B-5982 Haywood February 1 2024

Permit
Drawings

H i hwa
gSYormwateY
,,,..,.,,
(Version 3.00; Released August 2021)
North Carolina Department of Transportation r°
Highway Stormwater Program a
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element: 47814.1.1
TIP/Prof No: B-5982
County(ies): Haywood Page 1 of 2
General Project Information
WBS Element:
47814.1.1
ITIP Number: B-5982 Project Type: 113ridge Replacement I Date: 8/10/2023
NCDOT Contact:
David S. Stutts, PE
Contractor / Desi or:
Eric Berger, PE
Address:
1000 Birch Ridge Drive
Raleigh, NC 27610
I
Address:
940 Main Campus Drive, Suite 500
Raleigh, NC 27606
Phone:
919-707-6442
Phone:
919-741-5780
Email:
dstutts(r ncdot.gov
Email:
[e-mail]
City/Town:
Clyde
Count ies :
Haywood
River Basins :
French Broad
I
I CAMA County?
No
Wetlands within Project Limits?
Yes
Project Descri tion
Project Length lin. miles or feet):
0.28
SurroundingLand Use: Rural Residential/Some Industrial
Proposed Project
Existing Site
Project Built -Upon Area ac.
2.9
ac.
2.5 lac.
Typical Cross Section Description:
4@12' lanes with 2@10' inside shoulders separated by a concrete barrier
4@12' lanes with varying shoulder widths
Annual Avg Daily Traffic (veh/hr/day):
I Design/Future:
44000 1 Year: 2042
I Existing: 1 34000 1 Year: 1 2022
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
This project involves the replacement of existing bridge NO. 430095 on US 74 over Southern Railroad. The proposed bridge was designed to minimize impacts to water quality as
much as possible. 1.75:1 side slopes with guardrail were used to reduce impacts to the associated wetland from about STA. 21+25 to 25+25 -L- RT. Also, Energy dissipator pads
were utilized at pipe outfalls to dissipate the water before entering wetlands.

Highway North Carolina Department of Transportation
Stormwa
„<,,,ter .. � Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 3.00; Released August 2021) FOR NCDOT PROJECTS
WBS Element: 47814.1.1 TIP/Prof No.: B-5982 County(ies): Haywood Page 2 of 2
General Project Information
Waterbody Information
Surface Water Body (1): Pi eon River
NCDWR Stream Index No.:
5-(7
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Pigeon River
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
Yes
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body?
INo
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
Surface Water Body (2): 1 UT to Pigeon River
NCDWR Stream Index No.:
5-(7)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Stream B
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
No
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body?
N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

ROW PLANS
TO
E WAYNESVILLE
STATE OF NOR`JC'1H[ CA1F,O1L,dNA
D][\Vl[S1[ON OF 1H1[GHWAI'S
HAYWOOD COUNTY
LOCATION: TOWN OF CLYDE — REPLACE BRIDGE
430095 ON US 74 OVER BLUE RIDGE
SOUTHERN RAILROAD
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND
STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
END BRIDGE
—L DET— STA.18 +
BEGIN BRIDGE
BEGIN TIP—L_DET— STA.17+52.88
PROJECT B-5982
—L— STA. 10 + 47.00—L_DET—
US 74
.91 4
o,
e
SITE 2
-Y4-
NORTHWOOD DR. --- -----� ,
US 74
L— —L DET EB— L-
- —
BEGIN BRIDGE
rn
-L- STA.19 + 59.80 z END B DGE
w o —L— STA. 21 + 04.80
�m
0
g
END TIP PROJECT B-5982
—L— STA. 27 + 00.00
IUS 74
WWI I
SITE 1
PERMIT DRAWING
SHEET 1 OF 10
5
TO
1-40WA-40E
THIS IS A CONTROLLED ACCESS
PROJECT WITH ACCESS BEING
LIMITED TO INTERCHANGES.
DOCUMENT NOT CONSIDERED FINAL
CLEARING ON THIS PROJECT SHALL BE PERFORMED UNLESS ALL SIGNATURES COMPLETED
TO THE LIMITS ESTABLISHED BY METHOD II
Prepared for the North Carolina Department of Transportation HYDRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH In the Office of.
ADT 2022 = 34,000
rhb
50 25 0 50 100 F�"N ,hF ¢�®WS
ADT 2042 = 44,000 LENGTH OF ROADWAY TIP PROJECT B-5982 = 0.286 MI. ,,; ®�
I( = 8 % LENGTH OF STRUCTURE TIP PROJECT B-5982 = 0.027 MI. 2018 STANDARD SPECIFICATIONS
PLANS D = 55 % TOTAL LENGTH OF TIP PROJECT B-5982 = 0.313 MI. RIGHT OF WAY DATE: MARK A. COLGAN, PE P.E.
PROJECT ENGINEER SIGNATURE: ca
50 25 0 50 100 T = 9 % * APRIL 28, 2023 ROADWAY DESIGN s
V = 65 MPH LETTING DATE: ENGINEER
PROFILE (HORIZONTAL) * TTST =5% DUAL 4% KYLE F. SMIACH, PE
MAY 21, 2024
10 5 0 10 20 FUNC CLASS — PROJECT DESIGN ENGINEER
FREEWAY NCDOT CONTACT DAVID S. STUTTS, PE
PROFILE (VERTICAL) STATEWIDE TIER PROJECT ENGINEER -ROADWAY DEsrcx PE
SIGNATURE.-

S6. PERMIT DRAWING
B' Bss'f SHEET 2 OF 10
N 4/59'IS•E
147,93'
FILL IN WETLAla6- N 3135'31•E
29.69'
* j MECHANIZED CLEARING (GRUBBING)
DETAIL 4 DETAIL 5 DETAIL 6 FALSE SUMP
STANDARD N'DITCH LATERAL N.. DITCH FALSE SUMP fF
SPECIAL CUT DITCH vaHINGE
Nat to stole) INo1 to Scale) (Not to srole) INotro S-)
O�^
Npfurol Noluml N Outside Ditch �ZQ•_
Groan .� Groun Nvlurol '�� Slope Ground re Ic orw ,0.\ 20:7 I�
D Tuck GeofeaNle Groun d D 1 h1. oc c From GI O
° mum ol1N Tuck Geotanilaµp 4. b' tie D. \P
cry N Minimum of 1NTYVF1' / D F�� Slopa
Gent 16 Geotextile
Min. D=1.5 Ft. Min. D=1.5 R. VSS 6'0• �- Min. D= 1.0 Ff. S=Ditch Slope 4 Proposed Ditch
T e of U.-CLASS B RIP RAP d=1.5 Ft. d=1.5 Ff. AT STA. 13+11 -L- LT
Type of Liner=CLASS B RIP RAP 4 '(STA. 12+20 TO STA. 13+00 A- LT AT STA. 15+11 -L- LT
7= STA. 20+40 TO STA. 21+25 -L- LT 0 F .12+20 TO STA. 13+00 -L- RT AT STA. 17+11 A- LT
FROM STA. 21+25 TO 50 -L- IT FROMEIBTA. AT STA. 19+26 -L- LT
7.63' T A 15+25 -L- RT
S 83'37'10' E 122\E
�/24.03'
_nn5' E
/ S 84°21'37' E
T TEMPORARY FILL IN WETLAND / 33.64'
FENCE
POST
CHARLES Du11LtJL.. /
DB 719 19 P PG 1743
0.At
i9
EIP
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s
a
SPECIAL CUT DITCH
WHINGE
SEE DETAIL 6
Ul JTO. IU'T(/U.UU
=� T��
----
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W/HINGE
SEE DETAIL 6
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BEGIN MEDIAN BARRIER
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0 SEE DETAIL 8
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O
+' GLorFxTILL Min. D-1.5 R.
C Mox.d-1.5 R.
0
E a is 1 4.0' 8=2.0 R.
C TY of Liner- CLASS I RIP PAP b=4.5-5.0 R.
FROM STA. 15+25 TO STA. 15+97 -L- RT
c DETAIL 9 50/ o/ 100,
N STANDARD BASE DITCH
( No1ro Sc°1.)
Nofurol N-I
� Ground I.7 ,),� Ground
d GRAPHIC SCALE
Geole Il g Min.-
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Mpx.d=1.5 Ft.
M'hen It is , 6.0' B=2.0 Ft.
Qq
of Liner- CLASS B RIP RAP
-HI
."
FROM STA.2D+60 TO STA.21+25 -L- RT
M/
O CC
/ WOODS
CLASS I RIP RAP `�•�\�\H�/�7.
EST TONS
1
EST 5 SY GEOTE%TILE
RETAIITV'TER' SE
W/CLASP I RIP
SEE PSH 211-01
L��
F;
VHB Engineering NC, (C-3705)
940 Main Campus Drive, Suite 500
Raleigh, NC 27606
// --F
WOODS
1£ m
PROJECT REFERENCE NO. SHEET NO.
B-5982 4
RNO SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL I
UNLESS ALL SIGNATURES COMPLETED
.46 O
LATERAL V DITCH ROGER WILLIAM FRICKS
W/CLASS B RIP RAP DB 856 PG 2463
EST 175 TONS SITE 2
EST 490 SY GEOTEXTILE
EST DDE=65 CY
SEE DETAIL 5
F
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REMOV ..IN N
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LOWCHORD=258
CLEARANCE=2
0 1
END SBG
N m -
10�4�MP JAI
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\
STANDARD B DITC
�110 WOODS N
VE
W/CLASS B RI �C4P
SLOPE=20.4SLOPE=1.9%
n, . STANDARD BASE DITC O�
L=106 FT
TONS
L=25 FT :�
11 EST DDE=5 CY
H
F-
_50
\ E SY GE�TE
ET IL 12 -
M
OEIP
5T DD = -
F -- F F NV=2
HEDGE
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41
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1
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11
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x
x �1 EST 7 SY GEOTEXTILE
z 1J SANDRA D. NELSON
DB 949 PG 2143
CLASS
ESP' SY EO MILE
HEDGE O�\Do'� 7
Itgo7IERAL AS DITCH
s tj//r4 T p RAF
7T 100 SY EOT ILE
�' �' n S%g5• 1V7 E T DDE=15 CY
EIP
\SEA' DETAIL 1p I I ( \ \ 1 I
'S0 •W 4,F'°
HAROLD LENIER COLLINS n0 °^�/56 1 W
DB 928 PG 1090p0 = s ie"• .p, w -EY3- POT Sta. /6+2/A5 1
DB 782 PG 2353 2 -
/ ( Sto.=]]+00 -l- RT Sfo.=24 -Ir RT
DA - .6 AC AC
/ C=0.5 Tc=10 R® =0.5 Tc=10 MIN
^"�°9 ERNEST HOWELL JACKSON n0=5.1 INHR� ° A, 1110=5.1 INHR
BETTY LOUISE FAGAN DB 486 PG 874 DB 623 PG 1375 w GV11o0=z.e s
=1.9 FcpCF
1 =0.3 FT=0.3 FI d10=0.4 FT
DETAIL 10
LATERAL BASE DITCH
I N"t swi=)
b
Grouts :7 D l,N. fill
d
GE-ILE g
Min. D=1.5 F.
_ Mox. d=1.5 Ft.
'Vlben B is < 6.9' 8-2.0 Ff.
Type of Liner= CLASS B RIP RAP b-5.0 Ff.
FROM STA. 21+25 TO STA. 22+00 -L- RT
s=0.047 FWT s=0.019 FM
STANDARDABASE DITCH liner 0.0
CIASS B RIPRAP I-m-GRAsS
SEE PERMIT DRAWING SHEET
No1o5ca1e' 3 OF 10 FOR ENLARGEMENT /
N-I N°Nrnl
Groun 7 ,5.\ Greund
D
Min. D=1.5 Ft.
g=3.0 R. PAVEMENT REMOVAL
FROM STA. 23+75 TO STA. 24+00 -L- RT
FOR -L- PROFILE SEE SHEET 6 & 7
W

PROJECT REFERENCE NO. I SHEET NO.
F
MC
SITE 1
SITE
1
WO
'9' 411113\�\
7
�P
T
vhb
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
Raleigh, NC 27666
ILW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 3 OF 10
FILL IN WETLAND
*- * MECHANIZED CLEARING (GRUBBING)
TEMPORARY FILL IN WETLAND
5' 0' 10,
INSET GRAPHIC SCALE

