN CLtYfAT IN HKiAS 16.196' % 533' 60K
FR[� MIGHt OF Pl0<KAGE = I.d01'
SRE DATA
Dminoga beo l.R, SQ:A9...._........._._..._ �wre.U5G5 QUAO !.W CL1DE
.... __.....__ _.. ._.
R'rixiCas:n FRP:CH BROM _____ Ch N 0.UiAL
..... ___... .....
Skeom CYms3manon ISud az Trow. HI9F punin� Yla�er. Ncl _CV.SS <
........................ _ ..... _ ......
�olu an 6ssling Sh�Mvrv 1�..16'-6' NA i1A 0:1 iN1 IOISfS: E BIS:R'A GPYR'.1 POR 8 SIt15
. .___._. _._......... ..
. . ...........................................
�ebnsPo!entol Low X.lfndemle—FT5�
UPSii(EA51430385.1�v15'6' NA FlR ON 49FA45;
Omo on Sm�evrc Up and Dann Slrcom geT; T,�,_ CqpyO!A..p.gSL.d.SLL4S'69NC FOQ➢NG.__..
OO\M q30051.1[4i6'NA FIA ON SANAGE� BEN.6�p9UlkFNiS. WSI1f.G YOUM RUSO�RY
...... .. ........ ... ...... . . .......
Guge 5!otion No. l.ONE p ncd o(iccadn M1R ______ _.__.)m
Nm. Ui:Ao`9e nA _.. ....._ds D I �`A ..._....__ frNon"Y t�A ........
Historiml Flood Information: rv�x s�e� me mtean ovenror in[ aopowwr
......... Penod ol
-�Ce....._ �u _____h.ELFrt9.__...iT.Sou�a lA5.FR4NNN Knanfed9e)J_.)n
P od of
DWe..__.. .Elei ....._h6Y.Frc9 ......Yr.Scvm ._ . _..._ .__Kn n!d9e..._.)n.
A�lanuble H1Y Elei..YSYR ElEV =]566J ._...._._._F. No�molYlmnSuAo<e Dei..456i6_.....h.
U@80060 REIO
Iluvung's .IeNOB._..._ a 1,0:0J0 RIyM0B.0:060 O6M"v�cdFomRiYESfIGAIION
1:0 SRI�T FIS FfFfCME OAIF
Flood SNdY/S�oNs _._.0l03R ..... P,A,Na B61Z .__._...._FlaadnW 6!abssM1ed _NO......
Flood SNd 100 D'euM M1A eii; WS Dei. flo`ord�.�o NA µ'�r NA
� �c rge �_... _- A. aood.w� ..... A.
DESIGN DATA C�"O'son 1036
ff�Lotogiml M Ifiod __USGS iFG4FS510N EpUAl10�'S Slk ]009 5159 PEG�ON 1 .
H�drau' c � g IMA d!!��� ��O`l d:l tr SF<30.109 NWExS COVE CAEFX 5R 13JJ __.
�ttgnTlntei Q__._ d5fi Q.s _SOP.. �v 51..F¢,v .53].h:(isv 59....h
hIJCc.ert! O.".yG.-]d
Sedilm (cla] Ke 1(M1.O �� L� 0:1� A H 15 � ��
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W.IdVrioai' IV��I ......_A:� .............._fPs. NaNmI CYunrcl VeloolY (�u� -_..03................_1Ps.
Reqw�.d Out'N P�aletlian CL 11 PJP RPP
.. _ _ _ .. ........
WfORA1ATION TO- BE SHO\'M ON PV.NS
1Vi ELTolen � Rn Slotion 1036
Uez`9^: D�o�9e d$Q ds Frea n 75 . > De.. __$566) __._.F
o_=flaod O�ul�vge 650 �(s_ peq �vy . iOQ.._ _ 3 FI e__i56]85 ......F-
O.HOVTn O'sAo�9e d80 ._c(s Fe9 MY 45+A. > EIc...�56)3 ..._f�.
CULVERT SURVEY 8 HYDRAULIC DESIGN REPORT r��
�' N. C. DEPARiM1IEM OF TFPNSPORTATION
p ! DMSIDN OF HIGMYAYS
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RAIEIGH, N. C.
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BM °I BL STATION 8+57.25 40.71' RIGHT.B"SPIKE SET IN TOP OF A PINE STO�fP, -L- STA. 13+39.59, 40.96' RT. EL 2583.90'
CLASS II RIP RAP
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STA. 12+46.81 -L-
E%ISTING STRl1CTI1RE
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FOR UTILITY INFORlAATION,SEE UTILITY PLANS ANO SPECIAL PROVISIONS.Y
LOCATION SKETCH
RADE DATA
CREEK
CLASS II RIP RAP
(ROADYIAY PA7 ITEIdI
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1 I
1 � 24'CSP
GRADE POINT ELEVATION (J STA. 12+q6.8] -L- = 256735
BED ELEVATION (J STA.12*46.81 -L- = 2559.74
ROADIYAY SLOPES = S:I LT., 6:1 RT.
HYDRAULIC DATA
OESIGN �ISCHARGE = q50 C.F.S.
FPEOUENCY OF OESIGN FL00� = 25 YEARS
OESIGN HIGH V9ATER ELEVATIOH = 2566.T
DRAINAGE AREA = 1.20 S0.lAI.
BASE DISCHARGE (01D01 = 650 GF.S.
BASE HIGH V'IATER ELEVATION = 2567.85
OVERTOPPING FLOOD DATA
OVERTOPPING DISCHARGE = 480 C.F.S,
FREOUENCY OF OVERTOPPING FLOOD = 25� YEARS
OVERTOPPING FLOOD ELEVATION = 2567.2
w o
� �' �RAWN BY � J.I.IYI DATE : 11-2019
�°i CHECKE� BY : M1'. ��1F0.`;G pp7E ; 5-2015
H N
4� DESIGN ENGINEEF OF RECOR� : R.OECOLA OATE � 54015
ts io
�1�
� ��
��
EL. 2562
NOTES
ASSW.IE� LIVE LOAO --------- HL-93 OR ALTERNATE LOA�ING.
�ESIGN FILL 2.7'.
FOR OTHER DESIGN �ATA AND NOTES SEE STANDARD NOTE SHEET,SN.
THE RESIDENT ENGINEER SHA�L CHECK THE LENGTH OF CULVERT BEFORE STAKING IT OOT TO IAAKE CERTAIN
THAT IT V7ILL PROPERLY TAKE CARE OF THE FILL.
V E R T I C A L C U R V E D A T A - L- FOR BORING INFORlAATIO�,SEE GEOTECHNICAI REPORT.
FOR AD�ITIONAL INFORldATION REGARDING DRAINAGE,CRAOIkG,AND ROADYIAY,SEE ROA�I7AY PLANS.
'4.0000�1.0�0�'L +1.0000% +�0.0���/ THE �ETAILS SHOVYN ARE FOR GENERAI LAYOIIT ONL7,THE Sl1PPLIER SHALL PROVI�E �ESIGNS ANO DETAILS
FOR REVIEN AN� APPROVAL THAT l.1EET THE REOl1IREh1ENT5 OF AASHTO LRFD BRIDGE �ESIGN SPECIFICATIO�S,
PI = I2a05.00 -L- PI = 12+98.1] -l- SECTION 12,AND ARE SEALED BY A NORTH CAROLINA RECISTERED PROFESSIONAI ENGIkEER.
EL = 2566.93 EL = 2567.86 11NLE55 OTHERYIISE IN�ICATED,THE SUPPLIER SHA�L OESIGN,DETAIL.AND FURNISH ALL STRl1CTURAL
VC = 60.00' VC = 90.00' ELEIAENTS AND HARD47ARE.
THE EXISTING STRl1CTl1RE CONSISTINC OF ONE 16'-6"SPAN CONSISTING OF TIMBER FLOOR ON
TIAIBER JOIST,END BENTS ON TIl.!BER CAPS V4ITH TIl.!9ER POSTS AN� SILLS SHALL BE RElAOVED.
THE E%ISTING BRI�GE IS PRESENTLY POSTE� BELOY/ THE LEGAL LOAD LILIIT.SHOl1LD THE STRUCTORAL
INTEGRITY OF THE BRIDGE FORTHER OETERIORATE,THIS LOAD LIldITATION A1AY HE RE�UCED AS FOOND
H 0 R I Z 0 N T A L C U R V E D A T A - L- �ELESSARY Dl1RING THE LIFE OF THE PROJECT.
THE S1185TRUCiURE OF THE EXISTINC BRIDGE IN�ICATED ON THE PLANS IS Fft@.1 THE 9EST INFORlAATION
PS STA.12+73.57 -L- AVAIIABLE.SINCE THIS INFORMATIO� IS SH04YN FOR THE CONVENIENCE OF THE COMRACTOR,THE
0= 23"-26'-563"ILTJ CONTRACTOR SHALL HAVE NO CLAIId YIHATSOEVER AGAINST THE DEPARTIAENT OF TRANSPORTATION FOR ANY
0= 20°-06'-13.6' OELAYS OR ADDITIONAL COST INCURRED 8ASE0 ON DIFFERENCES BETYIEEN THE EXISTING BRIDGE
l= 116.64' S1185TRUCTURE SH017N ON THE PLANS AND THE ACTl1AL CONDITIONS AT THE PROJECT SITE.
T= 59.15' REldOVAL OF THE E%ISTING BRI�GE SHALL BE PEflFORl.!ED 50 AS NOT TO ALLOV4 �E6RIS TO FALL INTO
R= 285.00' THE 17ATER.THE WNTRACTOR SHALL RElAOVE THE BRIDGE AND Sl1BlAIT PLANS FOR �ElAOLITION IN
ACCOROANCE IYITH AftTICLE 4024 OF THE STAN�AR� SPECIfICATIONS.
FOR CULVERT DNERSION OETAILS AND PAY ITEM,SEE EROSION CONTROL PLANS.
THE CONTRACTOR SHALL STAKE OUT THE LENGTH OF CULVERT FOR ENCINEER REVIEY7 PRIOR TO OROERING
CULVERT.
CONTRACTOR YlILI lAAINTAIN THE ALIGNMENT OF THE AWI.ffNU!A CULVERT SECTIONS Dl1RING
BACKFILL.
FOR SUBMITTAL OF YlORKING OflA19ING5.SEE SPECIAI PROVISIONS.
fOR FALSEV'IORK AN� FORIAYlORK,SEE SPELIAL PROVISIONS.
FOR CRANE SAFETY,SEE SPECIAL PROVISIONS.
FOR GROUT FOR STRl1CTURES,SEE SPECIAI PROVISIONS.
FOR ALIIlAINUTA BOX CIJLVERT, SEE SPECIAL PROVISIONS.
FOUNDATION NO
1J EXCAVATE 12"BELOW THE BOTTOld OF CULVERT AND REPLACE Y/ITH FOUNDATIO� CONDITIONIkG lAATERIAL.
2Jt1N�ERCUT SOFT OR LOOSE SOILS A 1AA%IldlJhl OF 2 ADDITIONAL FEET BELOW THE BOTTOl.I OF THE
FOU�DATION COkDITIONING lAATERIAI AS DIRECTED BY THE ENGINEER.
TOTAL STRUCTURE OUANTITIES QUANTITY UNIT
REldOVAL OF E%ISTING STRl1CTURE [J 12+q6.e] -L- N/A LS
FOUNDATION EXCAVATION (a $TA. 12t46.81 -L- N/A LS
ALll1AINUlA BOX CULVERT cil STA. 12+96,81 -L- ��/p LS
FOONDATION CONDITIONIRG lAATERIAL cJ 12+46.81 -L- 7z TONS
�'E Sl1RVEY -L-
24�'0' � 2��'�� . 20�_O.
]eJ - �-' �
EL 2561.93 �.256L1� -- I -_
EL 256136
E1.2561.23
EL 2561.61 �EI
PROFILE ALONG � CULVERT
APPROXIlAATE NATURAL
-__-�GROl1ND LINE
EL 2559.88
EL.2560.75
2561.36
PROJECT No. 17BP,14.R.128
HAYWOOD COUNTY
sTanoN: 12+q6e81 -L-
SHEET 1 OF 3 FEPLACES
5111E OF KriiM V?.OV11
DEPARTMENT OF TRANSPORTATION
0.LLU
GENERAL DRALYING
FOR 22'-9" X 5'-4"
ALUMINUM BOX CULVERT ON
SR 1373 AT ROGERS COVE CREEK
BETWEEN SR 1374
AND IRENE VERNON RD.
PRELIb1INARY PLANS
w nor o.a mx rn�srnurno�
� THELOUISBERGERGROUP,Inc. M1e Bri oAiE�
,co,er.:eF�-m�xs��,�<o0 9
FE'+3n.l:C R1Ecs3]u
KC COA Nn F-0,°r'� �
C-i
3
c

