20170938 Ver 2_Appdx F and H- No G_20190129

APPENDI❑ F
PHASE I ENVIRONMENTAL SITE ASSESSMENT

Appendix H
CSX CCX Intermodal Rail Terminal and Line of Road Improvements
Edgecombe and Nash Counties, North Carolina
Project No. 643009004
APPENDI❑ H
FLOOD STUDY AND NOERISE CERTIFICATION

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Hydrologic and Hydraulic
Report
CSX/CCX Terminal/Track Siding
Culvert Headwall at MP 112.89
Rocky Mount, NC
December 5, 2018
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Oct. 25, 2018 1 Page 1

Contents
1 Introduction........................................................................................................................................ 3
2 Location Map..................................................................................................................................... 3
3 Existing Conditions.............................................................................................................................4
4 Photographs......................................................................................................................................4
5 Proposed Culvert Design...................................................................................................................4
6 Hydrologic Analysis............................................................................................................................4
7 HydraulicAnalysis..............................................................................................................................4
8 Scour Analysis...................................................................................................................................6
9 Conclusion......................................................................................................................................... 6
Appendices
Appendix A.
Photographs
Appendix B.
Proposed Structure
Appendix C.
FEMA FIRM map
Appendix D:
Hydraulic Analysis
Appendix E:
HEC -RAS Output Figures
Tables
Table 7-1. Summary of WSE
Table 7-2. Summary of Channel Velocities
Figures
Figure 2-1. Location Map
*Figures, photographs, and other graphical outputs are as noted in the appendices
Oct. 25, 2018 1 Page 2

Introduction
CSX Transportation is developing construction plans and environmental permits for
a new intermodal terminal in Rocky Mount, NC which will include a new track siding.
As part of the installation of the new siding track, two culverts, located at MP A
112.89, on the North End Subdivision will need to be modified - an 11.5' diameter
corrugated metal culvert and a 4'H x 125W precast concrete culvert. The circular
metal culvert (south) is conveying the low -flow of Beech Branch while the precast
culvert (north) is providing additional conveyance during high-flow storm events.
This report analyzes the flow through these two culverts in order to model the
effects of a proposed headwall on the downstream end of the precast culvert.
A hydrology and hydraulics study of the stream was performed to confirm a no -rise
condition from the addition of a downstream headwall and to verify that there are no
adverse effects to Beech Branch
Location Map
The project is located in Rocky Mount, North Carolina
Project
Location
0
Red Oak
�ortches
wrendaie
Old Hvy 6d
R6
Nashville
O Wemry
7-1
Rocky Mount
® CD
7-7
Penc
Figure 2-1. Location Map
Oct. 25, 2018 1 Page 3

Existing Conditions
The concrete precast culvert has a height of 4.7', a span of 12', and extends 140' in
length. This culvert is designed to convey additional storm flow for Beech Branch
which typically only runs through an adjacent 12' diameter corrugated metal culvert
in the stream during low flow periods.
Photographs
See Appendix A: Photographs
Proposed Culvert Design
The existing precast culvert structure will remain in place. A headwall is proposed to
be installed on the downstream end of the culvert (outlet) as a means to retain the
fill that is being added in the area to accommodate the new proposed track for the
CCX terminal project. The upstream end of the culvert will remain unchanged.
The wing walls for the proposed headwall will be installed at a 30 degree flare from
the flow direction. As a part of the headwall, a 1'-9" "crown" will be installed atop the
culvert exit to span the distance between the two proposed wing walls. See
Appendix B for a detail of the proposed headwall design.
Hydrologic Analysis
The existing flow data for the 100 yr storm event, as per the provided FEMA model,
was used. No additional hydrology study was performed. See Appendix C for FEMA
firm map.
Hydraulic Analysis
The project is located in a `Zone AE' floodway. Hydraulic calculations were
performed using the US Army Corps of Engineer River Analysis System (HEC RAS
v4.1.0) modeling program for the existing and proposed. The HEC RAS model
(v3.0.1) for Beech Branch from FEMA was obtained to use as a baseline for the
model.
The geometry data from the HEC RAS model obtained from FEMA was updated
with current survey data for the channel and surrounding floodplain to create the
existing model. The most current survey data indicated that the cross sections
looked significantly different just downstream of the culvert than what was shown in
the FEMA model. To more accurately model this area, two additional cross sections
were added to reflect this change. For the existing cross sections, most of the
floodplain data remained unchanged from the existing FEMA model.
Oct. 25, 2018 1 Page 4