S6. PERMIT DRAWING
B' Bss'f SHEET 4 OF 10
N 91�9'IS•E
147.93'
FILL IN WETLAla6- N 3135'31•E
29.69'
* MECHANIZED CLEARING (GRUBBING)
DETAIL 4 DETAIL 5 DETAIL 6 FALSE SUMP
STANDARD N' DITCH LATERAL . DITCH FALSE SUMP f F
SPECIAL CUT DITCH vaHINGE
Nat to Scole) INo1 to Srple) (Not to Srole) IN°tro S-)
O�^
NpNrn1 Nmum1 N Outside Ditch _z a•_
Groun N.urol ~� Slope Ground r�a Ic orw ,0.1 20:7 '1 I
Tuck GeofexNle Groun d D 1 h1. oc c From GI O
° mum ol1N Tuck Geotanilaµp
RY% Minimum of 1NTYVF1' Slopa
Gaotenile Geotextile
Min. D=1.5 Ft. Min. D=1.5 Ft 3S A.0' Min. D= 1.0 Ft. S=Ditch Slope 4 Proposed Ditch
T e of U.-CLASS B RIP RAP d=1.5 H. d=1.5 Ff. AT STA. 13+11 -L- LT
Type of Dner=cLA55 B RIP RAP s '(STA. 12+20 TO STA. 13+00 -L- LT AT STA. 15+11 -L- LT
7= STA. 20+40 TO STA. 21+25 -L- LT 0 F .12+20 TO STA. 13+00 -L- RT AT STA. 17+11 -L- LT
FROM STA.21+25 TO S 0 -L- LT FROMESTA. AT STA. 19+26 -L- LT
7.63' 7 A 15+25 -L- RT
S 83'37'l0' E 122\f
/24.03'
_nn5' E \ -fin
/ S 84'21'37- E
T TEMPORARY FILL IN WETLAND / 33.64'
FENCE
POST
CHARLES DuI ILtJL.. /
DB 719 19 P PG 1743
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_-" - _2GI I
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U 7 E M C 5 79 NB BST
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BEGIN MEDIAN BARRIER��
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HTR
DETAIL 8
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CLARENCE SHELTON INm s=°ie)
DB 775 PG 1145 b
OL G - Fill
/+ r°un d ?I D Iht' Slope
y GLorFxTILL B
C Min. D-1.5 R.
O Mox.d-1.5 Ft.
E •w>,en B is 1 6.0' B=2.0 F.
CI Type of Liner- CLASS I RIP RAP b=4.5-5.0 R.
0
FROM STA. 15+25 TO STA. 15+97 -L- RT
C DETAIL 9
w
N STANDARD BASE DITCH
(No1ro 5<°le)
Nofuml N°Nr°I
(r Ground I.7 ,),� Ground
w d D
d
NGeofexfile g Min.-
,0. Mox. d=1.5 Ft.
M'hen B is , 6.0' B=2.0 Ft.
Qq
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ti= FROM STA.20+60 TO STA.21+25 -L- RT
M/
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i 0•
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4, Y4 \
STAN0RD V
W/CLASS B R
\
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L-88 FT
'
\
EST 45 TONS
\
EST 120 SY C
EST D -15
SEE DETAIL 4
C �T
5 /
CLASS I RIP
EST TONS
EST 1j 5. SY GEOT 1Lk
RETAIN LATERAL BA
SEE PSH RIP R
4 SEE PSH 2B 01
,p
"N 928MPGR 1090 COL NS
DB 782 PG 2353
/BETTY LOUISE FAGAN
DB 486 PG 874
DETAIL 10
LATERAL BASE DITCH
I Not swi=)
b
Grouts :) D 1"hi. fill
d
GE-ILE g
_ Mox.d=1.5 Ft.
'Vlhen B is < 6.08=2.0 Ff.
Type of Liner= CLASS B RIP RAP b=5.0 Ff.
FROM STA. 21+25 TO STA. 22+00 -L- RT
DETAIL 11
SPECIAL CUT DITCH .HINGE
I Not 10 Sc°le)
N.urpl
Ground
b' Fro.
47 Q\fie` Difch
d D / Slope
6.0' la Geofexiile o
Min. D=1.5 Ft. Minimum of1N(IYP)
d=1.5 Ft. Genex 1.
Type of Liner=CLASS I RIP RAP
FROM STA 15+On Tn STA 15+95 _I_ RT
¢S .
P���
Y11
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
Raleigh, NC 27666
PROJECT REFERENCE NO.
SHEET NO.
B-5982
4
R1W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL I
UNLESS ALL SIGNATURES COMPLETED
-Y4- POT Sta.10+00.00
O
4
Sto. /0t35.46
NO LATERAL y OITCH / GER-WILLIAM FIi1CK5 -
N A W/CLASS B RIP-1 AP PG 2463-
�� ` ST 175 TONS
ET 490'SY G EXTIL� �' SITE-
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SEE DETAIL Y
l+ Al -Y4- PT Sta.0+9694
CH F/ \` -Y sta. /2+6625
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\_ ` END SBG F �\ - -
RE P� P 47 / STANDARD BASE DITCH _ H
MOVE 3 OL fn `. W/CLASS RIP RAP �TANDABASE DITCH
F 04 SLOPE=20,1.94% PE /
.. L-106 25 T
FT -L F
F =1 \ EST 50 TONS -, - ^EST DDE 5 CY
EST 140 SY GEOTEXTILE
F / SST DDE-20 C -
° F,,- tTT SEf DETAIL 9 � - F --F i F tw_cs2s
O - LB-•/` M VE
40
II
G CLASS - RIA RAP
SE DITCH - /< p"5 ` Z 15 � f ITT _ 1 EST EST 2 SY G5ErOTEXTILE
11^u/nI )(/ I (� /�j��--S
A�� E PSH.: r, III 1 II' - / 1 ICI\AII p / DBD 949 PG 243(�N
t \ p I IIAIIE L BAS DITCH
XTI E EDGE \ //6LA p IRAP
TC \
CD
j T 4 T /
p � T 1 0 SV ' EOT IL ,\
n ETD E=15 �CY I I I i \\ I I
IP � \SE D TAIL 1 \/)
N _ U
a0 f s i5 A Sta. /6+2/A5 \,
D0' 41 l
Sto.=22+00 -L- RT Sto.=24 -Ir RT
DA=0.6 AC AC
C=0.5 T-100.1All =0.5 Tc=10 MIN
NEST HOWELL dACR SON n0-5.1 I"Ft5 p14. 1' nD=5.1 I.R
1 \ Q10-1.5 Q10-2.8 CFS
Dl�623 PG rto= a V10=1.9 FM1 =0.3 F 110=0.4 1
a=0.047 FTrFT s-0.019 FM
STANDARD, E -PITCH SEE PERMIT DRAWING SHEET Dner�CIASS B RIPRAP Lm-GRASS
(NO1OSCO1e) 3 OF 10 FOR ENLARGEMENT /
NONrpI N°N1n1
Groun 7 ,5.1 Ground
Min. D=1.5 Ft.
B=30Ft.
PAVEMENT REMOVAL
FROM STA. 23+75 TO STA. 24+00 -L- RT
FOR -L- PROFILE SEE SHEET 6 & 7

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VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
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PERMIT DRAWING
SHEET 7 OF 10
FILL IN WETLAND
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* MECHANIZED CLEARING (GRUBBING)
TEMPORARY SURFACE WATER IMPACTS
10' 0' 2 0'
INSET GRAPHIC SCALE

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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
21+85/24+22 -L- RT
Channel Improvements
< 0.01
< 0.01
< 0.01
2
24+37/25+11 -L- LT
Channel Improvements
< 0.01
< 0.01
TOTALS:
0.01
< 0.01
< 0.01
0
0
0
*Rounded totals are sum of actual impacts
NOTES:
2018 Feb

Mitigation

No Mitigation requested, as the 0.01 acre of total permanent wetland impacts are to wetlands
with Low and Medium scores (which had previously been drainage features).

Protected Species/
Section 7

QPP�MENT OF Tye, FISHSERVICE
2� United States Department of the Interior
o
9 ' FISH AND WILDLIFE SERVICE
�9RCH 3 aA Asheville Field Office oF'
160 Zillicoa Street Suite B
Asheville, North Carolina 28801
January 30, 2024
William A. Barrett
Environmental Coordinator, Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699
Subject: Informal Consultation and Conference for Replacement of Bridge 095 over Blue Ridge Southern
Railroad in Haywood County (TIP No. B-5982, Service Log #24-159)
Dear William A. Barrett:
On November 21, 2023, we received your request to initiate informal consultation and section 7
concurrence on effects the subject project may have on federally listed species and conference procedures
for effects the subject project may have on federally proposed species. We have reviewed the information
you submitted along with a prior scoping letter issued from this office for the subject project on January
19, 2022, and the following is provided in accordance with the provisions of the National Environmental
Policy Act (42 U.S.C.§ 4321 et seq.); the Fish and Wildlife Coordination Act, as amended (16 U.S.C. 661
- 667e); and section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531 - 1543) (Act).
Project Description
According to the information provided, the North Carolina Department of Transportation (NCDOT)
proposes to replace Bridge 095 over Blue Ridge Southern Railroad in Haywood County. The existing
bridge is a three -span structure with steel beams, concrete deck, end walls, and guard rails. The overall
length of the bridge is 132 feet. No culverts meeting NCDOT's Standard Operating Procedures for
Preliminary Bat Habitat Assessments were identified meeting the criteria of greater than 3 feet wide and
60 feet in length during this site visit. No in -water work will occur, as the project bridge spans a railroad.
No information on percussive activities such as jackhammering or pile driving was provided, but given
the nature of the work, it is assumed likely to occur. The Federal Highway Administration (FHWA) is
the federal lead for this project for section 7 purposes, with authority delegated to NCDOT.
NCDOT has agreed to implement the following conservation measures for the project:
1. Tree clearing will take place from October 16 to March 31.
2. No permanent lighting will be added to the action area.
3. Should night work occur, associated temporary lighting will be directed at the work area and
away from the surrounding landscape.
4. No blasting will occur.
Federally Listed Species
The information provided indicates that "No Effect" (NE) determinations have been made for
Appalachian elktoe (Alasmidonta raveneliana), rock gnome lichen (Gymnoderma lineare) and small
whorled pogonia (Isotria medeoloides). In instances of suitable habitat being absent from the action area
and where project actions will not reach or impact listed species or listed species habitat, we would agree

that NE determinations are appropriate. The original submittal and subsequent correspondence support
that the previous sentence applies for these species. This information is shared for the sake of the
administrative record.
The correspondence received from NCDOT requests consultation on gray bat (Myotis grisescens),
Indiana bat (Myotis sodalis), and northern long-eared bat (Myotis septentrionalis) and requests conference
for tricolored bat (Perimyotis subflavus) and little brown bat (Myotis lucifugus).
A suitable bridge roost and suitable roosting, commuting, and foraging habitat for gray bat, Indiana bat,
northern long-eared bat, tricolored bat, and little brown bat occurs within the action area. Bridge 095 was
surveyed for bats and signs of bat use on July 20, 2022 and previously in 2019, and results were negative.
There is element occurrence data for several listed and proposed bat species within 2-6 miles of the
project location.
The completed structure surveys and proposed conservation measures minimize effects to bats potentially
occurring within the action area. However, effects from construction noise to unknown tree roosts within
the action area but outside the construction limits, while minimized, are not avoided. Bats that are present
in proximity to transportation corridors are expected to be tolerant of baseline noise and vibration levels
(or have already modified their behaviors to avoid them). How temporary increases in noise and
vibration from construction activities effect bats within existing transportation corridors has not been well
studied to our knowledge, though one study found that bats habituated rapidly to traffic noise (Luo et al.
2014). Given the information available and conservation measures above, we do not believe any response
to project noise and vibration by bats that are already tree -roosting in the area is expected to rise to the
level of harm (as defined at 50 CFR 17.3). Given the information available and conservation measure
commitments, we concur with the NCDOT that the project is NLAA gray bat, Indiana bat, and northern
long-eared bat. With the implementation of conservation measures, we believe the project is consistent
with the Interim Consultation Framework for the Northern Long-eared Bat (Service, March 6, 2023).
On September 14, 2022, the U.S. Fish and Wildlife Service (Service) published a proposal in the Federal
Register to list the tricolored bat as endangered under the Act. As a result, NCDOT has requested a
conference for the tricolored bat as the project may be on -going after the effective date of any final listing
rule, if one is published. Little brown bat is considered an at -risk species. At -risk species are not legally
protected under the Act and are not subject to any of its provisions, including section 7, unless they are
formally proposed or listed as endangered or threatened. While lead federal agencies are not prohibited
from jeopardizing the continued existence of an at -risk species unless the species becomes listed, the
prohibition against jeopardy and taking a listed species under section 9 of the Act applies as soon as a
listing becomes effective, regardless of the stage of completion of the proposed action. NCDOT has
requested a conference for the little brown bat, as the project may be on -going after a potential proposal
for listing and effective date of any final listing rule, if one is published. Based on the information
provided, the analysis above, and the commitments to minimize project impacts, we have determined that
the proposed project will not jeopardize the continued existence of the tricolored bat or little brown
bat. Additionally, we would concur with the NCDOT's determination that the project is NLAA the
tricolored bat and the little brown bat should the species become listed.
Conservation Recommendations
Conservation recommendations are discretionary agency activities to minimize or avoid adverse effects of
a proposed action on listed species or critical habitat, to help implement recovery plans, or to develop
information. General recommendations for the benefit of fish and wildlife resources were provided in our
letter on January 19, 2022 and remain valid. We offer additional recommendations here:
2