ROADYIAY FILL SLOPE
EL.
SORVEY -L-
EL.2559.74
GftA�E 1.20%
PROFILE VIEW ALONG � OF CULVERT
FILL SLOPE 6:1
EL 2559.51
PLAN VIEW
NOTE NATIVE lAATERIAL CONSISTS OF EIATERIAL THAT IS E%CAVATED FROlA THE
STREAIA BEO AT THE PROJECT SITE �IIRING COLVERT CONSTROCTION.NATIVE
lAATERIAL IS Sl1BJECT TO APPROVAL 8Y THE ENGINEER AND ldAY BE SOBJECT
TO PERIAIT CONDITIONS.
w
w
LL
(9
��
PROPOSED ELEVATIONS
EP INLET 256737
CENTERLINE ROA�WAY 256735
EP OUTLET 256733
TOP OF HEADY/ALL INLET 2567.29
TOP OF HEADYIALL O�TLET 2566.89
INVERT INLET 2559.96
INVERT OUTLET 2559.51
� SEE PLAN VIEW
�� Cl1LVERT
��
INLET & OUTLET
SILL & BAFFLE DETAIL
��f Cu�vEaT
MID-CULVERT
SILL & BAFFLE DETAIL
LOCATED IN IAI�DLE OF CULVEFT IPERPENOICULAR TO � OF NLVERTI
NOiE
SILL DETNLS SHALI BE PROV�OED
6Y MANUFACiURER.
PROJECT No. 17BP,14.R.128
HAYWOOD COUNTY
sTarioN: 12+q6,81 -L-
SHEET 2 OF 3

� E CULVERT
INLET END VIEW
� C�LVEFT�
OUTLET END VIEW
PROJECT No. 17BP,14,R.128
HAYWOOD COUNTY
STATION: 12+46.81 -L-
SHEET 3 OF 3

Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name Brid�e 430309 on SR 1373 (Kudzu Loop)
2. Name of Property Owner/Applicant NC Department of Transportation
3. Name of ConsultandAgent: N!A
•Agent authorization needs to be attached.
4. Related/Previous Action ID number(s): N/A
5. Site Address: N/A
6. Subdivision Name: N/A
7. City: Wavnesville
8. County: Hapwood
9. Lat: 35.533472° N Long: -82.970725° W (Approx. Project Center)
10. Quadrangle Name: Clyde (35082-E8-TF-024)
I1. Waterway: Ro�ers Cove Branch (C)
12. Watershed: French Broad River (06010106)
13. Requested Action:
X Natianwide Permit # 14
General Pernut #
Jurisdictional Deteimination 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 Pwpose:
Site/Waters Name:
Keywords:

1'ransportation
April 18, 2016
Ms. Lori Beckwith, NCDOT Regulatory Project Manager
U. S. Army Corps of Engineers
I 51 Pntton Avenue, Room 208
Asheville, NC 28801-2714
PAT McCRORY
Gorrmor
NICHOLAS J. TENNYSON
Srrremr y
Subject Nationwide 14 Permit Application
Repince Bridge No. 430309 on SR 1373 (Kudzu Loop) over 2ogers Cove Branch
H�ywood Counj�
St�te Project No. 17BP14.R.128 (DB14A-a30309)
(DWR Minm• Permit Fee �240.00)
Dear Ms. Beck�vith:
The North Carolina Departmcnt of Trausportation (NCDOT) is proposing ro repince the subject
bridge. The existing 20' W x I T L(span) timber bridge needs to be replaeed due to deterioration
and insu�cient width. The proposed replace�uent sh�ucture will be a 22'9" W(spau) x 5'4" H x
3T6" L aluminum box culvert on a 1.2% slope and I05° skew. The culvert inlet, mid-point, and
outlet will have LS H sills with 5' W x 6" D notches to help retain stream bedload, maintain a
b�se flow channel width, and facilitate fish passage. An off-site detour will be used while the
bridge is removed and the culvert is consh ucted in the same location.
Enclosed are a PCN application, preliminai}� jurisdictional fonn, SI IPO forms, culvert avoidauce
and miuimization forms, Division of Mitigation Seivices mitigation acceptance letter, pl�n sheets
showiug the proposed work, e marked vicinity map, a USGS quacl map, photographs, and other
suppo�ting pro.lect information.
The North C�rolin� Natural Heritage Program d�t�base ���Ts checked for records of threatened
and endangered species. There are S1 species Iisted for Haywood Connty thathave federal status.
The bog �urtle (Gl��p[e»»�s nnJrlenbergii) is listed as threateued due to similarity of appearance to
the listed noithern bog turtle. Bald e�gle (Hnlineetus leucocephalus) is listed under the IIald and
Golden Eagle Protection Act (HGPA). Nine species, Carolina no�theru tlying sqairrel
(G/nucomys soln•inus co(ornh�s), gray b�t (itl��oiis grisescens), Indinna bat (iYL��o1is so�lolis),
AppalTchian elktoe (dlasmidonla rorene/irnm), spruce-fir moss spider (d�licrohe.��m•a iurntlivngn),
small tvhoiied pogonia (Isoh•ia inedeoloides), spreading aveus (Gernu radiotrnn), rock gnome
lichen (G��ninorterma linern•e), and noithern long-eared bat (nd��otis septenh•ionalis, NLEB) Tre
kno�vn from current records and are listed as eitlier thre�tened or endangered. According to the
USPWS, Ha}�vood County is now considered occupied sunuuer rTnge for Indiana bats and
NLEB.
Appalachian elktoe are found in some well-oxygenated streams with moderate to fast flo�ving
water and stable, mised substrates of silt, sand, gravel, and/or cobble. Streams that suppo�t this
mussel are typically much lerger than Rogers Cove E3ranch. The only records in Haywood
County are from the Pigeon River and the lo���er portions of the East Pork Pigeon and West Fork
�Nothing Compares`�.�
S�mteofNotlLCarolina I Depatlinento(TmnspotlalionlDi�isionl4
2iJ WtbslzrRood I Syhr,NohhCnmlinn28779
Phona S2R-SSG-21d1 I Fa� 828-iS6J013

B-430309 Page 2 April 18, 2016
Haywood
Pigeon rivers upsti�eam of Canton; there are no records from a��y tributaries to these rivers. The
Pigeou River is about 2.5 miles downstream of Uie bridge site aud this reach of the river is over 8
river miles do�vnstream of occupied mussel l�abitat.
With rare esception, gray bats roost in caves year-round and Indiana bats and NLEB winter in
caves or mines with stable, but not freezing, cold temperatures. Tliis project only involves a
small bridge replacement, so conshvction work will not e�tend far fi�om the existing right-of-�vay
into areas where caves could occur. There are no caves or mines visible ne�r tlie bridge and,
accordiug to USGS d1ta, the nearest underground mine is over 10 miles away. Therefore, gray
bats and hibernating Indiana bats and NLEB �vill not be affected by the p�roject.
In summer, Indiana bats and NLEB generally roost on sh•uchu•es or under the loose bark of trees,
either dead with peeling bark or cavities, or live trees with shaggy bark such as white oak,
maples, sycamore and hickories. The bridge tvas smveyed on June 1, 2015 and there were no
roosting bats or any evidence of bat usage (i.e. staining or g�iano). The structure is only a fe�v
feet above the water surface and very cool underneath. There are no known NLEB hibernacula or
maternity roost trees �vithiu 0.25 mile or l50 feet, respectively, of the bridge site. Therefore, the
project sliould be consistent with exceptions for incidental take outlined in tlie NLEB Final 4(d)
rule. Tfie construction work may require tlie removal of 2-3 large willow trees near the bridge.
To protect Indi�na bats, any obstructing trees will be removed fi•om October l5 to April l5
(winter clearing). With this measw•e, we recouunend a"may affect, not lilccl,y to adversely
affecP' determination for Indiana bat.
Small whorled pagonia general ly occurs in open, dry, deciduous woods with acid soil, though
habitats can include slopes along streams and mesic forest witli white pine aud rhododendron.
Land use adjacent to the bridge is maintained road shoulders, lawns, and landscaping. There is
no l�abitat near the bridge capable of suppo�ting small whorled pagonia.
The Carolina northern flying squirrel, rock gnome lichen, spruce-fir moss spider and spreadiug
avens are found in sp�lice-fir forests and other isolated high elevation locations in �vestern North
Carolina. However, rock gnome lichen is an exception because it can occasionally be fow�d at
lower elevations in deep river gorges with liigh humidity or on some vertical rock faces that are
periodically wet. Tlie bridge site l�as an elevatiou of only 2,580 feet and Iacks rock faces and
other habitat conditious required by these species.
The project is limited in scope. Erosion and sedimentation control measures will be implemented
to minimize adverse effects of tlie work on aquatic habitats. Habitats for listed species appear
lacking at tlie project site and none of these species were observed during field visits. For these
reasons and those discussed above, �ve recommend that a detenuination of"uo eSfect" on listed
species apply to this project, except for bats as noted above.
This project was revietved by NCDOT's Human Environment Unit in 201 I. Surveys were not
required for historic struchires or archeological resources �vitli determinations of no effect (see
attached forms).
NCDOT best management practices will be used to miuimize and control sediment�tion and
erosion on this project The construction foremau will review all erosion control measures daily
to ensw�e sedimentation and erosion controls are being effectively controlled. If the devices are
not fimctioning as intended, they will be replaced immediately with better devices.