The Energy method was used for both low flow and high flow calculations. Table 7-
1 and 7-2 present a summary of the changes in water surface elevations and
velocities for the 100 -year design storms.
Water Su Elevation (ft)
River Station Description Event Existing Proposed Difference
(ft) (ft) (ft)
47266
FEMA
100 YR
98.63
98.62
-0.01
46890
FEMA
100 YR
98.53
98.52
-0.01
46810
Precast Culvert
100 YR
-
-
-
46730
FEMA
100 YR
94.77
94.77
0.00
46693
Engineer Added
100 YR
94.74
94.74
0.00
46621
Engineer Added
100 YR
93.23
93.23
0.00
45783
FEMA
100 YR
91.09
91.09
0.00
Table 7-1. Summary of WSEL
Channel Velocity (ft/s)
River Station Description Event Existing
(ft/s)
Proposed Difference
(ft/s) (ft/s)
47266
FEMA
100 YR
1.02
1.02
0.00
46890
FE INAA.
100 YR
2.03
2.03
0.00
46810
Precast Culvert
100 YR
-
-
-
46730
FEM7'=
100 YR
4.39
4.43
+0.04
46693
Engineer Added
100 YR
3.72
3.72
0.00
46621
Engineer Added
100 YR
9.51
9.51
0.00
45783
FEMA
100 YR
2.27
2.27
0.00
Table 7-2. Summary of Channel Velocities
For the cross section immediately downstream of the culvert, no change in the WSE
is occurring. As shown above, the velocity of the downstream culvert cross section
(XS 46730) is slightly increasing by 0.04 ft/s. This change is attributed by the
addition of the outlet headwall which is constricting the flow while also smoothing
out the sides of the channel. This change increases the velocity of the water while
the WSE remains unchanged at XS 46730. It should be noted that this increase in
velocity is limited to this cross section as the following cross section velocities and
water surface elevations remain unchanged from the existing condition.
Oct. 25, 2018 1 Page 5

As also shown above, the WSE of the two cross sections upstream of the bridge
(XS 47266 & XS 46890) are slightly decreasing by 0.01 ft each. Because the slope
of the culvert is shallow (1.2%) this is causing the flow to be outlet -controlled. This
means that the increasing velocity downstream causes the slight WSE decrease
that is observed in the upstream cross sections.
Since the affects were limited and there is no rise in the surface elevation, further
analysis to match the 100 -year existing WSE is not warranted.
See Appendix D for additional HEC -RAS output data
See Appendix E for HEC -RAS output figures
Scour Analysis
No scour analysis was performed for the culvert.
Conclusion
The proposed addition of the outlet headwall minimally increases the velocity of the
water exiting the culvert while slightly decreasing the water surface elevations
upstream. With the implementation of the proposed culvert headwall as designed,
there will be no rise in the water surface elevation upstream, downstream, or at the
culvert itself.
Oct. 25, 2018 1 Page 6

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Appendix 6 — Proposed Structure
ELEVATION
SCJLE V - V -O"
Figure D-1: Proposed Culvert Headwall Elevation Detail

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..............
...............
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is
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I PLAN
PROFILE
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Figure D-2: Proposed Culvert Headwall Plan and Profile

Appendix C. FEMA FIRM Map
-....�. '.��... aT I
� ONE a
1 `
ZONE X
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ZD NE AE x6091
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City of
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Rocky LSounE
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is '„i. • . ��Y �` / � \\\\
�� ���'�% �l",• � _ .^.'`...`���TnNene 1. i-irpnrated Areas ,.�
• i 37iH3R? -
ZONE k-- i•.'-_.. }j
I ZONE X -
Project
i�����'� - Hnlrn,:rritnri:JJurindl;�threi ;r- -'t
Location
ZONE X
ZONE AE
Figure B-3: Floodplain Map — City of Rocky Mount, Nash County, Edgecombe
County