• Additional Bridge Survey: Should demolition of the existing bridge occur during the bat active
season (March 15 — November 15 to include gray bat), conduct a visual survey prior to
demolition activities to ensure absence of roosting bats. If bats are observed, immediately contact
the Service's Asheville Field Office.
• Noise Considerations for Bats: If suitable roost trees are present near high -decibel activity (81 —
162 dBA) and would experience noise above background levels (41 — 70 dBA), avoid conducting
those high -decibel activities during the bat maternity season (May 15 — August 15).
Alternatively, activity could avoid the pup season (June 1 and July 31). To minimize noise
levels, incorporate sound -dampening devices such as noise shrouds for pile driving.
Reinitiation Notice
We believe the requirements under section 7 of the Act are fulfilled for the federally listed species
discussed above. However, obligations under section 7 must be reconsidered if. (1) new information
reveals impacts of this proposed action may affect listed species or critical habitat in a manner not
previously considered, (2) this proposed action is subsequently modified in a manner that was not
considered in this review, or (3) a new species is listed, or critical habitat is determined that may be
affected by the proposed action.
We appreciate the opportunity to provide these comments. Please contact Ms. Holland Youngman of our
staff at holland youngman(&fws.g_ov if you have any questions. In any future correspondence concerning
this project, please reference our Service Log #24-159.
Sincerely,
- - original signed - -
Janet Mizzi
Field Supervisor
Electronic CC:
Patrick Breedlove, NCDOT, Division 14, Project Development & Environmental Analysis Engineer

Archaeology

17-12-0056
Qoaa ARCHAEOLOGICAL SURVEY REQUIRED FORM N
ap VThis form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not i,i
') valid for Historic Architecture and Landscapes. You must consult separately with the { :
Historic Architecture and Landscapes Group. .kx',
PROJECT INFORMATION
Project No: B-5982 County: Haywood
WBS No: 44593.1.1 Document: Federal CE
F.A. No: Funding: ❑ State ® Federal
Federal Permit Required? ® Yes ❑ No Permit Type: USACE
Project Description: Replacement of Bridge No. 95 over Southern RR on US 74 in Haywood County,
North Carolina. The archaeological Area of Potential Effects (APE) is centered on the bridge structure
and measures .50 mile in length and 500ft in width (250ft from each side of the US 74 center -line).
SUMMARY OF ARCHAEOLOGICAL RESOURCES REVIEW: SURVEYREQUIRED
To determine the cultural resource potential of the APE, numerous sources of information were considered. First,
preliminary construction design, funding, and other data was examined for defining the potential impacts to the
APE ground surfaces and for determining the level of effort necessary for compliance. In this case, the project is
federally -funded with federal permit interaction and subject to Section 106 of the National Historic Preservation
Act. The Federal Highway Administration (FHwA) will serve as the lead federal agency.
Next, a map review and site file search was conducted at the Office of State Archaeology (OSA) on Wednesday,
Jannuary 24, 2018. No previously documented archaeological sites have been recorded within the limits of the
project's APE. However, several archaeological sites have been documented nearby in similar environmental
contexts as the project study area, increasing the likelihood that similar sites may be contained within the
currently defined APE.
Examination of NRHP, State Study Listed (SL), Locally Designated (LD), Determined Eligible (DE), and Surveyed Site
(SS) properties employing resources available on the North Carolina State Historic Preservation Office (NCSHPO)
website demonstrated that none of these properties with possible contributing archaeological components are
situated in the APE. Also, historic maps of Haywood County were appraised for former structure locations, land use
patterns, or other confirmation of historic occupation in the project vicinity. Archaeological/historical reference
materials were reviewed as well. Based on cultural/historical factors, the APE is considered to have a moderate
potential of containing prehistoric archaeological artifacts or deposits.
In addition, topographic, geologic, flood boundary, lidar, and NRCS soil survey maps were referenced for the
evaluation of geomorphological, pedeological, hydrological, and other environmental -type elements that may have
resulted in past occupation at this location. Finally, review of aerial and on -ground images (NCDOT Spatial Data
Viewer, Google, ARC-GIS) afforded first-hand perspectives of the overall study area which were useful for assessing
localized disturbances, both natural and human induced, which compromise the integrity of archaeological
sites/deposits. Based on environmental determinants, the APE is considered to have a moderate potential for the
recovery of archaeological artifacts, deposits, or features.
Environmental factors and the localized archaeological site pattern increase the likelihood of prehistoric occupation
at this APE location. An in -field reconnaissance and survey of the APE is recommended prior to
construction/replacement activities.
"ARCHAEOLOGICAL SURVEY REQUIRED "fora: for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
1 U2

17-12-0056
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info ❑ Photos ❑Correspondence
❑ Photocopy of County Survey Notes Other:
FINDING BY NCDOT ARCHAEOLOGIST +URVEYREQUIRED
NCDOT ARCHAEOLOGIST
Proposed fieldwork completion date
Date
"ARCHAEOLOGICAL SURVEY REQUIRED "Lorin for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
2 of 2

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Portion of the Clyde topographic map depicting the location and boundaries of the
archaeological Area of Potential Effects (APE) in Haywood County, North Carolina.

5—Udorthents-Urban land complex, 2 to 50 percent slopes
Map Unit Setting
• National map unit symbol: 2g1wf
• Elevation: 1,590 to 5,320 feet
• Mean annual precipitation: 40 to 90 inches
• Mean annual air temperature: 32 degrees F
• Frost free period: 0 days
• Farmland classification: Not prime farmland
Map Unit Composition
• Udorthents and similar soils: 60 percent
• Urban land. 30 percent
• Minor components: 10 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Udorthents
Setting
• Down -slope shape: Convex, linear
• Across -slope shape: Convex
Typical profile
• C - 0 to 80 inches: very cobbly loam
Properties and qualities
• Slope: 2 to 50 percent
• Depth to restrictive feature: More than 80 inches

• Natural drainage class: Somewhat excessively drained
• Runoff class: High
• Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr)
• Depth to water table: More than 80 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available water storage in profile: Low (about 4.8 inches)
Interpretive groups
• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigated): 7e
• Hydrologic Soil Group: A
• Hydric soil rating: No
Description of Urban Land
Setting
• Parent material: Roads, parking lots, buildings, and other structures
Interpretive groups
• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigated): 8s
• Hydric soil rating: No
Minor Components
Rubble land
• Percent of map unit: 7 percent
• Down -slope shape: Linear
• Across -slope shape: Linear
• Hydric soil rating: No
Aquents
• Percent of map unit: 3 percent
• Landform: Drainageways
• Down -slope shape: Concave
• Across -slope shape: Concave
• Hydric soil rating: Yes
HaC2—Hayesville clay loam, 8 to 15 percent slopes, eroded
Map Unit Setting
• National map unit symbol: Ibyx
• Elevation: 1,790 to 2,280 feet
• Mean annual precipitation: 50 to 58 inches
• Mean annual air temperature: 46 to 57 degrees F
• Frost free period: 124 to 176 days
• Farmland classification: Farmland of statewide importance
Map Unit Composition
• Hayesville, moderately eroded, and similar soils: 80 percent
• Minor components: 20 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Hayesville, Moderately Eroded
Setting
• Landform: Ridges
• Landform position (two-dimensional): Summit
• Landform position (three-dimensional): Interfluve
• Down -slope shape: Convex
• Across -slope shape: Linear
• Parent material: Residuum weathered from hornblende gneiss and/or amphibolite
Typical profile
• Ap - 0 to 6 inches: clay loam

• Bt - 6 to 33 inches: clay loam
• BC- 33 to 45 inches: loam
• C-45 to 80 inches: fine sandy loam
Properties and qualities
• Slope: 8 to 15 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage class: Well drained
• Runoff class: Medium
• Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr)
• Depth to water table: More than 80 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available water storage in profile: High (about 9.7 inches)
Interpretive groups
• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigated): 3e
• Hydrologic Soil Group: B
• Hydric soil rating: No
DsB—Dillsboro loam, 2 to 8 percent slopes
Map Unit Setting
• National map unit symbol: Ibyf
• Elevation: 1,200 to 2,000 feet
• Mean annual precipitation: 45 to 70 inches
• Mean annual air temperature: 46 to 57 degrees F
• Frost free period: 116 to 170 days
• Farmland classification: All areas are prime farmland
Map Unit Composition
• Dillsboro and similar soils: 85 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Dillsboro
Setting
• Landform: Fans, stream terraces
• Landform position (two-dimensional): Summit
• Landform position (three-dimensional): Tread
• Down -slope shape: Linear
• Across -slope shape: Convex
• Parent material: Old alluvium and/or old colluvium derived from igneous and metamorphic rock
Typical profile
• Ap - 0 to 10 inches: loam
• Bt1 -10 to 15 inches: clay
• Bt2 -15 to 43 inches: sandy clay loam
• 2BC - 43 to 87 inches: cobbly sandy clay loam
Properties and qualities
• Slope: 2 to 8 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage class: Well drained
• Runoff class: Medium
• Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr)
• Depth to water table: More than 80 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available water storage in profile: Moderate (about 7.4 inches)
Interpretive groups

• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigated): 2e
• Hydrologic Soil Group: B
• Hydric soil rating: No

Ole

Project Tracking No.:
17-12-0070--,;6
NO NATIONAL REGISTER OF HISTORIC PLACES
{Q ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES
PRESENT FORM
o.:ae3 This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not
' Q valid for Historic Architecture and Landscapes. You must consult separately with the _y'f
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No:
WBS No.
F.A. No:
B-5982
44593.1.1
Federal Permit Required?
County:
Document:
Haywood
Federal CE
Funding: ❑ State ® Federal
® Yes ❑ No Permit Type: USACE
Project Description:
Replacement of Bridge No. 95 over Southern RR on US 74 in Haywood County, North Carolina. The
archaeological APE (Area of Potential Effects) is centered on the bridge structure and measures 0.50
mile in length and 500 ft. in width (250 ft. from each side of the US 74 center line).
SUMMARY OF ARCHAEOLOGICAL FINDINGS
TRC Environmental Corporation (TRC) conducted an archaeological survey and evaluation for the
replacement of Bridge No. 92 over the Southern Railroad on US 74 (TIP B-5982) in Haywood County,
North Carolina. As specified by the NCDOT, the survey corridor (Area of Potential Effects [APE] for
archaeology) is defined as a 0.50 mile (804.7 meters) long and 500 feet (152 meters) wide corridor
(extending 250-feet on either side of the existing US 74 center line) extending from the intersection of US
74 and US 19 northeast almost to the intersection of US 74 and I-26. The APE covers approximately 50
acres (20.2 hectares). In addition to crossing the southern Railroad, the corridor also crosses the Pigeon
River approximately 200 in to the north. The fieldwork was carried out from April 15 to 29, 2019, and was
directed by Michael Nelson, with the assistance of field technicians Lincoln Caldwell, Rachael Denton,
Melissa Emery, and Josh Stanley. A total of 131 shovel tests were excavated across the project corridor and
no cultural resources were identified within the project APE. Consequently, no further archaeological
investigations are recommended for this project as currently defined.
The North Carolina Department of Transportation (NCDOT) Archaeology Group reviewed the subject
project and determined.•
® There are no National Register listed or eligible ARCHAEOLOGICAL SITES present
within the project's area of potential effects. (Attach any notes or documents as needed)
❑ No subsurface archaeological investigations were required for this project.
® Subsurface investigations did not reveal the presence of any archaeological resources.
❑ Subsurface investigations did not reveal the presence of any archaeological resources
considered eligible for the National Register.
❑ All identified archaeological sites located within the APE have been considered and all
compliance for archaeological resources with Section 106 of the National Historic
Preservation Act and GS 121-12(a) has been completed for this project.
"NO NATIONAL REGISMI? ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
1of17