B-430309
Haywood
Impacts to Watcrs of tl�e United States
Page 3 April I8, 2016
Rogers Cove Branch (DWQ Class: C) is shown on the USGS topographic map as a perennial
stream. The channel is well defined with a substrate of sand, silt, gravel, and rock attd is
approximately 5 feet in widtl�. TUe sh•eam has safficieut flow to support fish and ot6er aquatic
life. Rogers Cove Branch flows to Richland Creek, �vliich then flows to the Pigeon River (about
2.5 miles downstream of the bridge). Tl�e Pigeon River meets the definition of a Traditional
Navigable Water (TNW). For these reasons, we believe Rogers Cove Branch is a Relatively
Pennanent Water (RPW) and is under the jnrisdiction of the U.S. Army Corps of Engineers. In
order to wnstruct tlie project, it rvill be necessa�y to impact waters of the United States in the
French Broad River Basiu (CU 06010106). Specifically, NCDOT is requesting to replace Bridge
No. 430309 �vith an aluminum box culvert. Listed below is a summary of the proposed impacts.
Net
Site No. �xisting Condition Proposed Condition Impacts
(feet)
1 TimberBridge 22'9" W(span) x 5'4>' H X 3g' L 38
Aluminum Box Culvert
�A Free-Flowing Rogers Cove Impe�vious Dike and Flow �� 5
Branch Diversion
�B Stream Banks and Bridge Rip Rap StabilizationlFloodplain 38
Abutments Benches (Calve�t Inlet)
IC Stream Banks and Bridge Rip Rap Stabilization/Floodplain 35
Abutmeuts Benches (Cnlve�t Outlet)
Total Permanent Sh•e�m and Tributaiy Impacts for Culvert 38'
Total Tempora�y Stream Impacts fm• Impeivions Dike and Flow Diversim� 115'
Total Peimanent Impact for Banlc StaUilizatiov and Floodplein Benclies 73'
Permits Requested
NCDOT is liereby requesting authorization under Section 404 of the Clean Water Act to proceed
�vith the construction project outlined above. By copy of this letter, I am asking Mrs. Marla
Chambers, Western NCDOT Review Coordinator, of the Noith Cairolina Wildlife Resources
Commissiou (NCWRC) to commeut directly to you concerning the 404 Natiomvide Permit
request.
I am also requesting authorizatiou under Section 401 of the Clean Water Act from the North
Carolina Department of Environmental Quality (DEQ), Division of Water Resow�ces (DWR). In
addition, 1 am asking Mrs. Chambers and Mr. Ben DeWit, EI, Roadside Enviromnental Pield
Operations Engineer (NCDOT), to comment di��ectly to me concerniug this pennit request.

B-430309 Page 4 Aprill8,2016
Haywood
If you have any questions or need additional information, please contact Mr. Josl� Deyton at (828)
488-2131 or me at [phone]. Your early review and cottsideration will be greatly
appreciated.
SincePe y,
N«� `i�" �/� /
't � ave McHenry /
Division 14 Environmental Specialist
Enclosures
cc: Ms. Amy C6apman, Division of Water Resources — DEQ, Raleigh
Ms. Kristi Carpenter, Division of Water Resources — DEQ, Raleigh
Mr. Kevin Baruett, Division of Water Resources — DEQ, Aslieville
Mr. Attdrew Henderson, Biologist, US Fish &Wildlife Service, Asheville
Ms. Marla Cliambers, Westeni NCDOT Review Coordinata•, NCWRC, Albemarle
Mr. Josh Deyton, PE, Division 14 Bridge Program Manager, NCDOT, Bryson City
Mr. Ben DeWit, PE, Roadside Euvironmental Field Operations Engineer, NCDOT
Mr. Michael J. Shumsky, PE, Design-Build Engineer, NCDOT, Raleigli

O�O� WATe9�G
�n T
� r
O T
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
Corps: � Seclion 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: N/A or General Permit (GP) number: 14
1c. Has lhe NWP or GP number baen verified by the Corps? � Yes ❑No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Cerlification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality 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 miligation bank or in-lieu fee program proposed for mitigation � yes ❑ No
of impacts? If so, attach lhe acceptance letter from mitigation bank or in-lieu
fee program. (NC Division of Mitigatlon Services)
1 g. Is the project located in any of NC's (wenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located wilhin a NC DCM Area of Environmental Concem (AEC)7 ❑ Yes � No
2. Project Information
2a. Name of project: Replace Bridge No. 309 on SR 1373 (Kudzu Loop) over Rogers Cove Branch
2b. County: Haywood
2c. Nearest municipality / town: Lake Junaluska
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or State ��gP.14.R.128 (DB14A-430309)
Project No:
3. Owner Information
3a. Name(s) on Recorded Deed: NoAh Carolina Department of Transportalion
3b. Deed Book and Page No. N!A
3c. Responsible Party (for LLC if Dave McHenry, Dfvision 14 Environmental Specialist
applicable):
3d. Street address: 253 Webster Rd.
3e. Ciiy, state, zip: Sylva, NC 28779
3f. Telephone no.: 828-586-2141
3g. Fax no.: 828-586-4043
3h. Email address: dqmchenry�a ncdot.qov
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if dffferent from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: N/A
4c. Business name N�A
(if applicable):
4d. Street address: N/A
4e. Ciry, state, zip: N/A
4f. Telephone no.: N/A
4g. Fax no.: M/A
4h. Email address: NIA
6. AgenBConsultant Information (if applicable)
5a. Name: N/A
5b. Business name N/A
(if applicable):
5c. Street address: N/A
5d. City, state, zip: N/A
5e. Telephone no.: N!A
5f. Fax no.: N!A
5g. Email address: N!A'
Page 2 of 10

B. Project Information and Prfor Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1 b. Site coo�dinates (in decimal degrees): Latitude: 35.533472 Longitude: -82.970725
1 c. Property size: N/A acres
2. Surtace Waters
2a. Name of nearest body of water (stream, river, etc.) to Rogers Cove Branch
proposed project:
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: French Broad River Basin (HUC 06010106)
3. Project Description
3a. Describe the existing conditions on the site and lhe general land use in the vicinily of the project at the time of this
application:
The site includes a timber bridge on a paved secondary road. Landscape is primarily residential yards with some
agricultural fields and wooded lots.
3b. List the total estimated acreage of all existing wetlands on the property:
N/A
3c. List ihe total estimated linear feet of all exisling streams (intermittent and perennial) on the properly:
250
3d. Explain lhe purpose of fhe proposed project:
To replace the substandard timber bridge No. 430309 wilh a 22'9° W x 5'4' H aluminum box culvert on existing location.
3e. Describe the overall project in detail, including the lype of equipment to be used:
A� off-site detour will be used. The stream will be temporarily dewatered around the bridge site, the bridge removed,
culvert constructed, and culvert inlet and outlet stabilized with rip rap and benches. Track hoes, dump trucks, bulldozers,
paving equipment, water pumps, sandbags, dlversion pipe/impervious barriers and various hand tools will be used to
accomplish the work.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinalions by the
Corps or State been requested or obtained for this propeAy / � yes � No ❑ Unknown
project (including all prior phases) in lhe past?
Comments: N/A
4b. If lhe Corps made the jurisdictional determination, what lype � preliminary � Final
of determination was made7
4c. li yes, who delineated the jurisdictional areas? Agency/Consultant Company: NJA
Name (if known): N!A Other: N/A
4d. If yes, list the dates of the Corps jurisdictlonal determinations or State determinations and attach documentalion.
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 lhe past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.3 December 10, 2008 Version