FN
Figure 13-4: FIRM Panel
PANEL 3863)
FI RAIZ
ji
FLOOD INSURANCE RATE MAR
NORTH CAROLINA
CD
PANEL 3863
(SEE LOCATOR DIAGRAM 09 MAP INDEX ;-OR RPM
PANEL LAYOUT;
CONTAINS:
COMMUN17Y NUMBER PANEL SUFFIX
M1
EDGECOMBE COU't IY :i7[ na? lHH l
d
NASH COUNTY 370M 390?
ROCKY MOUYr, CITY 01 7M"Z 3982
tD
Notice to llxn The rep Number, s°nvm below s+hnuld he used
when placiny roup orders: the Community Number Shown
ohtrre should ho used or insurance application torthe subject
cnrnMniy_
EFFECTIVE DATE MAP NUMBER
NOVEMBER 3, 2004 3720386300)
IQF
Fry r tYp
State of North Carolina
Federal Emergency Management Agency
Figure 13-4: FIRM Panel

Appendix D - Hydraulic Analysis
Figure C-1: Cross -Section Schematic from HEC -RAS Model
46894.4
46734.4
Reach
River Sta
Profile
Plan Q Total Min Ch EI
W. S. Elev Crit W. S. E.G. Elev E.G. Slope
Vel Chnl
Flow Area
Top Width Froude # Chl
(cfs) [ft]
(ft) (ft) [ft] (ft/ft)
(ft/s)
(sq ft)
(ft)
Reach -1
47266.0
100 -YEAR
EX 1270.00 05.601
98.63 98.64 0.000028
1.02
3953.15
599.27 0.05
Reach -1
47288.0
100 -YEAR
PR 1270.00 85.68
98.62 98.63 0.000029
1.02
3947.47
598.97 0.05
Reach -1
46894.4
100 -YEAR
EX 1270.44 87.44
98.53 92.27 98.64 0.000249
2.03
628.80
447.28 0.13
Reach -1
46890.0
100 -YEAR
PR 1270.00 87.00
98.52 92.271 98.59 0.000210
2.03
627.991
446.00 0.13
Reach -1
46810.0
Mult Open
Reach -1
46734.4
100 -YEAR
EX 1270.001 86.54
94.77 92.21 95.47 0.002042
4.39
291.81
272.27 0.35
Reach -1
46730.0
100 -YEAR
PR 1270.00 86.50
94.77 91.94 95.07 0.002047
4.43
288.92
185.89 0.36
Reach -1
46693
100 -YEAR
EX 1270.00 88.64
94.74 92.51 94.96 0.001799
3.721
341.40
364.23 0.32
Reach -1
46693
100 -YEAR
PR 1270.00 88.64
94.74 92.51 94.96 0.001799
3.72
341.40
341.12 0.32
Reach -1
46621
100 -YEAR
EX 1270.00 88.23
93.23 93.23 94.56 0.014596
9.51
174.70
313.12 0.94
Reach -1
46621
100 -YEAR
PR 1270.00 88.23
93.23 93.23 94.56 0.014596
9.51
174.70
295.57 0.94
Reach -1
45783.0
100 -YEAR
EX 1270.00 05.161
91.09 91.15 0.0004991
2.271
1242.17
379.201 0.19
Reach -1
45783.0
100 -YEAR
PR 1 1270.04 85.161
91.09 91.15 1 0.0004991
2.271
1242.17
379.201 0.19
Figure C-2: 100 year Flood Event HEC -RAS Comparison Table

Appendix E — HEC -RAS Output Figures
XS 47266 — FEMA
(EX & PR)
XS 46890 — FEMA/Survey
(EX & PR)

FN
Culvert Upstream XS 46810 — FEMA/Survey
(EX & PR)
Culvert Downstream XS 46810 — FEMA/Survey
EXISTING