Project Tracking No.:
17-12-0070�€�
Brief description of review activities, results of review, and conclusions:
TRC Environmental Corporation (TRC) conducted an archaeological survey and evaluation for the
replacement of Bridge No. 92 over the Southern RR on US 74 in Haywood County. The fieldwork was
carried out from April 15 to 29, 2019 and was directed by Michael Nelson, with the assistance of field
technicians Lincoln Caldwell, Rachael Denton, Melissa Emery, and Josh Stanley. A total of 131 shovel
tests were excavated across the project corridor and no cultural resources were identified within the project
APE. Consequently, no further archaeological investigations are recommended for this project as currently
defined.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ❑ Previous Survey Info ® Photos ❑Correspondence
Other: Cultural Review
Signed
�-� -ZO / i
NCDOT ARCHAEOLOGIST Date
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
TRC Environmental Corporation (TRC) conducted an archaeological survey and evaluation for the
replacement of Bridge No. 92 over the Southern Railroad on US 74 in Haywood County, North Carolina
(Figure 1). As specified by the NCDOT, the survey corridor (Area of Potential Effects [APE] for
archaeology) is defined as a 0.50 mile (804.7 meters) long and 500 feet (152 meters) wide corridor
(extending 250-feet on either side of the existing US 74 center line) extending from the intersection of US
74 and US 19 northeast almost to the intersection of US 74 and I-26. The APE is crossed by both secondary
roads and private drives as well the Southern Railroad. Most of the corridor crosses through residential
properties, although some areas of farm and/or pasture are present. Small sections of the corridor are
wooded roadside properties that have been modified during previous road developments.
The fieldwork was carried out from April 15 to 29, 2019 and was directed by Michael Nelson, with the
assistance of field technicians Lincoln Caldwell, Rachael Denton, Melissa Emery, and Josh Stanley. A total
of 131 shovel tests were excavated across the project corridor (Figures 2-5); no archaeological resources
were identified within the project APE. Consequently, no further archaeological investigations are
recommended for this project as currently defined.
Background Research
Previously Identified Sites and Archaeological Surveys. -A map review and site files search was
conducted by Hannah Smith of TRC at the Office of State Archaeology (OSA) on April 8, 2019, which
supplemented a previous NCDOT review. The background research indicated that there have been no
previous archaeological surveys and that there are no previously recorded sites within or adjacent to the
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
2of17

Project Tracking No.:
17-12-0070%
project APE. Eight sites have been identified within a one -mile radius, however, including at least two
with Archaic period and three with Woodland period components (Table 1).
A review of the North Carolina State Historic Preservation Office (SHPO) online data base (HPOWEB
2019) identified three properties: the Morgan -Justice House (f W0449), the Barker House (HW0319), and
the Shook-Welch-Smathers House (HW0179) within a half mile of the project APE. The Morgan -Justice
and the Barker houses are surveyed only properties, while the Shook-Welch-Smathers House, a ca. 1810
two-story farmhouse, is listed on the National Register of Historic Places (NRHP) (Hood and Siekkinen
2008). There is no potential for materials associated with any of these structures within the APE, however.
Historic Map Review: Topographic maps and other historic period maps were examined for information
on previous structure locations or on natural or cultural variables that might have affected site locations.
Many early to mid -nineteenth century maps (i.e. Price and Strother 1808) depict the general location of the
Pigeon River, but provide no detail on the immediate project vicinity. The earliest identified USGS map of
the area dates to 1894 (Figure 6) and depicts the railroad and river, along with a road running along the
south side of the river; the village of Clyde is shown a short distance to the east. The 1901 quadrangle
(Figure 7) shows additional structures in the general vicinity, but given the scale of the map it is impossible
to determine if any were situated within the APE. The 1922 Haywood County soil map depicts the Southern
Railroad as well as what appears to be present-day River and Hyder Mountain roads, but no structures that
can be clearly identified as within the APE (Jurney et al. 1922) (Figure 8).
The 1935 USGS 1:24,000 Clyde quadrangle depicts more detail of the project corridor, including a number
of structures along the Pigeon River and the railroad along the west side of future US 74, although most
appear to fall outside the current project corridor (USGS 1935) (Figure 9). The 1941 edition of the Clyde
quadrangle depicts the same river, railroad, and road configuration; more structures are present in the area,
although only one appears to fall within the project corridor (USGS 1941) (Figure 10). The 1967 map shows
increasing development, including US 74 and I-40 and associated access ramps at their present locations
(Figure 11).
Soils. On-line soils data show seven soil types are located within the project area, including Braddock clay
loam, 8-15% slopes, eroded (BkC2); Dillsboro loam, 2-8% slopes (DsB); Evard-Cowee, 30-50% slopes
(EvE); Hayesville clay loam, 8-30% slopes, eroded (HaC2 and HaD2); Rosman fine sandy loam, 0-2%
slopes, occasionally flooded (RoA); and Udorthents Urban land complex, 2-50% slopes (UfA). All of these
soil types are well drained, with the Braddock, Evard-Cowee, and Hayesville soil types found on ridges and
side slopes and the Dillsboro and Rosman soils found on stream terraces. The Braddock and Hayesville
soils are classified as eroded while the Udorthents are fill/spoil deposits (USDA NRCS 2019).
Fieldwork Results
The APE is crossed by the Pigeon River and the Southern Railroad, as well as by secondary roads (River
Road [SR 1523] and Hyder Mountain Road [SR 1513]) and a number of private drives. While most of the
APE is within residential properties, there are some smaller areas of farm and/or pasture as well as one
modified municipal property (Figures 12 and 13). Wooded areas are limited to small roadside properties
that have been modified during previous road developments. Several portions of the APE were not suitable
for shovel testing due to steep slope, hydric soils, impervious surfaces, and disturbed/developed areas (i.e.,
cut roadside banks and areas of obvious fill) (Figures 14 and 15).
The archaeological field survey included shovel testing at 15-m intervals along multiple transects within
the APE as well as visual inspection and walkover of the APE. Only one property could not be accessed
for survey; this is a ca. 3.38-acre (1.37 hectare) parcel at the northeastern end of the APE (Figures 2 and 3).
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
3of17

Project Tracking No.:
17-12-007056
In addition to the 15-m interval shovel testing, supplemental shovel tests were excavated across smaller
landforms when warranted. No shovel testing occurred in areas with impervious surfaces, standing water,
hydric soils, visible and severe ground disturbance, or 15% or greater slope. The shovel tests measured 30
cm in diameter and were excavated to subsoil or bedrock or a minimum depth of 75 cm below surface
(cmbs). All soils that were not obvious fill were dry -screened through '/4-inch mesh. Standard techniques
were used to describe each shovel test in terms of depth, stratigraphy, and artifact recovery.
A total of 131 shovel tests were excavated (Figures 2-5), but no artifacts or other indications of
archaeological sites were encountered. Typical soil profiles found within the APE were generally shallow
and/or disturbed. Shovel tests excavated along the ridges and side slopes consisted of a shallow (ranging
from 5-27 cmbs) Ap horizon (plowzone) of brown (7.5YR 4/4) loam (often compact and gravelly) atop
yellowish red (5YR 4/6) clayey loam to clay (B horizon) to depths of 15-40 cmbs (Figures 16 and 17).
Shovel tests excavated along the lower floodplains encountered a very dark grayish brown (10YR 3/2)
sandy loam plowzone (with modern debris including pieces of asphalt and concrete and plastics) to depths
of 38-63 cmbs. Beneath the plowzone is dark yellowish brown (IOYR 3/6) sandy loam to depths of 63-80
cmbs.
No new archaeological resources were recorded within the APE during the course of the survey, and
consequently no additional work is recommended for this project as currently defined. The small area that
could not be accessed for survey is believed to have low potential for significant archaeological sites, and
no further efforts to survey that parcel are recommended.
Summary and Recommendations
The intensive archeological survey and evaluation of the study area for the proposed replacement of Bridge
95 on US 74 over the Southern Railroad (TIP B-5982) in Haywood County, North Carolina identified no
new archaeological resources within the project APE. Additionally, no previously recorded sites are located
within or adjacent to the APE. Consequently, no further archaeological investigations are recommended for
this project as currently defined.
Sincerely,
/ e4 f C�
Michael Nelson
Archaeologist, Asheville
TRC Environmental Corporation
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
4of17

Project Tracking No.:
17-12-007056
REFERENCES CITED
Espenshade, Chris, Bryan Tucker, and Danny Gregory
2009 Phase I Archaeological Survey and Phase II Archaeological Testing for Thickety Road (SR 1513)
Relocation. New South Associates, Greensboro. Submitted to NCDOT, Raleigh.
Hood, Davyd Foard, and George Siekkinen
2008 National Register of Historic Places Documentation: Shook-Welch-Smathers House. Electronic
document, https://files.nc.gov/ncdcr/nr/HW0179.pdf. Accessed April, 2019.
HPOWEB
2019 North Carolina State Historic Preservation Office GIS Web Service. Electronic document,
http://gis.ncdcr.gov/hpoweb/. Accessed April, 2019.
Jurney R.C., Daniel Lee, Samuel F. Davidson, and W.A. Davis
1922 Soil Survey Map, Haywood County, North Carolina. U.S. Department of Agriculture, Washington,
D.C. https://dc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/I 143/rec/5.
Price, Jon, and John Strother
1808 The First Actual Survey of the State of North Carolina.
https:Hdc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/520/rec/3.
Rogers, Anne
1986 An Archaeological Survey of the Proposed Haywood County and Lake Junaluska Sanitary District
Wastewater Interceptor and Lift Station, CH #86-C-0000-0292. Archaeology Laboratory, Western Carolina
University, Cullowhee.
United States Geological Survey (USGS)
1894 Asheville, North Carolina. 1:125,000 scale topographic map.
1901 Asheville, North Carolina. 1:125,000 scale topographic map.
1935 Clyde, North Carolina. 1:24,000 scale planimetric map.
1941 Clyde, North Carolina. 1:24,000 scale topographic map.
1967 Clyde, North Carolina. 1:24,000 scale topographic map.
United States Department of Agricultural (USDA) Natural Resources Conservation Service (MRCS)
2019 Web Soil Survey. https://websoilsurvey.sc.egov.usda.gov/App/HomePage.htm; accessed April, 2019.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
5of17

Project Tracking No.:
17-12-0070-%
Table 1. Previously Recorded Archaeological Sites within One Mile of the B-5982 APE for Archaeolo
Site Number
Component
NRHP Eligibility
Reference*
31HW17
_....._.._._................................_._._...._......._................................................._.._.._......_.......__........._................._._.................................................._..........................................._..........................._.._.._....__..._..._._......._._..._._..._......_..__..._......_..._.....__...._...._..__......_..
Prehistoric (Unknown Lithic and Ceramic)
Unassessed
Keel 1964
31HW18
_._............_....................._...........__..__...........................................(.............._......._..._..............................._..............................................)......................................................................................._
Prehistoric Unknown Lithic and Ceramic
Unassessed
Keel 1964• Ro ers 1986
_ ....,_.._._...__...._._..._...__.....__..._.._......._._
3.1HW58
Prehistoric Middle Woodland
Unassessed
Es enshade et al. 2009
31HW66
...........................................4)......._............................................_.........................................................................
Prehistoric (Unknown Lithic and Ceramic)
__..._...._.._p._...
Unassessed
.... _.._.._—...._...................._......_...._.....__.._..._..._
Keel et al. 1964; Ro_.._.._.-._.....
31HW238
--........................................._......._....._..._.._...._...................._..._.........................................................__....._...._..---..............._..._........._........._....._........._....._.._.._....
Prehistoric (Archaic Woodland)
Unassessed
. ... _.......
Site Form
_._..._...- -..._............................................................_..
31HW239
Prehistoric Archaic Woodland
( )
Unassessed
....
Site Form
31HW563
........ ...... ._.
.._....._. .......... .
Prehistoric (Unknown Lithic and Ceramic)
....
Not Eligible _
......... ... ...... _..
Espenshade et al. 2009
31HW564
Prehistoric (Unknown Lithic)
Not Elieible
Esnenshade et al. 2009
*References in italics are site forms
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
6of17

Project Tracking No.:
17-12-0070�6
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Figure 1. Map of TIP B-5982 APE in Haywood County, North Carolina.
"NO NATIONAL RE, GIS"1'ER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
7of17

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Project Tracking No.:
17-12-0056
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(� Lr i
Figure 6. The approximate project area as shown on the 1894 USGS Asheville quadrangle.
)(1 ' Approximate Project Area
r�7r� V�
l lj�r , \ J � �t .ytir ��. Y �l i �4 1 ! -. +•r��`+` r
''•� r— r j�/l �a' +�`(, •' i_l'rr 'i�;'—'+ . - 1 ;, Q ;,
nl�llt
a
I '{el• i I�+ �r�[� r �{ t+tVti` /�.� vil i.If J r (+�+ {+(
� .may j 7 _ =3.�*\'l +, ,-,,. f�'_ f 1rr � i _- •� I r
Figure 7. The approximate project area as shown on the 1901 USGS Asheville quadrangle.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
12 of 17

Project Tracking No.:
17-12-0056
`- ti lS `� 11 �.. 'N_\
..•
hi
y
„�/ ••�. __ • it - , t+ 1 u r r�` � `�ti
r
Approximate Project Area I , •i CI ^ \�! �� � ,;
; � CI
Cl A
�0111c h
• • 1)1
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Figure 8. The approximate project area as shown on the 1922 Haywood County soils map.
Bridge No. 95
APE
If
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ie
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. • M MEDFORD CEM/Nle
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Figure 9. The project area as shown on the 1935 USGS 1:24,000-scale Clyde planimetric quadrangle.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAFOLOGICAL S17FS PRF,SFN7"'
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
13 of 17