C. Praposed Impacts Inventory
1. Impacts Summary
1a. Which seclions were completed below for your project (check all ihat apply):
❑ Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construclion
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this queslion for each wetland area impactad.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem ora
W1 ❑ P❑ T N/A N/A ❑ Yes ❑ Corps N�A
❑ No ❑ DWQ
WZ � P� T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W5 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts N/A
2h. Comments: N/A
3. Stream Impacts
If there are perennial or intermitlent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Slream impact Type of impact Stream name Perennial Type of jurisdicfion Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermiltent DWQ — non-404, width (Ilnear
Temporary (T) (INn7 other) (feet) feet)
S1 � P❑ T Culvert Installalion Rogers Cove � PER � Corps 5 38
Branch ❑ INT � DWQ
S1A ❑ P� T Flow Diversion/Dike Rogers Cove � PER � Corps 5 115
Branch ❑ INT � DWQ
S1 B� P � T Rip RaplBench Fill Rogers Cove � PER � Corps 5 38
(Inlet) Branch ❑ INT � DWQ
S1 C� P❑ T Rip Rap/Bench Fill Rogers Cove � PER � Corps 5 35
(OuUet) Branch ❑ INT � DWQ
S2 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S3 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total Permanent Stream and Tributary Impacts for Culvcrt 3S'
Total Pcrmanent Stre�m nnd TrlUuta�y Impacts for Rip Rap Banic Stabilization and Floodplain Benches �3'
Total Temporary Stream I�upacts for Impervions Dil<es and Flow Diversions 115'
3i. Comments:
Page 4 of 10
PCN Form — Version 1.3 December 70, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, ihe Atlanfic Ocean, or any ofher open water ot
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 applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Tem ora
01 ❑ P❑ T N/A N/A N/A N/A
02 ❑P❑T
03 ❑P�T
04 ❑P❑T
4f. Total open water impacts N/A
4g. Comments: N/A
5. Pond or Lake Construction
If ond or lake consfruction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose of (acres)
number pond Floode
d Fllled 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 N/A N/A N/A N/A N/A N/A
5g. Comments: N/A
5h. Is a dam high hazard permit required?
❑ Yes � No If yes, permit ID no: N/A
5i. Expected pond surface area (acres): N!A
5j. Size of pond watershed (acres): N/A
5k. Method of conslruction: N/A
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti ation, lhen ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin7 N/A ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number — Reason BuHer 2one 1 impact Zone 2 impact
Permanent (P) or for Stream name miligation (square feet) (square feet)
Tem ora im act re uired?
B1 ❑ P❑ T N/A N/A � Nos NIA N/A
B2 ❑P❑T ❑Yes
❑ No
83 ❑POT ❑Yes
❑ No
6h. Total buffer Impacts N/A N!A
6i. Comments: N!A
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoldance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The aluminum box culvert was designed to meet the hydraulic needs ot the site. The culvert will be on a 1.2% grade and
will be buried 1-foot into the stream substrate. Three (3) notched sills will be added lo reduce velocity and maintain a
natural channel widih and aquatic life passage during periods of low flow (see plan sheets).
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construclion techniques.
All instream work will be pertormed in a dry work area using an impervlous dike and diversion to divert the water around
the project site. Appropriate BMPs according to the approved erosion and sedimentation control plan will be installed on
the project prior to culvert installation.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does ihe project require Compensatory Mitigation for �Yes ❑ No
impacts lo Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all lhat apply): ❑ DWQ �Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this � Payment to in-lieu fee program (NCDMS)
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter) Type NIA Quantily N/A
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. � Yes
4b. Stream mitigation requested: 38 linear feei
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool � cold
4d. Buffer mitigation requested (DWQ only): N!A square feet
4e. Riparian wetland mitigation requested: N/A acres
4f. Non-riparian wetland mitigalion requested: N!A acres
4g. Coastal (tidal) wetland mitigation requested: N/A acres
4h. Comments: N/A
5. Complete if Using a Permittee Responsible M(tlgatlon Plan
5a. If using a permittes responsible mitigafion plan, provide a descripiion of the proposed mitigation plan.
N/A
Page 6 of 10
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No
buffer mitigation7
6b. If yes, then identify the square feet of impact to each zone of ihe riparian buffer ihat 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) N!A
Zone 2 1.5
6f. Total buffer mitigation required: N/A
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-liau fee fund).
N/A
6h. Comments: N/A
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified � yes � No
within one of the NC Riparian Buffer Pratection Rules?
1 b. If yes, lhen is a diHuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments: NIA
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 Plan? � Yes ❑ No
2c. IF this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If lhis project DOES require a Stormwater Management Plan, then provide a brief, narrafive description of the plan:
Project is covered by NCDOT Individual NPDES Permit No. NCS000250.
❑ CeAified Local Government
2e. Who will be responsible for the review of the Slormwater Management Plan? ❑ DWQ Slormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local governmenfs jurisdiction is this project? N/A
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
❑ USMP
apply (check all ihat apply): ❑ Water Supply Watershed
❑ Other:
3c. Has ihe 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 appty): ❑ Session Law 2006-246
❑ Other:
4b. Has ihe approved Stormwater Management Plan with proof of approval been
altachedT ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentatlon (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federallstate/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes° to the above, does lhe project require preparation of an
environmental document pursuant to the requirements of lhe National or State ❑ Yes � No
(North Carolina) Environmental Policy Act (NEPA/SEPA)7
1 c. If you answered "yes° to the above, has the document review been finalized by the
State Clearing House? (If so, altach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments: N/A
2. Vlolatfons (DWQ Requirement)
2a. Is lhe site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an a(ter-the-fact permit applicalion? ❑ Yes � No
2c. If you answered "yes' to one or both of the above questions, provide an explanation of the violation(s): N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated Tuture impacts) result in � Yes � No
addikional development, which could impact nearby downstream water quality7
3b. If you answered "yes" to the above, submit a qualitalive or quaniitative cumulalive impact analysis in accordance with ihe
most recent DWQ policy. If you answered "no; provide a short narrative descriplion.
This is a rural secondary road. The bridge is being upgraded to standard load limits and width to improve safety for the
traveling public. The bridge (culvert) upgrade is not anticipated to have any significant impact on fulure development.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail fhe ultimate treaiment mefhods and disposition (non-discharge or discharge) of wastewater generated irom
the proposed project, or available capacity of the subject faciliiy.
N/A
b. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will fhis 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 ❑ No
impacts7
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
� Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat7
North Carolina Nalural 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 whether your site would impact Essenlial Fish Habitat?
N!A—There are no marine or estuarine communilies within the Blue Ridge Physiographic Province.
7. Hlstoric or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area lhat the state, federal or tribal
governments have designated as having historic or cuitural preservation � Yes � No
status (e.g., National 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 6ridge project was reviewed by NCDOT's Human Environment Unit in 2011 and surveys were not required so there
should be °no effect" on historic architecture or archaeological resources. These findings have been approved by the
Stale Historical Preservaiion Office (SHPO) through MOA with NCDOT (see altached forms).
8. Flood Zone Deslgnation (Corps Requirement)
Sa. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No
Sb. If yes, explain how project meels FEMA requlrements: FEMA requirements were taken into consideration by the NCDOT
Hydraulics Unit during the design of the bridge (see attached Hydraulic Report in the plan sheets)
8c. What source(s) did you use to make the floodplain datermination? NC Floodplain Mapping Program
�
Dave McHenry / ,� `� ��% / _ 8'
Division 14 Environmental Specialist � p..- � �/`
ApplicanUAgenPs Sig ure Date
ApplicanUAgenfs P�inled Name (AgenPs signature is valid only if an authorization letter Bom the
applicant is provided.)
Page 10 of 10