FN
Culvert Downstream XS 46810 — FEMA/Survey/Design
PROPOSED HEADWALL
BeecM1 Bre cM1 All2 11 Fx 1112&2010 21oR 1V2812010
mn netream Fecmn d BgperoNertrt4M
XS 46730 — FEMA/Survey
EXISTING

M
XS 46730 — FEMA/Survey/Design
PROPOSED HEADWALL
XS 46693 — Survey
EXISTING

M
XS 46693 — Survey/Design
PROPOSED
XS 46621 — Survey
EXISTING

FN
XS 46621 — Survey/Design
PROPOSED
XS 45783 — FEMA
(EX & PR)

tW
t
Hydrologic and Hydraulic
Report
CSX/CCX Terminal/Track Siding
Culvert Extension at MP 112.43
Rocky Mount, NC
December 7, 2018
Dec. 07, 2018 1 Page 1
,R r
Hydrologic and Hydraulic
Report
CSX/CCX Terminal/Track Siding
Culvert Extension at MP 112.43
Rocky Mount, NC
December 7, 2018
Dec. 07, 2018 1 Page 1

Contents
1 Introduction........................................................................................................................................
3
2 Location Map.....................................................................................................................................
3
3 Existing Conditions.............................................................................................................................4
Hydrologic Analysis
4 Photographs......................................................................................................................................4
Hydraulic Analysis
5 Proposed Culvert Design...................................................................................................................4
HEC -RAS Output Figures
6 Hydrologic Analysis............................................................................................................................4
7 HydraulicAnalysis..............................................................................................................................
5
8 Scour Analysis...................................................................................................................................7
9 Conclusion.........................................................................................................................................
7
Appendices
Appendix A.
Photographs
Appendix B.
Proposed Structure
Appendix C.
Hydrologic Analysis
Appendix D:
Hydraulic Analysis
Appendix E:
HEC -RAS Output Figures
Tables
Table 7-1. Summary of WSE
Table 7-2. Summary of Channel Velocities
Figures
Figure 2-1. Location Map
*Figures, photographs, and other graphical outputs are as noted in the appendices
Dec. 07, 2018 1 Page 2

Introduction
CSX Transportation is developing construction plans and environmental permits for
a new intermodal terminal in Rocky Mount, NC which will include a new track siding.
As part of the installation of the new siding track and arch culvert, located at MP A
112.43, on the North End Subdivision will need to be extended. This report
analyzes the tributary of Beech Branch flowing through this culvert in order to model
the effects of the proposed extension on the downstream end of the culvert.
A hydrology and hydraulics study of the stream was performed to confirm a no -rise
condition from the addition of a downstream extension and to verify that there are
no adverse effects to the unnamed tributary.
Location Map
The project is located in Rocky Mount, North Carolina
Project
Location
a:
kc9 Oak ❑nkc
�ortches
Id Hwy 6<
0
Rocky Mount 0
U
Pers .
Figure 2-1. Location Map
Dec. 07, 20181 Page 3

FYa
3 Existing Conditions
The arch culvert has a height of 7.8', a span of 6.5', and extends 45' in length. It has
stone masonry construction with headwalls on both ends. See Appendix A for
current photographs of the culvert.
4 Photographs
See Appendix A: Photographs
5 Proposed Culvert Design
The existing precast culvert structure will remain in place. The culvert addition will
extend 30' downstream from the existing culvert opening. This extension will include
a headwall with wing walls installed at a 45 degree flare from the flow direction. The
extension will be constructed with a concrete slab and support walls of which a
semi -circular steel liner will sit atop in order to match the existing culvert shape. The
steel liner will extend 9.5' into the existing culvert to create a smooth flow transition
into the new portion of the culvert. The upstream end of the culvert will remain
unchanged.
In addition, the fill material being placed for the new track siding is encroaching
upon the stream just south of the culvert outlet. Due to this encroachment, re-
grading is being proposed to reshape and reroute the channel just downstream of
the culvert to connect back to the existing channel. This reshaping should also help
with the hydraulics of the channel. See Appendix B drawings of the proposed
culvert extension.
6 Hydrologic Analysis
The tributary flowing through this culvert accepts the flow of several smaller streams
before entering the culvert. Several analyses were ran in order to check the flow
changes following these convergences. StreamStats was used for these hydrologic
analyses. See Appendix C for watershed information, flood data, and flow rates.
Dec. 07, 2018 1 Page 4