Project Tracking No.:
17-12-0056
Bridge No. 95
\�
APE
a _
i Q
Figure 10. The project area as shown on the 1941 USGS Clyde 1:24,000-scale topographic
quadrangle.
Figure 11. The project area as shown on the 1967 USGS Clyde 1:24,000-scale topographic
quadrangle.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
14 of 17

i + i J� �I• :nLt1JCS.JUvY1SWMeV.l�4•. r � i...1l.. ter}.. fw4 �: �:i
`5 WSJ/R.. ' # �fc�' tT.• `,�� ,!�� i
i F
tt r�
liff

Project Tracking No.:
17-12-0056
Figure 14. Modified banks and berms along Southern Railroad at US 74 bridge, facing east.
Figure 15. Cut and modified ridge along east side of US 74, view to northeast.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAF,OLOGICAL S17ES PRF.Sl,N7
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
16 of 17

Project Tracking No.:
17-12-0056
r s.yy ,
1
w
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Vp
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Figure 16. Transect 7 Shovel Test 2 photograph.
STP 7.2
0 cln b.s.
Brown
(7•5YR 4/4)
10 cm
Loam
20 cm
Yellowish Red
(5YR 4/6)
30 cm
Clayey loam to clay
Figure 17. Transect 7 Shovel Test 2 drawing.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
17 of 17

Historic
Architecture
and
Landscapes

Project Tracking No. (Internal Use
17-12-0070
,r
♦ HISTORIC ARCHITECTURE AND LANDSCAPES
NO SURVEY REQUIRED FORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
Project No:
B-5982
County:
Haywood
WBS No.:
44593.1.1
Document
Type. -
CE
Fed. Aid No:
Funding:
❑ State ® Federal
Federal
Permits :
® Yes ❑ No
Permit
Ty e(s) :
USACE
Proiect Description: Replace Bridge No. 430095 on US74 over Southern Railroad.
SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW
Description of review activities, results, and conclusions:
Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was
undertaken on January 10, 2018. Based on this review, there are no existing NR, SL, LD, DE, or
SS properties in the Area of Potential Effects, which is defined as the study area on the following
maps. One Survey Site, HW0449 Morgan -Justice House, is no longer standing based on aerial
imagery and Google Street View while another survey site, HW0319 Barker House, is outside of
the APE and will not be affected by this project The National Register listed Shook-Welch-
Smathers House is also outside of the APE and will not be affected. All structures within the
APE consist of manufactured homes and early to mid -twentieth century houses that are
unremarkable and not eligible for National Register listing. There are no National Register listed
or eligible properties and no survey is required. If design plans change, additional review will be
required.
Why the available information provides a reliable basis for reasonably predicting that there
are no unidentified significant historic architectural or landscape resources in the proiect
area:
HPO quad maps and GIS information recording NR, SL, LD, DE, and SS properties for the
Haywood County survey, Haywood County GIS/Tax information, and Google Maps are
considered valid for the purposes of determining the likelihood of historic resources being
present. There are no National Register listed or eligible properties within the APE and no
survey is required.
SUPPORT DOCUMENTATION
ap(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans
FINDINGY NCDOT ARCHITECTURAL HISTORIAN
Historic Yc�itecture and Lan capes -- NO SURVEY REQUIRED
NCDOT Architectural Historian 'Date
Historic Architecture and Landscapes NO SURVEY RFQUIRF,D form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Pagel of 3

N\�`1
_mow
_ Project Study Area
`J
HAYWOOD f�
COUNTY.
!'
i- -
.by„yy4�
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no
USGS Topo Quad - Clyde
0 500 1,000 2,000
Feet g_5982
Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 2 of 3

Tribal
Coordination

Catawba Indian Nation
Tribal Historic Preservation Office
1536 Tom Steven Road
Rock Hill, South Carolina 29730
Office 803-328-2427
March 14, 2023
Attention: David Stutts
NC Department of Transportation
1581 Mail Service Center
Raleigh, NC 27699
Re. THPO # TCNS # Project Description
Replace Bridge No. 430095 located on US 74 over the Blueridge Southern Railroad in
2023-193-96 Haywood Co. as project B-5982
Dear Mr. Stutts,
The Catawba have no immediate concerns with regard to traditional cultural properties,
sacred sites or Native American archaeological sites within the boundaries of the
proposed project areas. However, the Catawba are to be notified if Native American
artifacts and / or human remains are located during the ground disturbance phase
of this project.
If you have questions please contact Caitlin Rogers at 803-328-2427 ext. 226, or e-mail
[e-mail].
Sincerely,
Wenonah G. Haire
Tribal Historic Preservation Officer

From:
LeeAnne Wendt
To:
Bowles, Jacquelyn K
Subject:
[External] Re: NCDOT Project B-5982 - Project Study Letter - Muscogee Creek Nation
Date:
Thursday, February 16, 2023 10:59:51 AM
Attachments:
imaoe001.Png
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to Report Spam.
Jacquelyn,
Thank you for contacting the Muscogee (Creek) Nation concerning the Proposed Replacement
of Bridge No. 430095 over Blueridge Southern Railroad on US 74 in Haywood County, North
Carolina. This proposed project is located within our Tribes historic area of interest and
continues to hold importance for us. After reviewing the information provided and noting that
TRC Environmental Corporation conducted an archaeological survey of the area and found no
cultural materials, it has been determined that the Muscogee (Creek) Nation believes that there
should be no effects to any known historic properties. However, due to the historic presence of
our people in the project area, if any inadvertent discoveries of cultural material (i.e. artifacts)
and/or human remains and/or funerary objects are noted during any required repair work that
includes ground disturbance, we request to be notified as soon as the discovery is made and
that appropriate federal agencies are also notified. Additionally, if there are any updates or
changes to the proposed project, we request that the information be sent to our office
for further review. If you have any questions regarding this, please do not hesitate to contact
me.
Regards,
LeeAnne Wendt
LeeAnne Wendt, M.A., RPA
Tribal Archaeologist, Historic and Cultural Preservation Department
The Muscogee Nation
P.O. Box 580 1 Okmulgee, OK 74447
T 918.732.7852
F 918.758.0649
Iwendt muscogeenation.com
MuscogeeNation.com
From: Bowles, Jacquelyn K <[e-mail]>
Sent: Monday, February 13, 2023 3:52 PM
To: LeeAnne Wendt <[e-mail]>
Cc: Peterson, Tierre R <[e-mail]>; Demery, Dustin A <[e-mail]>; Stutts,
David S <[e-mail]>; Wilkerson, Matt T <[e-mail]>; Marley, Bill (FHWA)
<[e-mail]>; Triebert, Lauren <[e-mail]>; Amschler, Crystal C CIV USARMY
CESAW (USA) <[e-mail]>
Subject: NCDOT Project B-5982 - Project Study Letter - Muscogee Creek Nation

CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you
recognize the sender and know the content is safe.
Good afternoon Ms. Wendt,
Please see attached project study letter for NCDOT Project B-5982.
Let us know by March 13th if you have any questions or comments about the project.
Thank you,
Jacquelyn
Jacquelyn Bowles, PE
Engineer III
Structures Management Unit
North Carolina Department of Transportation
919 707 6559 office
jkbowles(@ncdot.gov
1000 Birch Ridge Dr.
Raleigh, INC 27610
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
DISCLAIMER: This communication, along with any documents, files or attachments, is intended only for the use of the
addressee and may contain legally privileged and confidential information. If you are not the intended recipient, you are
hereby notified that any dissemination, distribution or copying of any information contained in or attached to this
communication is strictly prohibited. If you have received this message in error, please notify the sender immediately and
destroy the original communication and its attachments without reading, printing or saving in any manner. Please consider
the environment before printing this e-mail.
'-------------------------------------------------------------------------------------------------------------------------------------------------------'

Lauren Triebert
From: Lauren Triebert
Sent: Thursday, March 23, 2023 11:28 AM
To: Lauren Triebert
Subject: FW: [External] RE: NCDOT Project B-5982 - Project Study Letter - United Keetoowah
Band of Cherokee Indians
From: Acee Watt <[e-mail]>
Sent: Wednesday, March 22, 2023 9:49 AM
To: Bowles, Jacquelyn K <][e-mail]>
Subject: [External] RE: NCDOT Project B-5982 - Project Study Letter - United Keetoowah Band of Cherokee Indians
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good morning,
Thank you for consulting with the United Keetoowah Band of Cherokee Indians in Oklahoma (UKB). In accordance with
Section 106 of the National Historic Preservation Act of 1966, as amended (16 U.S.C. 470f), and implementing
regulation, 36 CFR 800, "Protection of Historic Properties" The UKB's Historic Preservation Office is responding to your
request for identifying properties of significance to our tribe.
The UKB has historic ties within the area referenced in your project's filing/report. Currently, our office is unaware of
properties of significance to the UKB. However, there remains the possibility that unrecorded cultural interests,
including archaeological artifacts or human remains, may be encountered during the construction, demolition, or
earthmoving activities of this project. Should this occur we require that you contact our office immediately so we may
offer appropriate comments under 36 CFR 800.13.
Thank you,
Acee Watt (he/him)
Tribal Historic Preservation Officer
Office of Historic Preservation
918.871.2852
[e-mail]
[e-mail]
T
This communication is confidential I Destroy if received in error and please let me know I Unauthorized use, copying or distribution is prohibited.
From: Bowles, Jacquelyn K <[e-mail]>
Sent: Monday, February 13, 2023 3:50 PM
To: Acee Watt <[e-mail]>
Cc: Peterson, Tierre R <[e-mail]>; Demery, Dustin A <dademery @ncdot.gov>; Stutts, David S
<[e-mail]>; Wilkerson, Matt T <[e-mail]>; Marley, Bill (FHWA) <[e-mail]>;
Triebert, Lauren <[e-mail]>; Amschler, Crystal C CIV USARMY CESAW (USA)

<[e-mail]>
Subject: NCDOT Project B-5982 - Project Study Letter - United Keetoowah Band of Cherokee Indians
Good afternoon Ms. Watt,
Please see attached project study letter for NCDOT Project B-5982.
Let us know by March 13' if you have any questions or comments about the project.
Thank you,
Jacquelyn
Jacquelyn Bowles, PE
Engineer III
Structures Management Unit
North Carolina Department of Transportation
919 707 6559 office
jkbowles@ncdot.�ov
1000 Birch Ridge Dr.
Raleigh, NC 27610
STATE
y ,uxmm, F`t'O
y
�''E¢tawvmE°'
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.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

DocuSign Envelope ID: AC2BE9F7-A638-495C-81DE-39D136536246
M STA�TEo,.
a3 Ho
�r N+mam^
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
Fcbruary 10, 2023
Ms. Elizabeth Toombs
Cherokee Nation
Tribal Historic Preservation Officer
PO Box 948
Tahlequah, OK 74465
Dear Ms. Toombs,
J. ERIC BOYETTE
SECRETARY
The North Carolina Department of Transportation is starting the project development, environmental, and
engineering studies to replace Bridge No. 430095, located on US 74, over the Blueridge Southern Railroad in
Haywood County, as project B-5982. The Federal Highway Administration (FHWA) is the lead federal agency for
compliance with the National Environmental Policy Act (NEPA) and Section 106 of the National Historic
Preservation Act (NHPA), and a Permit is anticipated under the Section 404 Process with the USAGE. A project
vicinity map is attached. The coordinates of this project are approximately 35.533824,-82.921353.
We would appreciate any information you might have that would be helpful in evaluating potential environmental
impacts of the project including recommendation of alternates to be studied. Your comments may be used in the
preparation of a NEPA Environmental Document.
In accordance with Section 106 of the NHPA, we also request that you inform us of any historic properties of
traditional religious or cultural importance that you are aware of that may be affected by the proposed project. Be
assured that, in accordance with confidentiality and disclosure stipulations in Section 304 of the NHPA, we will
maintain strict confidentiality about certain types of information regarding historic properties.
Please respond by March loth so that your comments can be used in the scoping of this project. If you have any
questions concerning this project, or would like any additional information, please contact me at [e-mail]
or [phone].
��"Rhwby:
JDCL
avti��:
NCDOT Structures Management Unit Program Manager
cc: Matt Wilkerson, NCDOT Archaeology Team Leader
Bill Marley, FHWA Planning & Environment Engineer (Div 14)
Mailing Address: Location:
NC DEPARTMENT OF TRANSPORTATION Telephone: [phone] BIRCHRIDGEDRIVE
STRUCTURES MANAGEMENT UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610
1581 MAIL SERVICE CENTER
RALEIGH NC 27699 Website: www.ncdot.gov