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Haywood County Bridge tt309 on SR 1373 over Rogers Cove Branch June 1, 2015 Photographs
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Haywood County Bridge q309 on SR 1373 over Rogers Cove Branch June 1, 2015 Photographs
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Haywood County Bridge tf309 on SR 1373 over Rogers Cove Branch June 1, 2015 Photographs
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�� \
.1 ,.. :
En vironmen tal
Qualit}�
Apri111,2016
Mr. Mark S. Davis
NCDOT Division 14 Environmental Supervisor
North Carol'via Department of Transpodatio��
253 Webster Road
Sylva, Nortlt Caroliva 28779
PAT MCCRORY
DONALD R. VAN D[R VAART
��A,J�I M �k,J
APR 1 1 2016
Dear Mr. Davis: �I tl I�I�� �(�
SubjecC Mitiga[ion Acceptance Letter:
Division 14 Project, Replace Bridge 309 on SR 1373 (Kudzu Loop) over Rogers Cove Creek,
Haywood Cow�ty; WBS Element 17BP.14.R.128 (DB14A-430309)
The purpose of this letter is to noti£y you that the Divisimi of Mitigation Services (DMS) will provide tl�e
compensatory stream mitigation for the sabject project. Based on the iufonuation received on April 8, 2016, the
impacts nre located in CU 06010106 of Uie Prench Broad River basin in tlie Soutliern Mountains (SM) Eco-Region,
and are as follows:
French I3road Stream Wetlands Buffer (Sq. Ft.)
06010106 Non- Coastal
SM Cold Cool Warm Ripariw Zone 1 Zone2
Ri arian Marsh
Impacts 38.0 0 0 0 0 0 0 0
(feeVacres)
Tlus impact and associated nutigalion need were under projec�ed by the NCDOT in the 2016 'unpact data.
DMS will conunit to implement sufficient compensatory stream mitigation credits to offset [he impacts associated
with this project as delemilned 6y the regulatory agencies using the delivery timeline lis[ed in Sectioi� F.3.c.iii of [he
In-Lieu Fee Instrument dated July 28, 2010. If lhe above referenced impact amounfs are revised, tl�en this
mitigation accep[ance letter will no longer be valid and a new mitigation acceptauce letter will be required from
DMS.
8420.
If you have any questions or need additional 'u�f'onvation, please contact Ms. Betli Hannou at 919-707-
Sincerely,
`<'`,��
JamQs . S�anfill
Credt anagement Supervisor
cc: Ms. Lori Beckwith, USACE— Asheville Regulatory Field Office
Mr. Josh Deyton, P.E., NCDOT— Division l4 Bridge biau�tenance Engineer
Ms. Linda Fitzpatrick, NCDOT — PDEA
File: SR 1373 — Bridge 309 — Division 14
�. �'Nothing �'ompares`��.
4ateol4:ortl�Caiollrs� En:lmnmculalqe�llty
IG'JI fdnii5er:iceCE�ne1 j Oalrigh,koilhGlro!Iw27L5}IQ�I
919-]p7�f,'F.OJ

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUNDINFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION WDl:4-�a-zo�s
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
NC Depadment of TranspoAation, Dave McHenry, �ivision 14 Environmental Specialist
253 Webster Road, Sylva, NC 28779
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Replace bridge 430309 on SR 1373 (Kudzu Loop) In Haywood County
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: Hary� City: '/�'aynes�ue
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.533472 °N; Long. -s2.s�o�2s °W.
UI11V@fSB� Tf811SV2fSB MB�CBtOf: 321331.5,3933991.9Zone17
Name of nearest waterbody: R�e� c��e B�a�u,
Identify (estimate) amount of waters in the review area:
Non-wetland waters:
zoo linear feet: 5 width (ft) and/or acres.
Cowardin Class R3ug+
Stream Flow:
Wetlands: Na 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

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
� Office (Desk) Determination. Date: 4-+3-2o�s
� Field Determination. Date(s): s-�-zo�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
aonlicant/consultant: Ncoor
❑ Data sheets prepared/submitted by or on behalf of the
a ppl i❑cant/consu Ita nt.
Office concurs with data sheets/delineation report.
� Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
� USGS 8 and 12 digit HUC maps
❑✓ U.S. Geological Survey map(s). Cite scale & quad name: +�z4k ciYae
❑ 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)
QPhotographs: ❑ Aerial (Name & Date): or
Q Other (Name & Date): eaos s-�-zo�e
� Previous determination(s). File no. and date of response letter:
� Other information (please specify):

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre-construction notification" (PCN), or requests verification for a non-reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, 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 CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

Estimated
amount of
aquatic Class of
resourcein aquatic
Site Number Latitude Longitude Cowardin Class revlew area resaurce
1 35.533472 -82.970725 R3UB1 200 linear feet Non Section 10
— non-wetland

This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
necessarilv been verified bv the Corps and should not be relied upon for
later iurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
/�`"G i�°`� T�/,i/�
Signature and date
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

NO SURVEY R�QUIRED FORM
PROJECT INFO1tMATION
Project No:
WBS No:
Str. 430309
17BP.14.R.54
Ca:mty:
Doctmrent.•
P�ojecf Tmckiiag No. (/nlerna! Use)
11-��-�1�%
Haywood
PCE or Minimum Criteria Checklist
F.A. No: N/A F:mdrng: � State ❑ Federal
Federal (USACE) Permit Required? � Yes ❑ No Permit Type: NWP 3 or NWP 14
Project Descriptiat: Replace Bridge No. 309 over Rogers Cove Creek on SR 1373.
SUMMARY OF CULTURAI. RESOURCES REVIEW
BrieJdescriptron ojrevietiv activities, results of revietv, and conclusions:
Review of HPO quad maps, HPO GIS infonnation, historic designations roster, and indexes was
undertaken on September 2, 2011. Based on this review, there are no existing NR, SL, LD, DE, or SS
properties in the Area of Potential Effects, which is 75' from the centerline each way and 300' from each
end. Cuaent Haywood County GISlTax information indicate that there are several structures within the
APE, two over fifty years of age, PIN 8617-82-9422 contains a 1932 house, however Bing Maps "Birds
Eye" view and Google Maps "Street View" wncluded Wat it has been heavily altered and is not NR
Eligible. Modem Mobile homes occupy the rest of the parcel. PIN 8617-92-0731 contains a house built
in 1930, however Bing Maps "Birds Eye" view and Google Maps "Street Vie�v" concluded that it is not
NR Eligible. Other structures within the APE are modem homes and various outbuildings including
detached garages and &ame sheds. There are no historic structures within the APE, and No Survey is
required. In addi[ion, Bridge No. 309 is not NR eligible based on the NCDOT Historic Bridge Inventory.
BriejEaplanation of why the mailable i� formation provides a reliable basis for �•easonably predicting
fhat there m•e no :midenlifred hislaric properties in the APE:
HPO quad maps and GIS infonnation recording NR, SL, LD, DE, and SS properties for the Haywood
County survey, Haywood County GIS and tax information, and Bing Maps `Birds Eye" view and Google
Maps "Street Vie�' are considered valid for the purposes of determining the likelihood oF historic
resources being present. There are no historic resources present and no survey is required.
SUPPORT DOCiJMENTATION
See attached: Maps, tax cards.
FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL NO SURVEY REOUIRED
ARCHAEOLOGY ISTORIC ARCHITECTURE (CIRCLE ONE)
"No Sun�ey Required"fwm/u�A/nivrTraru(wnnlionYrojec[r as O�mlftdln !he 1007YmgrammolicAgrcemrnl.
� NCWT A�chaeology & BislnricArcdilecmre Gronp�

i i-os-oio�
Google Maps Birds Ey�e View
"d�o Sun�ey Rrqulrcd"fann fa� hlino� Transpur(niion Prajeols ns Ovo(ified iu lhe ?UO] Prngrnmmutir Agreemenl.
NCDOT Aid�oeology R Hislaric Archileclure Graupv