FN
7 Hydraulic Analysis
The project is located in a `Zone AE' floodplain. Hydraulic calculations were
performed using the US Army Corps of Engineer River Analysis System (HEC RAS
v4.1.0) modeling program for the existing and proposed.
Model Justification
To create the existing model geometry, three separate sources were used: 1) A
detailed survey of channel in the immediate vicinity of the culvert (Nov. `18), 2) A
survey with a larger overall scope (Oct. `18), 3) Current LiDAR data was used to
supplement in areas further up and downstream and in the floodplain. No detailed
survey was completed within the channel of the stream. To represent the channel
as accurately as possible, several sources were used. The survey was used to
determine the location of the stream and approximate width of the channel. This
was double checked using Google Earth imagery (updated in Mar. '18). The
channel shape was determined using context clues from the floodplain as well as
the neighboring cross sections. These channels were used both in the existing and
proposed models. All section geometry remained unchanged between the pre and
post with the exception of the XS immediately downstream of the culvert in question
(XS 1320).
For the proposed model, the culvert changes were reflected as well as the channel
shape in the downstream cross section (XS 1320).
A conservative manning's n value was used for the entirety of the proposed culvert.
Because the values would vary only slightly — and because HEC -RAS has no way
of assigning multiple n values linearly along the length of a culvert — the manning's
n remained at 0.015 (unchanged from the existing condition).
Manning's n for the outlet section (XS 1320) was determined to be 0.025 which
takes into account the concrete and rip -rap of which the flow encounters upon
exiting the culvert.
The Energy method was used for both low flow and high flow calculations. Table 7-
1 and 7-2 present a summary of the changes in water surface elevations and
velocities for the 100 -year design storms.
Dec. 07, 2018 1 Page 5

Water Surface Elevation (ft)
River Station Description
2909
2485
1957
Event Existing
(ft)
Proposed
(ft)
Difference
(ft)
100 YR
97.06
97.05
-0.01
100 YR
97.02
97.02
0.00
100 YR
97.00
97.00
0.00
1552
-
100 YR
96.96
96.95
-0.01
1431
100 YR 3.56 3.56 0.00
100 YR
96.91
96.91
0.00
1385
Arch Culvert
-
-
-
-
1320
100 YR
91.47
91.05
-0.42
997
100 YR
90.83
90.83
0.00
808
1 100 YR
90.50
90.50
0.00
Table 7-1. Summary of WSEL
River Station
Channel Velocity (ft/s)
Description Event Existing Proposed Difference
(ft/s) (ft/s ft/s)
100 YR 1.57 1.57 0.00
2909
2485
100 YR 1.04 0.01
1957
100 YR 0.83 0.83 0.00
100 YR 1.53 0.00
1431
100 YR 1.69 1.69 0.00
1385
Arch Culvert
-
1320
100 YR 4.34 3.53 -0.81
997
100 YR 3.56 3.56 0.00
808
100 YR 3.28 3.28 0.00
Table 7-2. Summary of Channel Velocities
Dec. 07, 2018 1 Page 6

FN
Results Analysis
In summary, three major adjustments are being made in this area: 1) the arch
culvert is being extended, 2) a headwall is being constructed, 3) and the channel is
being re -graded. The main outlet channel is increasing in width in the proposed
condition which is resulting in a decrease in velocity and a decrease in water
surface elevation. The decrease in velocity should positively affect any future
erosion concerns in the area. In addition, the decrease in water surface elevation is
a result of decreased pooling around the outlet.
There is no change to the water surface elevations or the flow velocities further
downstream from the culvert (after XS 1320). There will be no affect to Beech
Branch.
Water surface elevation and velocity changes upstream of the culvert are minimal
(less than 0.01') and therefore do not warrant further analysis.
Since the affects were limited and there is no rise in the surface elevation in any of
the model sections, further analysis to match the 100 -year existing WSE is not
warranted.
See Appendix D for additional HEC -RAS output data
See Appendix E for HEC -RAS output figures
8 Scour Analysis
No scour analysis was performed for the culvert.
9 Conclusion
The proposed culvert extension, outlet headwall, and channel re -grading results in
an overall decrease in both water surface elevation and flow velocity at the outlet of
the stream. Changes upstream are limited to 0.01' or less and don't increase the
WSE. There will be no affect downstream. It is therefore concluded that, with the
implementation of these proposed changes, there will be no -rise in the water
surface elevation upstream, downstream, or at the culvert itself.
Dec. 07, 2018 1 Page 7