DocuSian Envelope ID: AC2BE9F7-A638-495C-81 DE-39D1 3653B24B
277ofr
♦' J
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PIGEON RIVER
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1,000 500 0
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1,000
in
Esri Community Maps Contributors, State of North Carolina DOT, Esri, HERE,
Garmin, SafeGraph, G,�qDTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US
Census Bureau, USDA, Esri, NASA, NGA, USGS, FEMA
of xoRrh r,4 N County: Haywood
�19 NORTH CAROLINA DEPARTMENT VICINITY MAP
g
OF TRANSPORTATION
REPLACE BRIDGE 430095 ON Division: 14 Figure
•
°. n DIVISION OF HIGHWAYS US 74 OVER SOUTHERN RAILROAD
' Z DIVISION 14 Project: B-5982 1
v Qh4 ESRI Streets & World Topographic Basemap
av rRaKSpo
Date: November 2022

DocuSign Envelope ID: AC2BE9F7-A638-495C-81DE-39D136536246
M STA�TEo,.
a3 Ho
�r N+mam^
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
Fcbruary 10, 2023
Mr. Russell Townsend
Eastern Band of Cherokee Indians (EBCI)
THPO 2077 Governor's Island Road
Bryson City, NC 28713
Dear Mr. Townsend,
J. ERIC BOYETTE
SECRETARY
The North Carolina Department of Transportation is starting the project development, environmental, and
engineering studies to replace Bridge No. 430095, located on US 74, over the Blueridge Southern Railroad in
Haywood County, as project B-5982. The US Army Corps of Engineers (USAGE) is the lead federal agency for
compliance with the National Environmental Policy Act (NEPA) and Section 106 of the National Historic
Preservation Act (NHPA), and a Permit is anticipated under the Section 404 Process with the USAGE. A project
vicinity map is attached. The coordinates of this project are approximately 35.533824,-82.921353.
We would appreciate any information you might have that would be helpful in evaluating potential environmental
impacts of the project including recommendation of alternates to be studied. Your comments may be used in the
preparation of a NEPA Environmental Document.
In accordance with Section 106 of the NHPA, we also request that you inform us of any historic properties of
traditional religious or cultural importance that you are aware of that may be affected by the proposed project. Be
assured that, in accordance with confidentiality and disclosure stipulations in Section 304 of the NHPA, we will
maintain strict confidentiality about certain types of information regarding historic properties.
Please respond by March loth so that your comments can be used in the scoping of this project. If you have any
questions concerning this project, or would like any additional information, please contact me at dstattskncdot.gov
or [phone].
Awl-
7 P--:
NCDOT Structures Management Unit Program Manager
cc: Matt Wilkerson, NCDOT Archaeology Team Leader
Bill Marley, FHWA Planning & Environment Engineer (Div 14)
Mailing Address: Location:
NC DEPARTMENT OF TRANSPORTATION Telephone: [phone] BIRCHRIDGEDRIVE
STRUCTURES MANAGEMENT UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610
1581 MAIL SERVICE CENTER
RALEIGH NC 27699 Website: www.ncdot.gov

DocuSian Envelope ID: AC2BE9F7-A638-495C-81 DE-39D1 3653B24B
277ofr
♦ ' J
♦'••♦ 11 V v ~ J �
1 t Madison
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_
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♦♦ -1-11Y
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♦
♦♦♦♦♦♦ I Jackson STUD` AREA �' Henderson
♦ ♦ j276
♦ 441
♦♦♦ ,Esri, HFREaj ggtftviyftfeGraph, F6AO,
♦♦♦ n^ ^„ t METI/NASA, USGS, EPJ, NPS
HMrise pr
PIGEON RIVER
Broad St
/ //J T Clyde
Lee Rd
1,000 500 0
Feet
1,000
in
0
Esri Community Maps Contributors, State of North Carolina DOT, Esri, HERE,
Garmin, SafeGraph, G,�qDTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US
Census Bureau, USDA, Esri, NASA, NGA, USGS, FEMA
of NORTI+ r,4 N County: Haywood
NORTH CAROLINA DEPARTMENT VICINITY MAP
g
OF TRANSPORTATION
REPLACE BRIDGE 430095 ON Division: 14 Figure
•
°. n DIVISION OF HIGHWAYS US 74 OVER SOUTHERN RAILROAD
' Z DIVISION 14 Project: B-5982 1
v Qh4 ESRI Streets & World Topographic Basemap
av riSpo
Date: November 2022

NEPA/SEPA
Document

DocuSign Envelope ID: 389911 FE-3078-4484-B337-8C4569602418
Type I or II Categorical Exclusion Action Classification Form
STIP Project No. B-5982
WBS Element 47814.1.1
Federal Project No. N/A
A. Project Description:
NCDOT Project B-5982 will replace Bridge 430095 located on US 74 over Blue Ridge Southern Railroad
in Haywood County (see Figure 1, Vicinity Map). The project will replace the bridge in place and use a
temporary bridge to the west of the existing bridge. The total project length is approximately 1,650-ft,
including a 145-ft bridge length.
The project will include replacing the existing 4-lane median divided bridge with a wider bridge deck
(approx. 93 feet) to meet current geometry standards, including providing 12-ft lanes, a 22-ft median
and 10-ft shoulders.
B. Description of Need and Purpose:
The primary purpose of the proposed action is to replace a structurally deficient bridge. NCDOT Bridge
Management Unit records indicate Bridge No. 430095 is considered structurally deficient due to a
substructure condition appraisal of 4 out of 9 according to Federal Highway Administration (FHWA)
standards. The bridge is over an active rail line and will require additional coordination with Rail Division
and the Operator.
C. Categorical Exclusion Action Classification:
Type I(A) - Ground Disturbing Action
D. Proposed Improvements:
28. Bridge rehabilitation, reconstruction, or replacement or the construction of grade separation to
replace existing at -grade railroad crossings, if the actions meet the constraints in 23 CFR 771.117(e)(1-
6).
E. Special Protect Information:
Other Alternatives Considered:
During the course of project development, there was consideration given to multiple alternatives, beyond
what is outlined in Section A. Specifically, constructing the bridge as a 4- or 6-lane section was discussed.
There were a number of issues that resulted in the final 4-lane configuration including capacity limitations
stemming from the adjacent Pigeon River Bridge, which has been recently rehabbed at 4-lanes with no
future plans for widening. There were also discussions on whether to build a detour bridge during
construction or to do an overbuild of the substructure for use during construction. Ultimately, the
maintenance issues and cost associated with the overbuild option removed that option from further
consideration. The project will be built for a 4-lane configuration which will allow flexibility for future widening
to either side of the corridor if a revision to 6-lanes is pursued at a later time.
v2019.1 B-5982 Type I(A) CE Page 1

DocuSign Envelope ID: 389911 FE-3078-4484-B337-8C4569602418
Estimated Costs:
The estimated costs*, based on 2021 prices, are as follows:
Bridae Replacement without Retainina Wall
Right of Way: $ 450,000
Utilities Relocation: $ 215,000
Construction: $ 12,200,000
Total: $ 12,865,000
Bridge Replacement with Retaining Wall
Right of Way: $ 391,600**
Utilities Relocation $
Construction: $ 12,900,000
Total: $ 13,291,600
*Costs are subject to change.
**Based on 2019 prices.
Estimated Traffic:
Base Year (2022): 34,000 AADT
Design Year (2042): 44,000 AADT
Maintenance of Traffic:
A temporary bridge would provide an onsite detour to maintain traffic on US 74 during construction.
Emergency Response:
Coordination and communication regarding emergency response plans during construction will be
conducted with Haywood County Emergency Services Office (828-456-2391) and Lake Junaluska Fire
Department (828-452-4404) at least one month prior to the start of construction.
Jurisdictional Resources:
Two streams and three jurisdictional wetlands are located within the study area. No riparian buffer rules
apply to any steams within the study area.
Clean Water Act Permits:
A Nationwide Permit will likely be required from the U.S. Army Corps of Engineers (USACE) for impacts to
jurisdictional wetlands resulting from the proposed project. In addition, an NCDWR Section 401 Water
Quality General Certification may be required prior to the issuance of a Section 404 Permit. The USACE
holds the final discretion as to what permit will be required to authorize project construction.
Floodplain Management:
The proposed project is adjacent to the regulatory floodway and floodplain for the Pigeon River. No work is
required in the regulatory floodway; therefore, the proposed project is not anticipated to result in adverse
effects to the regulatory floodway. The proposed project would require approximately 75 feet of project work
along Y4 (Northwood Drive) that is contained within the effective base floodplain, however the work is limited
to less than 0.5 feet of roadway fill and resurfacing.
Protected Species:
v2019.1 B-5982 Type I(A) CE Page 2

DocuSign Envelope ID: 389911 FE-3078-4484-B337-8C4569602418
The United States Fish and Wildlife Service (USFWS) lists five (5) federally protected species, and one (1)
proposed endangered species within the study area, under the Endangered Species Act (ESA). Based on
a review of the North Carolina Natural Heritage Program (NCNHP) and biological field surveys, a total of
three (3) bat species were determined to have a Biological Conclusion of May Affect, Not Likely to Adversely
Affect. Two (2) plant species (rock gnome lichen and small whorled pogonia) were found to have a Biological
Conclusion of No Effect. At this time, no biological conclusion is required for the proposed endangered
species (Tricolored bat).
The Gray bat, Indiana bat, and Northern long-eared bat (NLEB) are listed as "endangered" species under
the ESA in Haywood County. According to the Section 7 Survey Memo dated November 30, 2022, no
evidence of bats was found on the structure, no caves or mines are in the area, and large continuous forests
are present in the project vicinity, providing potential foraging and commuting habitat.
Additionally, an NCDOT consultant conducted an aquatic species survey for the Appalachian elktoe in July
2022 (per a June 2022 IPaC report), concluding that the survey location either does not support, or supports
a very limited freshwater mussel population, likely due to chronic water quality problems in the Pigeon River
downstream of the Canton Mill discharge. However, as of July 15, 2022, this species is no longer noted in
IPaC for the project study area. Thus, the biological conclusion for the species is no effect and will not be
considered moving forward. Should a future NEPA consultation be required, the IPaC system should be
rechecked for this species.
Residential and Commercial Impacts:
The proposed project would occur primarily within the existing NCDOT right-of-way. Small segments of
additional right-of-way would be acquired from two (2) residential parcels. Temporary construction
easements would be required from three (3) residential parcels. The project proposes the construction of a
retaining wall east of US 74 near Birchwood Mobile Home Park to avoid three (3) potential residential
displacements.
Public Involvement:
On December 7, 2022, 65 postcards were mailed to inform residents of the project website. The website
provided the project description, proposed bridge typical section, project schedule, and costs. The website
received 50 views, and two (2) participants provided comments. One received comment requested an
update on construction schedule and potential detour routes; a response was provided to the commenter
via the project website indicating a twelve-month schedule and that a temporary bridge would be provided
during construction thus no detours would be needed. The second was regarding pink flagging on a
property; to which a response was provided via the website that the pink flags were not related to the B-5982
project.
v2019.1 B-5982 Type I(A) CE Page 3

DocuSign Envelope ID: 389911FE-3078-4484-B337-8C4569602418
Tribal Coordination:
Five (5) tribes were contacted on Monday February 13, 2023 regarding potential project impacts. Their
responses are summarized below.
Tribe
Response
Catawba Indian Nation (CIN)
No immediate concerns; notify if Native American
artifacts and/or human remains are located during
the ground disturbance phase of this project.
(3/14/23)
United Keetoowah Band of Cherokee Indians in
No immediate concerns; notify if Native American
Oklahoma (UKB)
artifacts and/or human remains are located during
the ground disturbance phase of this project.
(3/22/23)
Muscogee (Creek) Nation (MCN)
No immediate concerns; notify if Native American
artifacts and/or human remains are located during
the ground disturbance phase of this project.
(2/16/23)
Eastern Band of Cherokee Indians (EBCI)
No response
Cherokee Nation (CN)
No response
v2019.1 B-5982 Type I(A) CE Page 4