Pagc 1 of 2 _,
N�
P[inted: J1 AOG 2011 - by 0 Hay�.'ood Cow[y IIC PzopeiLy Remid Card page: 1
CAR� 1 OP 1 Tau Year : 2011
Oescrip[ion Tac �is[ric[s
Pazrel : 86ll-92-0�31 58 %U�ZO LOOP R109 4 N195-p209 501 N:IALUSI(A SA[IITAAY UIST
' F04 LAI(i .NtlALUSFA FIRE OIST
- OAl:ER II]FOW.NTIOL - I - PROPERPY FACTOFS - I - SALFS lI1FORMATS011
� �
ACCT: 155220 FOnLER, BEVERLY L � Topography � pa[e Sales Price Vld Bk/Pg
SB Y.UO2U LOOP � R ROLLI[:G � 06/d5/OJ 80,000 Y 562/910
HAYtIESVILLE, I1C 2B]86 � �
Land NY.t Adj Stree[s/Roads
P PAVEO
HISCEL4VIe0U5 It1FOPNATIOA - I - El1TRAtICE IIlFORFIFTIOII - I —- VAGUE SfN`fARY
� �
To�.nship : 16 WAYtiESVILLE � pa[e 'i}�[oe Souxce Appzaisex I Assessed NaEent
Addaess : 58 XU�ZU LOOP � O1/OS/11 8 G��A I Land . 31,00� J1,000
i��a ose : I � eiay . si,000 si,000
tbzhoad : 16R063 IRI�ZU L�OP � � io[ App[ . 82,000 82.000
1!ap : 0619.09 � I pefei . 0 0
Class : R1 RESI�E[TIAL 1 � � tle[ Tasable : 82,000 9I,000
Re¢:arl:s:
L'o RemarY.s on Eile
-- LS:.`IJ OATA --
� t$H TYP6 SI2E
1 A HP H0:-0ESI�E PRI4'ARY 1.00
2 A HR HO:AESITE RESIOUA 0.13
TOtal Acies : l.11
-- OOSB[RLOI[:GS ---
OLOGq TYPE F:iH OESCRIpPIOH
z co a cuwce, trt+ext+xsxeo
UIIT
PRICE GRAOE :A0.1
30,D00
1,500
cana mcals
__________ V A L U E 5________"__
APPR OHFER TA%
30,000 0 30,000
1,000 0 1,000
31,000 0 33�000
YFAR EFF YR
RE:�tARKS iCO:iP SPORI¢S AREA GRD BOILT BOILT CO:Ip PHYS FIP.]C ECO:]
ioo i.o eis ��+•
End of Page 1
❑
P[inCed: 31 AUG 1011 - by 0 Hayaood County t]C Property Record Card
c+,rso i oe i
Paacel : B6ll-92-09J1 58 KUOZU TAOP tl109 G k195-R204
tr.mei : 155220 FOfvLeR, 6EVEItLY L
-- - BOIL�It]G DESCRIPTIOP
VAL HEfH00 : R
❑SE CO�E : p p'dELLII]G
OCNPffi:CY : SF SII:GLE FAMILY
STYLE : COlNEi1TIOHAL
ElBR STORIES : 1.0�
FALL HEIGHT
FOIP.lOATIOt! : @1 COi-C.{iALL;COSC.BLOCft
EX'IERIOk HALL : HAR�BOARO PNifL
YR BOILT / EFP : 193�
WIV➢ITID:1 : A AVERAGE
GRA�E �
oesxc:i er,aoa
BASEN.EI.ri' AREA : CO BASEIAEHT
A'I'i'IC AREA : t:0 ATTIC
FIN OPPER STORY : t.0
@lFIW OPPER STORY : GO
RD0:15 / BOfU15 / J
FULL / I1ALF BAYHS : 1/ 0 AIIDL FSX: 2
FIREPLqCE TYPE/C�S:
FIREPLACE OPE;IICGS: 0 CHI11:lEY151: 0
AIR CO:� PCC .
SPftI[MLER FCT
HEATIl:G YYPE ; F FORCB� H� AIR
FIARI(ES FACI'OA
} C09PLETE : 300
OESCRIF'1IOA : 1.�/5
REFIARKS
cnno i o�eoxcon:c vr,uue
----A16+---Al2t
A19
+-ABt
A96 W CB
IM !Si �
1068 !69 !
+-CB♦
A26
k-B9a-A20--i
BB BB
OP !
!69 !
rr.x va�,ae
e,soo
6,600
Page: 2
SCALE IS ]:716
http://ivaps.haywoodnc.net/prc/8617920731_l.txt 9/1/2011

Page 1 of 2
��
Psinted: Jl AIIG 2�11 - by 0 Hayvood Cowty L'C Property Remrtl Card Pa
ge: 1
CARD I OF 1 T� Yeai : 2011
�esc[ip[ion Sax DisCric[s
Parcel : 8619-82-9800 59 ICw20 LO�P 501 .IUNALUSKA SNIITARY DISY
F09 LAXE JULALUSF:A FIRE pIST
OAHER IPFOW1FTIOt] --------------- I------- PROPERTY PACTORS -------- I------- SALES ItlFORI.WTIOA --------
ACCS: 31964 FII^IEY, FRAt12ISKA 1 � Topogiaphy I Oate Sales Pri[e Vld 9k/Pg
59 AV02V LOOP � R ROW.II:G � O1/31/94 a 11 390/199
HAtt125VILLE, 0C 28]B6 � I
� Land IAkt Adj Stree[s/Aoads �
� P PAVE� I
IIISCELLlllEOpS I0FOW1ATTON -------------- I------ Et1iRAl:CE IGFORI"ATI0:1 ------
Township : 16 NAY!lESVILLE � Da[e Type Souxce Appiaisev
Address : 59 xoozu �ooe � oi/os/ii e cax
Land USe : I
I:bi'haod : 16R063 RU�ZU LOOP �
N.ap : B61i.04 �
Class : R1 RESS�EilCIAL 1 �
Re¢azks:
FR STG
--- LAII� DATA --
q 1!TH TYPE
1 A HP HO:�ESITE PRUTARY
To[al A[ies : 0.66
--- OVIHOIL�ZI:GS ---
OL�GM TYPE FiTH OESCRIPTSO:1
2 CP 0 CARFORT
] STG P SIORAGE
- VALIIE 5[]i::APRY
Assessed Nzzent
'--d . 24,�00 29,000
91dg . 8],000 fi],000
xot Appr . 111,000 111,000
pefer 0 0
tlet Taxable : 111,000 ll1,p00
OtiIT - V A L U E S
522E PRIC& GRA➢£ FAD.} ApPR pEFHR TA%
0.66 36,30a 29,000 0 24,000
Land Tota15 29,�00 0 24,000
Prin[ed: 31 AOG 2011 - by 0
CnRn 1 OF 1
Paacel : 8610-82-9B00 59 KODZU LOOP
O'aner : 31884 F]tRlEY, FdAtlZISKA T
REApR%S
YEAR EFP YR
kCO:dP STORIES AREP GRO BVILT BUILT CO:iIJ PHYS F@:C EC03
ioo i.o zso
100 1.0 1
End of Page 1
Naywood County HC Property Record Caxd
------------- HVIL�ILG �ESCRIPTIOP ------- —
VAL HETHOO : R
OSE COOE : � �nELLIHG
P.COPAGCY : SF SIY.GLE FN:IDY
srn,e : mrrvs�rrxo:�t+�.
��ea sroaxes : i.00
HALI. HEIGNT
FO[RIUATI0:1 : �1 CO:lP.HALL;C011C.BiACK
EXYERIOR HA.L : VI[NL
YA BOILT / EFF : 19'!1
C0:l�ITION : A AVERAGE
GAA➢E C-
�ESIG:] PACTOR
BASEY.ENT AREA : 30] @�PSIlISHE�
ATTSC AREA : GO ATTIC
FIt! OPPER STOAY : CO
@]FS�i UPPER SiORY : HO
RO�:iS / BORiiS / 3
FULL / HALP HATHS : 1/ 0 A��L FZ%: 2
FIREPL4CE TYPE/CNP: FIREPLACE/OAE STORY/1
FIREPLPCE OPEt]I11G5: 1 CHIp�lEY�S�: 1
AIft COti� PCT .
SPRIIMLER PCT
HEATIt]G TYPE : W WALL/FIAOR EURtlAC6
MARI(EC FACTOR
i C04PLETE : 10�
pESCRIPTIOl1 : 1.0/5/B
RCINRKS
CARO 1 OUPBUIL�IHG VALpE
i--A1N -B26 -♦
� i
Al2 912
B12 OP
312
i
a----B26A26---+
A31
A33
MA I
+--Al2+ 1230
I
A14
C19
C29
♦---C26A26---a
C10
G�
598
TA% VALpE
z,soo
500
3,aao
Page: 2
SCAL£ IS ]:220
Itttp://maps.hay�voodnc.net/prc/8617829800_l .txt 9/1 /2011