FN
Appendix A. Photographs
Figure A-1: Culvert Outlet and headwall - downstream end
Figure A-2: Culvert Outlet — Water pooling after exiting culvert

Fra
Appendix 6 — Proposed Structure
WIFS'
I . V[o unm_51 afpl v[ I [afire
�Y 11116. e� dl Im[IY MNIM lra n
PL 4N
Figure B-1: Proposed Culvert Headwall Plan and Profile
ec>; ww f Flln fan
ELEYADON
—,. ki - r -
Figure B-2: Proposed Culvert Headwall Plan and Elevation
I
�'
I
l
� I
¢wiwlxr mxxllERrli i
a
i i
i
�4 u�lralr[ m+Kx S Inm1r I� � I
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I ! I
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1
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ivp.r
a 1,
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I (_
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ERISilx4 RIMW4L
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7 #rtatl ![Pk'7 I I
lN.1J
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ipKOr rn0.i I
t E
WIFS'
I . V[o unm_51 afpl v[ I [afire
�Y 11116. e� dl Im[IY MNIM lra n
PL 4N
Figure B-1: Proposed Culvert Headwall Plan and Profile
ec>; ww f Flln fan
ELEYADON
—,. ki - r -
Figure B-2: Proposed Culvert Headwall Plan and Elevation

M i
M
CULVERLRECESS PLAN
scuE w - I'N
OUTLET PIAN
SQVL 'K' - "-7
sevc: V - r -o
Figure B-3: Proposed Culvert Headwall Recess and Outlet Plan/Elevation

Appendix C. FEMA FIRM Map
MY of Rocky mouni
F.., i rc.i ffrni o m a I Juisd i o i Li n
370092
f
f
Y
dp-
' 777
.7 ZONE K
70RIF' X'.
�Jb
?0NE X
City of
Rockv,.,Motuit.
ZONE AE
.3.7
_ f � \ �r f �
CL
11 1CSI
AELIQU,r Project
ZONE AE
MY of Location
Rocky Mc)Lm 44
ZONE X
37009-1 ZONE AE -If
rr
T
A
��,"—ZONE X 70NIE X
/X.
ZONE
LONE AELL
ON X
ZONE X :V1
Figure C-3: Floodplain Map — City of Rocky Mount, Nash County, Edgecombe
County

FN
Figure C-4: FIRM Panel
PANEL 3863)
FIRM
ji
FLOOD INSURANCE RATE MAR
NORTH CAROLINA
CD
PANEL 3863
(SEE LOCATOR ❑iAGPAM OR MAP INDEX ;-OR RPM
PANEL LAYOUT;
CONTAINS:
COMMUN17Y NUMBEn PANEL SUFFIX
M1
EDGECOMBE COU't IY :i7[ na? lHH l
d
NASH COUNTY 370M 390?
ROCKY MOUYr, CITY 01 7M"Z 3982
tD
Notice to llxn The rep Number, s°nvm below s+hnuld he used
when placiny roup orders: the Community Number Shown
ohtrre should ho used or insurance application torthe subject
cnrnMniy_
EFFECTIVE DATE MAP NUMBER
NOVEMBER 3, 2004 3720386300)
fjfIQF Y y
R '1]rd . r Qfj
No 3
7M3fljjjjj
State of North Carolina
Federal Emergency Management Agency
Figure C-4: FIRM Panel

FN
100 Year Peak Flood 594 ft^3/s 305 1164 41.9
Figure C-5: Watershed and Hydrologic output for flow at XS 2909 (StreamStats)
100 Year Peak Flood
E
OD Ford's c
CObnyGoIf
606 ft^3/s 311 1180 41.9
Figure C-6: Watershed and Hydrologic output for flow at XS 1552 (StreamStats)

01
100 Year Peak Flood 636 ft^3/s 327 1240 41.9
Figure C-7: Watershed and Hydrologic output for flow at XS 1431 (StreamStats)

F3?