DocuSign Envelope ID: 389911FE-3078-4484-B337-8C4569602418
F. Proiect Impact Criteria Checklists:
F2. Ground Disturbing Actions — Type I (Appendix A) & Type II (Appendix B)
Proposed improvement(s) that fit Type I Actions (NCDOT-FHWA CE Programmatic Agreement,
Appendix A) including 2, 3, 6, 7, 9, 12, 18, 21, 22 (ground disturbing), 23, 24, 25, 26, 27, 28, &/or 30; &/or
Type II Actions (NCDOT-FHWA CE Programmatic Agreement, Appendix B) answer the project impact
threshold questions (below) and questions 8 — 31.
• If any question 1-7 is checked "Yes" then NCDOT certification for FHWA approval is required.
• If any question 8-31 is checked "Yes" then additional information will be required for those questions
in Section G.
PROJECT IMPACT THRESHOLDS
Yes
No
(FHWA signature required if any of the questions 1-7 are marked "Yes".)
1
Does the project require formal consultation with U.S. Fish and Wildlife Service
❑
u
(USFWS) or National Marine Fisheries Service (NMFS)?
2
Does the project result in impacts subject to the conditions of the Bald and Golden
❑
R1
Eagle Protection Act (BGEPA)?
3
Does the project generate substantial controversy or public opposition, for any
❑
R1
reason, following appropriate public involvement?
4
Does the project cause disproportionately high and adverse impacts relative to low-
❑
R1
income and/or minority populations?
5
Does the project involve a residential or commercial displacement, or a substantial
❑
R1
amount of right of way acquisition?
6
Does the project require an Individual Section 4(f) approval?
❑
[1
Does the project include adverse effects that cannot be resolved with a
7
Memorandum of Agreement (MOA) under Section 106 of the National Historic
❑
Preservation Act (NHPA) or have an adverse effect on a National Historic Landmark
(NHL)?
If any question 8-31 is checked "Yes" then additional information will be required for those questions in
Section G.
Other Considerations
Yes
No
8
Is an Endangered Species Act (ESA) determination unresolved or is the project
❑
u
covered by a Programmatic Agreement under Section 7?
9
Is the project located in anadromous fish spawning waters?
❑
[1
Does the project impact waters classified as Outstanding Resource Water (ORW),
10
High Quality Water (HQW), Water Supply Watershed Critical Areas, 303(d) listed
❑
[1
impaired water bodies, buffer rules, or Submerged Aquatic Vegetation (SAV)?
11
Does the project impact Waters of the United States in any of the designated
❑
R1
mountain trout streams?
12
Does the project require a U.S. Army Corps of Engineers (USACE) Individual Section
❑
R1
404 Permit?
13
Will the project require an easement from a Federal Energy Regulatory Commission
❑
2
(FERC) licensed facility?
v2019.1 B-5982 Type I(A) CE Page 5

DocuSign Envelope ID: 389911FE-3078-4484-B337-8C4569602418
Other Considerations for Type I and II Ground Disturbing Actions (continued)
Yes
No
Does the project include a Section 106 of the National Historic Preservation Act
14
(NHPA) effects determination other than a No Effect, including archaeological
❑
0
remains?
15
Does the project involve GeoEnvironmental Sites of Concerns such as gas stations,
❑
0
dry cleaners, landfills, etc.?
Does the project require work encroaching and adversely affecting a regulatory
16
floodway or work affecting the base floodplain (100-year flood) elevations of a water
[1
❑
course or lake, pursuant to Executive Order 11988 and 23 CFR 650 subpart A?
17
Is the project in a Coastal Area Management Act (CAMA) county and substantially
❑
u
affects the coastal zone and/or any Area of Environmental Concern (AEC)?
18
Does the project require a U.S. Coast Guard (USCG) permit?
❑
R1
19
Does the project involve construction activities in, across, or adjacent to a designated
❑
2
Wild and Scenic River present within the project area?
20
Does the project involve Coastal Barrier Resources Act (CBRA) resources?
❑
2
21
Does the project impact federal lands (e.g. U.S. Forest Service (USFS), USFWS,
❑
0
etc.) or Tribal Lands?
22
Does the project involve any changes in access control or the modification or
❑
2
construction of an interchange on an interstate?
23
Does the project have a permanent adverse effect on local traffic patterns or
❑
z
community cohesiveness?
24
Will maintenance of traffic cause substantial disruption?
❑
2
25
Is the project inconsistent with the STIP, and where applicable, the Metropolitan
❑
2
Planning Or anization's MPO's Transportation Improvement Program (TIP)?
Does the project require the acquisition of lands under the protection of Section 6(f)
of the Land and Water Conservation Act, the Federal Aid in Fish Restoration Act, the
26
Federal Aid in Wildlife Restoration Act, Tennessee Valley Authority (TVA), Tribal
❑
2
Lands, or other unique areas or special lands that were acquired in fee or easement
with public -use money and have deed restrictions or covenants on the property?
27
Does the project involve Federal Emergency Management Agency (FEMA) buyout
❑
z
properties under the Hazard Mitigation Grant Program HMGP ?
28
Does the project include a de minimis or programmatic Section 4(f)?
❑
2
29
Is the project considered a Type I under the NCDOT Noise Policy?
❑
2
30
Is there prime or important farmland soil impacted by this project as defined by the
❑
z
Farmland Protection Policy Act (FPPA)?
31
Are there other issues that arose during the project development process that
❑
2
affected the project decision?
v2019.1 B-5982 Type I(A) CE Page 6

DocuSign Envelope ID: 389911 FE-3078-4484-B337-8C4569602418
G. Additional Documentation as Required from Section F (ONLY for questions marked `Yes'):
Question 8: Federally Protected Species
Tricolored bat: This species is currently under review for listing under the ESA in the near future.
The NCNHP Data Explorer report dated October 31, 2022, revealed no documented occurrences of
this species within 1.0 mile of the study area. At this time, no biological conclusion is required. The
nearest record of a Tricolored bat is 4.3 miles southwest of the proposed bridge replacement.
Northern long-eared bat (NLEB): A NCNHP Data Explorer report dated October 31, 2022, indicates
no known occurrences within 1.0 mile of the study area. A Biological Conclusion of May Affect Not
Likely to Adversely Affect is given based on the presence of suitable foraging and commuting habitat.
A bridge survey was conducted on July 20, 2022 and no specimens of bats or evidence of bats was
observed. No evidence of bats was found on the structure, no caves or mines are in the area, and a
large area of alternative available suitable habitat exists in the project vicinity. The nearest record of
a NLEB is 8.3 miles to the south.
Gray bat and Indiana bat: A NCNHP Data Explorer report dated October 31, 2022, indicates no
known occurrences within 1.0 mile of the study area. A Biological Conclusion of May Affect Not Likely
to Adversely Affect is given based on the presence of suitable foraging and commuting habitat. No
evidence of bats was found on the structure, no caves or mines are in the area, and a large area of
alternative available suitable habitat exists in the project vicinity. The nearest record of the Gray bat
is 2.4 miles northeast of the project site, and 6.2 miles to the northwest for the Indian bat.
Question 16: Regulatory Floodways
The proposed project is adjacent to the regulatory floodway and floodplain for the Pigeon River. No
work is required in the regulatory floodway; therefore, the proposed project is not anticipated to result
in adverse effects to the regulatory floodway. The proposed project would require approximately 75
feet of project work along Y4 (Northwood Drive) that is contained within the effective base floodplain,
however the work is limited to less than 0.5 feet of roadway fill and resurfacing.
v2019.1 B-5982 Type I(A) CE Page 7

DocuSign Envelope ID: 389911FE-3078-4484-B337-8C4569602418
H. Project Commitments:
PROJECT COMMITMENTS
Replacement of Bridge 430095 on US 74 over Blue Ridge Southern Railroad
Haywood County
WBS 47814.1.1
STIP Project B-5982
FA Number: N/A
The following special commitments have been agreed to by NCDOT Structures
Management Unit for the B-5982 PCE environmental review:
Division 14 Construction - Tree Clearing Moratorium:
An active season tree -cutting moratorium (no tree -cutting between March 15 and
October 15) is anticipated for this project.
B-5982 Page 1 of 1
Green Sheet
April 2023

DocuSign Envelope ID: 389911 FE-3078-4484-B337-8C4569602418
I. Categorical Exclusion Approval:
TIP Project No. B-5982
WBS Element 47814.1.1
Federal Project No. N/A
Prepared By:
DocuSigned by:
4/25/2023 �uunvn 'JA'kx�
2A53D71008FA404...
Date Lauren Triebert, PE
VHB
Prepared For:
Reviewed By:
4/25/2023
-X-Ag-ti
NCDOT Structures Management Unit
DocuSigned by:
John Jamison, Unit Head
NCDOT — Environmental Policy Unit
• If NO grey boxes are checked in Section F (pages 2 and
[1 Approved 3), NCDOT approves the Type I or Type II Categorical
Exclusion.
• If ANY grey boxes are checked in Section F (pages 2 and
❑ Certified 3), NCDOT certifies the Type I or Type II Categorical
Exclusion for FHWA approval.
• If classified as Type III Categorical Exclusion.
DocuSigned by:
4/25/2023 QO.,AJ
G
Date David Stutts, PE — PEF/Program Management
NCDOT — Structures Management Unit
FHWA Approved: For Projects Certified by NCDOT (above), FHWA signature required.
N/A
Date for John F. Sullivan, III, PE, Division Administrator
Federal Highway Administration
Note: Prior to ROW or Construction authorization, a consultation may be required (please see
Section Vll of the NCDOT-FHWA CE Programmatic Agreement for more details).
v2019.1 B-5982 Type I(A) CE Page 9

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Census Bureau, USDA, Esri, NASA, NGA, USGS, FEMA
OF tAORip C,q N County: Haywood
qP� 9o�y NORTH CAROLINA DEPARTMENT VICINITY MAP
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v9 �v DIVISION 14 ESRI Streets & World Topographic Basemap Project: B-5982 1
of TFiANSeO Date: November 2 222

DocuSign Envelope ID: 389911 FE-3078-4484-B337-8C4569602418
Project Tracking No. (Internal Use
17-12-0070
,r
♦ HISTORIC ARCHITECTURE AND LANDSCAPES
R NO SURVEY REQUIRED FORM
' This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
Project No:
B-5982
County:
Haywood
WBS No.:
44593.1.1
Document
Type. -
CE
Fed. Aid No:
Funding:
❑ State ® Federal
Federal
Permit(s):
® Yes ❑ No
Permit
Ty e(s) :
USACE
Proiect Description: Replace Bridge No. 430095 on US74 over Southern Railroad.
SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW
Description of review activities, results, and conclusions:
Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was
undertaken on January 10, 2018. Based on this review, there are no existing NR, SL, LD, DE, or
SS properties in the Area of Potential Effects, which is defined as the study area on the following
maps. One Survey Site, HW0449 Morgan -Justice House, is no longer standing based on aerial
imagery and Google Street View while another survey site, HW0319 Barker House, is outside of
the APE and will not be affected by this project The National Register listed Shook-Welch-
Smathers House is also outside of the APE and will not be affected. All structures within the
APE consist of manufactured homes and early to mid -twentieth century houses that are
unremarkable and not eligible for National Register listing. There are no National Register listed
or eligible properties and no survey is required. If design plans change, additional review will be
required.
Why the available information provides a reliable basis for reasonably predicting that there
are no unidentified sieniftcant historic architectural or landscape resources in the project
area:
HPO quad maps and GIS information recording NR, SL, LD, DE, and SS properties for the
Haywood County survey, Haywood County GIS/Tax information, and Google Maps are
considered valid for the purposes of determining the likelihood of historic resources being
present. There are no National Register listed or eligible properties within the APE and no
survey is required.
SUPPORT DOCUMENTATION
ap(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans
FINDINGY NCDOT ARCHITECTURAL HISTORIAN
Historiic AKcbitecture and Lan capes -- NO SURVEY REQUIRED
N
Hi
Historic Architecture and Landscapes NO SURVEY REQUIRF,D form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Pagel of 3

DocuSign Envelope ID: 389911 FE-3078-4484-B337-8C4569602418
17-12-0056
aa� ARCHAEOLOGICAL SURVEY REQUIRED FORM 4.
A 4 This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not (,
f i7 ;
{� o � valid for Historic Architecture and Landscapes. You must consult separately with the
a. `Cjti Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No: B-5982 County: Haywood
WBS No: 44593.1.1 Document: Federal CE
F.A. No: Funding: ❑ State ® Federal
Federal Permit Required? ® Yes ❑ No Permit Type: USACE
Project Description: Replacement of Bridge No. 95 over Southern RR on US 74 in Haywood County,
North Carolina. The archaeological Area of Potential Effects (APE) is centered on the bridge structure
and measures .50 mile in length and 500ft in width (250ft from each side of the US 74 center -line).
SUMMARY OF ARCHAEOLOGICAL RESOURCES REVIEW: SURVEYREQUIRED
To determine the cultural resource potential of the APE, numerous sources of information were considered. First,
preliminary construction design, funding, and other data was examined for defining the potential impacts to the
APE ground surfaces and for determining the level of effort necessary for compliance. In this case, the project is
federally -funded with federal permit interaction and subject to Section 106 of the National Historic Preservation
Act. The Federal Highway Administration (FHwA) will serve as the lead federal agency.
Next, a map review and site file search was conducted at the Office of State Archaeology (OSA) on Wednesday,
Jannuary 24, 2018. No previously documented archaeological sites have been recorded within the limits of the
project's APE. However, several archaeological sites have been documented nearby in similar environmental
contexts as the project study area, increasing the likelihood that similar sites may be contained within the
currently defined APE.
Examination of NRHP, State Study Listed (SL), Locally Designated (LD), Determined Eligible (DE), and Surveyed Site
(SS) properties employing resources available on the North Carolina State Historic Preservation Office (NCSHPO)
website demonstrated that none of these properties with possible contributing archaeological components are
situated in the APE. Also, historic maps of Haywood County were appraised for former structure locations, land use
patterns, or other confirmation of historic occupation in the project vicinity. Archaeological/historical reference
materials were reviewed as well. Based on cultural/historical factors, the APE is considered to have a moderate
potential of containing prehistoric archaeological artifacts or deposits.
In addition, topographic, geologic, flood boundary, lidar, and NRCS soil survey maps were referenced for the
evaluation of geomorphological, pedeological, hydrological, and other environmental -type elements that may have
resulted in past occupation at this location. Finally, review of aerial and on -ground images (NCDOT Spatial Data
Viewer, Google, ARC-GIS) afforded first-hand perspectives of the overall study area which were useful for assessing
localized disturbances, both natural and human induced, which compromise the integrity of archaeological
sites/deposits. Based on environmental determinants, the APE is considered to have a moderate potential for the
recovery of archaeological artifacts, deposits, or features.
Environmental factors and the localized archaeological site pattern increase the likelihood of prehistoric occupation
at this APE location. An in -field reconnaissance and survey of the APE is recommended prior to
construction/replacement activities.
"ARCHAEOLOGICAL SURVEY REQUIRED "form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
1 of 2