Page 1 of 2
Printed: 31 A[IG 2011 - by 0 Hay�.�ood Cow[y P.0 Proper[y Recoid Cazd Page: 1
CAft� 1 OF 1
Tax Year : 2011
oescription Sax Oistricts
Paicel : 861�-82-9922 13i5 COIR� RD 501 JU:IAGUSKA SAtlITARY OISP
1B Kt1�ZU LOOP F09 LAKE JUtVALUSIth FIR£ OIST
36 KWZO LOOP
48 KOOZ� IAOP �
---------------- ONt]ER It]FORAfATION -----"------ I------- PROPERTY FA�ORS ------- I----- SALES It1FOR1.ATI0:1 -------
ACCT: 180220 RATHeONE, HAGGI6 �ALE NAtRlAF[ LT I I
/ � Topography � pate Sales Price Vld 6k/Pg
, HAA.IAH, �OOGLAS F1 � R ROLLIOG I 12/22/00 0 [] 48]/2999
C/0 WOGLAS NAtRlAH
12]5 COIRISY R� � Land Mkt Adj Stiee[s/Roads � 0 N 405/13J3
NAYIIESVILLE, L'C 29086 P PAVEO I
MISCELLAt]E0�5 INFORN�ATI0:1 ------------ i------- EtRRALCE It1F0RM1fATI0:1 ------- I--------- VALOE SNL�ARY --------
TO'mship : 16 fIAY[lFSVILLE I OaCe Typ2 SouiC2 Ao L215¢i I
p � Assessed current
Addiess : 12]5 CO@RT R� �I QS/OS/ll 9 61!>! I Land . ]J,S00 ]3,100
Land Use : � Bldg . 9,50o SJ,900
[:bihoad : 16R063 IN�ZU LOOP � Tot Aop[ . 9],000 89,000
11ao : 861].09 I � pefer . 0 0
Class : Rl RESIDEIlPIAL 1 � � He[ T�able : 6],000 B9,OOD
ReRarks:
2 SFIIH/PP (FIAGGI¢ RATH60tlEI
--- LPIiO �ATA --
H IITH TYPE
1 A HP HO':ESIiE PRIMARY
2 A HR HO::ESITE RE'SIOOA
Total Acres : 1.91
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APPR pEFER TAX
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3,100 0 3,300
JJ,300 0 33,100
YEAR EFF 1R
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IRR 100 1.0 382
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�IXIG HA1R1A}t'S AIII"CH 100 1.0 1,020
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Printed: 31 AUG 2011 - by 0 Hayvood Cowty t:C Pzopex[y Recozd Card
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Page: 2
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http:/hnaps.haywoodnanet/prc/8617829422_l .txt 9/1/2011
5�

NO SURVEY REQUIRED FORM
PROJECTINFORMATION
Projec! No:
WBS No:
STR.# 430309
17BP.14.R.54
F.A. No.� n/a
Federa! (USACE) Permit Reguired?
Cou,rty.•
Documenl:
ProjeN Tmcking No. (/n(ernai Use)
11-OS-0107
Haywood
PCE/CE
Funding.� � State ❑ Federal
� Yes ❑ No Permit Type: Natiomvide
Projec! Descriplion:Low impact bridge replacemenl ofBridge No. 309 over Rogers Cove Creek on
SRI373 (Kudztr Loop) in Haywood County, North Carolina. The s[ructure ivi!! be replaced in place
u[ilizing an ojf-site delour during constr:tclion activilies. Minor drlch-lirre impacls are scheduled !o occur.
The archaeological APE for 1he project measures /SOf! in ivid[h (75ft lalerally from each side of Ihe
SR1373 center-line) and 600j[ in length (300ftfran each brrdge endpoinl).
SUMMAI2X OF CULTURALRESOURCES REVIEW
Briejdescrip�ion ofreview activilies, resu!!s ofreview, and conclusions:
A map review and site file search was conduc[ed at the Office of State Archaeology (OSA) on Tuesday,
September 6, 2011. This work disclosed the location of no previously recorded arohaeological sites
situated within the projecPs APE or directly proximal to the APE. Most of the archaeological sites
recorded in the area contain prehistoric components and are located several miles north of the curcent
project area along the Pigeon River. No existing National Register of Historic Places (NRI-IP), State
Study Listed (SL), Locally Designated (LD), Determined Eligible (DE), or Surveyed Site (SS) properties
are within or proximal to tl�e defned APE as well. Topographic maps, historic maps (NC Maps website),
NRCS soil survey maps (Sf�, EvD), archaeologicaUhistorical reference materials, aerial photographs
(NCDOT(Haywood County GIS) and the Google Street View map application were utilized/inspected by
the culwral resource specialist to evaluate factors that may have contributed to historic or prehistoric
settlement within the project area; and to assess the level of modern, residential, agricultural, or other
erosive disturbances that may have impacted any potential resources contained within the project
construction footprint.
BrrejExp/anation of ivhy !he avai/a61e injor�nalion provides a reliable basis jor reasonably predic[ing
fhal there are no unidenlrfred hrstoric properlies in 1he APE:
USDA soil survey maps ofHaywood County illustrate that the majority of the project area (central
floodplain portion) is characterized by Saunook-urban land complex 2% to 1 S% slopes (SfG�, a gently to
strongly sloping soil within areas of urban land, bracketed by (EvD) Evard-Cowee complex 15% to 30%
slopes. As most prehistoric and historic archaeological sites in the region are chiefly relegated to flat land
surfaces arid slopes of less than 6%, the topography and urban land complex soils of the project area,
along with the extremely restricted and diminutive construction footprint, present a low probability of
containing intact significant archaeological resources.
Relatively few archaeological resources have been recorded in the vicinity of the ptoject area, though this
does not necessarily reflect a potential lack of resources here. It simply signals a sampling/survey bias as
few compliance-driven improvement projects necessitating archaeological survey have been conducted in
this residential portion of Haywood County directly north of Lake Junaluska. Likewise, a review of local,
"No Survey Reguired"farmJorMinwTrmrponalion Piojeus m Ouol Jrd in ihe 1007 piogrammalmAgreemml.
NCDOTArchaedogy & HB�wic ArchilrHure Groupt

county, and regional historic maps did not reveal any structures, features, or any other evidence of past
historic occupation in the projecPs AP&. This is not to say that past occupation of the project area did not
occur, but rather the maps inspected tended ro focus on physical attributes of the landscape and the more
homogeneous political and social features.
Finally, the Google Street View map application revealed that the hvo northern project quadrants are
characterized by disturbances associated with driveways on both eastern and western sides of SR1373, as
well as residential landscapes and signi6cant slope (ne quad). The southem quadrants were marked by
numerous residential disturbances (mobile homes, graded parking areas) and sloping ground surfaces near
the southem APE boundaries. The urban comple7c/sloping soils of the project study area, the lack of
undisturbed and long-term prehistoric residence sites nearby, the dismrbed nature of the maintained
SRI373 right-of-way corridor and those residential areas abutting it, and the diminutive and restricted
character of this state-funded construction effort make it highly unGkely that any significantcultural
resources or archaeological sites would be present within the APE as currently defined. No further
archaeological work is advocated for the Bridge No. 309 (Haywood County) replacement project.
SUPPORT DOCUMENTATION
See attached: � Map(s) � Previous Survey Info ❑ Photos
❑ Photocopy of County Snrvey Notes
FINDIlVG BY NCDOT CULTURAL RESOURCES PROFESSIONAL
NO SURVEY REOUIRE
Resources
QCorrespondence
"No S�m�ey ReguirrA"%rm fo�Mirror 8wvponoiion Projecu nr Qual�edin ihe 1007 P�ogrammalic Agreemeni.
NCDOTArc7aeologv & HirloncArd�i�enurcG�oups
Date

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