Appendix D - Hydraulic Analysis
Figure D-1: Cross -Section Schematic from HEC -RAS Model
2909

M
Reach
River Sta
Profile
Plan
Q Total
Min Ch EI W.S. Elev CritW.5.
E.G. Elev E.G. Slope
Vel Chnl
Flow Area TopWdth Froude # Chl
[cfs]
[ft]
[ft]
[ft]
[ft]
[ftlft]
[ftls]
[sq ft]
[ft]
1
2909
100 YR
EX
PR
EX
PR
594.00
594.00
594.00
594.00
90.75
90.75
90.50
90.50
97.06
97.05
97.02
97.02
93.06
93.06
92.42
92.42
97.07
97.07
97.03
97.02
0.000161
0.000162
0.000067
0.000067
1.57
1.57
1.04
1.05
1222.24
1220.55
2087.85
2085.14
320.18
320.06
532.35
531.84
0.11
0.11
0.07
0.07
1
2909
100 YR
1
2485
100 YR
1
2485
100 YR
1
1957
100 YR
EX
594.00
89.40
97.00
97.00
0.000036
0.83
3186.96
640.08
0.05
1
1957
100 YR
PR
594.00
09.40
97.00
97.00
0.000036
0.83
3183.46
639.97
0.05
1
1552
100 YR
EX
606.00
88.24
96.96
91.64
96.98
0.000120
1.53
1107.20
594.91
0.10
1
1552
100 YR
PR
606.00
88.24
96.95
91.64
96.97
0.000121
1.53
1106.19
594.79
0.10
1
1431
100 YR
EX
636.00
82.83
96.91
86.86
96.96
0.000137
1.69
378.31
367.64
0.10
1
1431
100 YR
PR
636.00
82.83
96.91
86.86
96.95
0.000137
1.69
378.08
367.54
0.10
1
1305
Culvert
1
1320
100 YR
EX
636.00
85.50
91.47
89.32
91.76
0.002281
4.34
147.95
103.39
0.38
1
1320
100 YR
PR
636.00
82.03
91.05
85.19
91.24
0.000389
3.53
180.34
84.65
0.21
1
997
100 YR
EX
636.00
87.50
90.83
89.48
90.96
0.002176
3.56
501.47
296.49
0.36
1
997
100 YR
PR
636.00
87.50
90.83
89.481
90.96
0.002176
3.561
501.471
296.49
0.36
1
808
100 YR
EX
636.00
86.50
90.50
88.831
90.58
0.0017091
3.28
551.891
243.51
0.33
1
808
100 YR
PR
636.00
86.50
90.50
88.831
90.581
0.0017091
3.281
551.891
243.51
0.33
Figure D-2: 100 year Flood Event HEC -RAS Comparison Table

FN
Appendix E — HEC -RAS Output Figures
XS 2909 — Survey/LiDAR
(EX & PR)
XS 2485 — Survey/LiDAR
(EX & PR)

M
XS 1957 — Survey/LiDAR
(EX & PR)
XS 1552 — Survey/LiDAR
(EX & PR)

M
XS 1431 — Survey/LiDAR
(EX & PR)
Culvert Upstream XS 1385 — Survey/LiDAR
(EX & PR)

M
Culvert Downstream XS 1385 — Survey/LiDAR
EXISTING
Culvert Downstream XS 1385 — Survey/LiDAR
PROPOSED CULVERT EXTENSION AND HEADWALL

M
XS 1320— Survey/LiDAR
EXISTING
XS 1320 — Survey/LiDAR
PROPOSED CULVERT EXTENSION AND HEADWALL

M
XS 997 — Survey/LiDAR
(EX & PR)
XS 808 — Survey/LiDAR
(EX & PR)