DocuSign Envelope ID: 389911 FE-3078-4484-B337-8C4569602418
17-12-0056
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info ❑ Photos
❑ Photocopy of County Survey Notes Other:
FINDING BY NCDOT ARCHAEOLOGIST +URVEYREQUIRED]
NCDOT ARCHAEOLOGIST
Proposed fieldwork completion date
[]Correspondence
Date
"ARCHAEOLOGICAL SURVEY REQUIRED "form for the AmendedMinor Transportation Projects as Qualified in the 2015 Programmatic Agreement.
2 of 2

DocuSign Envelope ID: 389911FE-3078-4484-B337-8C4569602418
Project Tracking No.:
17-12-0070-%
NO NATIONAL REGISTER OF HISTORIC PLACES
ooi�... ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES
q` PRESENT FORM
*This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not ` e
4` valid for Historic Architecture and Landscapes. You must consult separately with the 4
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No.
WBS No
F.A. No:
B-5982
44593.1.1
Federal Permit Required?
County:
Document.
Haywood
Federal CE
Funding: ❑ State ® Federal
® Yes ❑ No Permit Type: USACE
Project Description:
Replacement of Bridge No. 95 over Southern RR on US 74 in Haywood County, North Carolina. The
archaeological APE (Area of Potential Effects) is centered on the bridge structure and measures 0.50
mile in length and 500 ft. in width (250 ft. from each side of the US 74 center line).
SUMMARY OF ARCHAEOLOGICAL FINDINGS
TRC Environmental Corporation (TRC) conducted an archaeological survey and evaluation for the
replacement of Bridge No. 92 over the Southern Railroad on US 74 (TIP B-5982) in Haywood County,
North Carolina. As specified by the NCDOT, the survey corridor (Area of Potential Effects [APE] for
archaeology) is defined as a 0.50 mile (804.7 meters) long and 500 feet (152 meters) wide corridor
(extending 250-feet on either side of the existing US 74 center line) extending from the intersection of US
74 and US 19 northeast almost to the intersection of US 74 and I-26. The APE covers approximately 50
acres (20.2 hectares). In addition to crossing the southern Railroad, the corridor also crosses the Pigeon
River approximately 200 in to the north. The fieldwork was carried out from April 15 to 29, 2019, and was
directed by Michael Nelson, with the assistance of field technicians Lincoln Caldwell, Rachael Denton,
Melissa Emery, and Josh Stanley. A total of 131 shovel tests were excavated across the project corridor and
no cultural resources were identified within the project APE. Consequently, no further archaeological
investigations are recommended for this project as currently defined.
The North Carolina Department of Transportation (NCDOT) Archaeology Group reviewed the subject
project and determined.•
® There are no National Register listed or eligible ARCHAEOLOGICAL SITES present
within the project's area of potential effects. (Attach any notes or documents as needed)
❑ No subsurface archaeological investigations were required for this project.
® Subsurface investigations did not reveal the presence of any archaeological resources.
❑ Subsurface investigations did not reveal the presence of any archaeological resources
considered eligible for the National Register.
❑ All identified archaeological sites located within the APE have been considered and all
compliance for archaeological resources with Section 106 of the National Historic
Preservation Act and GS 121-12(a) has been completed for this project.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
1of17

DocuSign Envelope ID: 389911FE-3078-4484-B337-8C4569602418 Project Tracking No.:
17-12-00705b
Brief description of review activities, results of review, and conclusions:
TRC Environmental Corporation (TRC) conducted an archaeological survey and evaluation for the
replacement of Bridge No. 92 over the Southern RR on US 74 in Haywood County. The fieldwork was
carried out from April 15 to 29, 2019 and was directed by Michael Nelson, with the assistance of field
technicians Lincoln Caldwell, Rachael Denton, Melissa Emery, and Josh Stanley. A total of 131 shovel
tests were excavated across the project corridor and no cultural resources were identified within the project
APE. Consequently, no further archaeological investigations are recommended for this project as currently
defined.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ❑ Previous Survey Info ® Photos ❑Correspondence
Other: Cultural Review
Signed
A4 FA�-, Ujv-m�Z-- ::: �
NCDOT ARCHAEOLOGIST Date
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
TRC Environmental Corporation (TRC) conducted an archaeological survey and evaluation for the
replacement of Bridge No. 92 over the Southern Railroad on US 74 in Haywood County, North Carolina
(Figure 1). As specified by the NCDOT, the survey corridor (Area of Potential Effects [APE] for
archaeology) is defined as a 0.50 mile (804.7 meters) long and 500 feet (152 meters) wide corridor
(extending 250-feet on either side of the existing US 74 center line) extending from the intersection of US
74 and US 19 northeast almost to the intersection of US 74 and I-26. The APE is crossed by both secondary
roads and private drives as well the Southern Railroad. Most of the corridor crosses through residential
properties, although some areas of farm and/or pasture are present. Small sections of the corridor are
wooded roadside properties that have been modified during previous road developments.
The fieldwork was carried out from April 15 to 29, 2019 and was directed by Michael Nelson, with the
assistance of field technicians Lincoln Caldwell, Rachael Denton, Melissa Emery, and Josh Stanley. A total
of 131 shovel tests were excavated across the project corridor (Figures 2-5); no archaeological resources
were identified within the project APE. Consequently, no further archaeological investigations are
recommended for this project as currently defined.
Background Research
Previously Identified Sites and Archaeological Surveys. -A map review and site files search was
conducted by Hannah Smith of TRC at the Office of State Archaeology (OSA) on April 8, 2019, which
supplemented a previous NCDOT review. The background research indicated that there have been no
previous archaeological surveys and that there are no previously recorded sites within or adjacent to the
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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DocuSign Envelope ID: 389911FE-3078-4484-B337-8C4569602418
Project Tracking No.:
17-12-0070- 6
project APE. Eight sites have been identified within a one -mile radius, however, including at least two
with Archaic period and three with Woodland period components (Table 1).
A review of the North Carolina State Historic Preservation Office (SHPO) online data base (HPOWEB
2019) identified three properties: the Morgan -Justice House (HW0449), the Barker House (HW0319), and
the Shook-Welch-Smathers House (HW0179) within a half mile of the project APE. The Morgan -Justice
and the Barker houses are surveyed only properties, while the Shook-Welch-Smathers House, a ca. 1810
two-story farmhouse, is listed on the National Register of Historic Places (NRHP) (Hood and Siekkinen
2008). There is no potential for materials associated with any of these structures within the APE, however.
Historic Map Review: Topographic maps and other historic period maps were examined for information
on previous structure locations or on natural or cultural variables that might have affected site locations.
Many early to mid -nineteenth century maps (i.e. Price and Strother 1808) depict the general location of the
Pigeon River, but provide no detail on the immediate project vicinity. The earliest identified USGS map of
the area dates to 1894 (Figure 6) and depicts the railroad and river, along with a road running along the
south side of the river; the village of Clyde is shown a short distance to the east. The 1901 quadrangle
(Figure 7) shows additional structures in the general vicinity, but given the scale of the map it is impossible
to determine if any were situated within the APE. The 1922 Haywood County soil map depicts the Southern
Railroad as well as what appears to be present-day River and Hyder Mountain roads, but no structures that
can be clearly identified as within the APE (Jurney et al. 1922) (Figure 8).
The 1935 USGS 1:24,000 Clyde quadrangle depicts more detail of the project corridor, including a number
of structures along the Pigeon River and the railroad along the west side of future US 74, although most
appear to fall outside the current project corridor (USGS 1935) (Figure 9). The 1941 edition of the Clyde
quadrangle depicts the same river, railroad, and road configuration; more structures are present in the area,
although only one appears to fall within the project corridor (USGS 1941) (Figure 10). The 1967 map shows
increasing development, including US 74 and I-40 and associated access ramps at their present locations
(Figure 11).
Soils. On-line soils data show seven soil types are located within the project area, including Braddock clay
loam, 8-15% slopes, eroded (BkC2); Dillsboro loam, 2-8% slopes (DsB); Evard-Cowee, 30-50% slopes
(EvE); Hayesville clay loam, 8-30% slopes, eroded (HaC2 and HaD2); Rosman fine sandy loam, 0-2%
slopes, occasionally flooded (RoA); and Udorthents Urban land complex, 2-50% slopes (UfA). All of these
soil types are well drained, with the Braddock, Evard-Cowee, and Hayesville soil types found on ridges and
side slopes and the Dillsboro and Rosman soils found on stream terraces. The Braddock and Hayesville
soils are classified as eroded while the Udorthents are fill/spoil deposits (USDA NRCS 2019).
Fieldwork Results
The APE is crossed by the Pigeon River and the Southern Railroad, as well as by secondary roads (River
Road [SR 1523] and Hyder Mountain Road [SR 1513]) and a number of private drives. While most of the
APE is within residential properties, there are some smaller areas of farm and/or pasture as well as one
modified municipal property (Figures 12 and 13). Wooded areas are limited to small roadside properties
that have been modified during previous road developments. Several portions of the APE were not suitable
for shovel testing due to steep slope, hydric soils, impervious surfaces, and disturbed/developed areas (i.e.,
cut roadside banks and areas of obvious fill) (Figures 14 and 15).
The archaeological field survey included shovel testing at 15-m intervals along multiple transects within
the APE as well as visual inspection and walkover of the APE. Only one property could not be accessed
for survey; this is a ca. 3.38-acre (1.37 hectare) parcel at the northeastern end of the APE (Figures 2 and 3).
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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DocuSign Envelope ID: 389911FE-3078-4484-B337-8C4569602418
Project Tracking No.:
17-12-007056
In addition to the 15-m interval shovel testing, supplemental shovel tests were excavated across smaller
landforms when warranted. No shovel testing occurred in areas with impervious surfaces, standing water,
hydric soils, visible and severe ground disturbance, or 15% or greater slope. The shovel tests measured 30
cm in diameter and were excavated to subsoil or bedrock or a minimum depth of 75 cm below surface
(cmbs). All soils that were not obvious fill were dry -screened through '/4-inch mesh. Standard techniques
were used to describe each shovel test in terms of depth, stratigraphy, and artifact recovery.
A total of 131 shovel tests were excavated (Figures 2-5), but no artifacts or other indications of
archaeological sites were encountered. Typical soil profiles found within the APE were generally shallow
and/or disturbed. Shovel tests excavated along the ridges and side slopes consisted of a shallow (ranging
from 5-27 cmbs) Ap horizon (plowzone) of brown (7.5YR 4/4) loam (often compact and gravelly) atop
yellowish red (5YR 4/6) clayey loam to clay (B horizon) to depths of 15-40 cmbs (Figures 16 and 17).
Shovel tests excavated along the lower floodplains encountered a very dark grayish brown (10YR M)
sandy loam plowzone (with modern debris including pieces of asphalt and concrete and plastics) to depths
of 38-63 cmbs. Beneath the plowzone is dark yellowish brown (10YR3/6) sandy loam to depths of 63-80
cmbs.
No new archaeological resources were recorded within the APE during the course of the survey, and
consequently no additional work is recommended for this project as currently defined. The small area that
could not be accessed for survey is believed to have low potential for significant archaeological sites, and
no further efforts to survey that parcel are recommended.
Summary and Recommendations
The intensive archeological survey and evaluation of the study area for the proposed replacement of Bridge
95 on US 74 over the Southern Railroad (TIP B-5982) in Haywood County, North Carolina identified no
new archaeological resources within the project APE. Additionally, no previously recorded sites are located
within or adjacent to the APE. Consequently, no further archaeological investigations are recommended for
this project as currently defined.
Sincerely,
�t -elalli
Michael Nelson
Archaeologist, Asheville
TRC Environmental Corporation
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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