APPENDI H
PRELIMINARY JURISDICTIONAL REQUEST

APPENDIC
ENDANGERED AND PROTECTED SPECIES SEARCH

Appendix J
CSX CCX Intermodal Rail Terminal and Line of Road Improvements
Edgecombe and Nash Counties, North Carolina
Project No. 643009004
APPENDIX J
PROTECTED SPECIES BIOLOGICAL ASSESSMENT

my 12E2Ell ❑
Mr❑Eb❑❑ Ell FM
❑ISE FM ❑ 11 Idllb SerEno
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amec
t
foster
wheeler
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■ Erol 111 ■ ■
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Ebm❑o❑e❑E❑ m❑Ib ❑❑ Elie ❑ro[bmSIle EFIO]a-e 1 Efl ❑❑e ❑roEbEbd ❑FFrh❑ ini EbmErEod of Iluo
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❑❑e SeCb❑d M❑HIDe Ebm❑o❑e❑❑EOlI of He relb❑®❑®❑ of former CbEb❑d m❑Ane ifl❑m
from MI[OEbm Ill 1 11110 FIFO❑Elier❑ MdO❑oFTM 10 ❑1 ❑❑1111 ❑❑or[Mer❑ Mme❑ FW ❑❑e reE01]®❑17011
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riifl❑I�of-way will be acquired to allow this second mainline to be constructed to today's industry
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❑ ❑❑ remo Ced from ❑erEFFIO ® E09 e Eily 1980's.
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Foo 0113-ooa13o3
o11o1[flmeEfooCom

Biological Assessment — CSX Carolina Connector Intermodal Terminal July 12, 2017
Edgecombe and Nash County, North Carolina
Amec Foster Wheeler Project Number 64300-9004
111 ■ ■ ■ - ■r ■ ■■ ■ ISEEIrmy ■ • ■■ of ■■111- - ■ 111 ■ ■ ■ 111. 111[i ■■ ■ - 1111 11111 ■ - ■Ori- 111■■
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■■• [i im ■■■111 or HIM Me IM ■■■Ill 10 111- [Irl] Il - - ■1 ■11111 111► - ■I1i ■ ■ ■ • LIEF] 1111[i 1111 ■■ • ■■■
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of ❑❑ereCbrd❑❑eamforEd❑eCbm❑e ❑❑d ❑❑m❑o❑❑116m❑11ree ❑❑er[b❑ofeleme❑CmoCm-re❑Cb11
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11 ooe 2 of 11

Biological Assessment - CSX Carolina Connector Intermodal Terminal
Edgecombe and Nash County, North Carolina
Amec Foster Wheeler Project Number 64300-9004
July 12, 2017
D❑aF
Alasmidonta
E
❑reeFTI ❑❑d rfflOr❑of my®❑7TO❑Fdo❑❑
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heterodon
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F6 moder❑Ci� flo❑❑❑referred m❑7r[70❑
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m❑®❑CO ❑oma❑bd of rel❑mely -"ree
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fore= ❑❑e m❑D❑y ❑❑d EE ❑❑ ®❑sof ®e E:e A EiHer fore mlOmm❑❑11Y a -e [bma-❑ed of yello❑
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11 DDe 3 of 11

Biological Assessment — CSX Carolina Connector Intermodal Terminal July 12, 2017
Edgecombe and Nash County, North Carolina
Amec Foster Wheeler Project Number 64300-9004
EQuercus nigra' ❑ ❑De m❑o❑y ❑Dd =rDE1®❑®of De DDIOml❑❑d I rd ood fore m[bmmD❑❑q Eire
Coma -ed of red m❑Ele❑aee❑ ❑m❑yelloD ❑oda-❑rmer ❑©m [Betula nigraE[HmEME] Cb❑0111lood
Populus heterophylla®D❑Elm ❑ ®Delo❑m❑o-[lorry CCeltis laevigataLL❑❑d elder❑erry CSambucus
canadensis[Il D❑e m❑o11y ❑❑d m ❑❑ ®DIIII of Elle rElerUe mJnD fore m[bmm❑❑4 [Eld❑de red
m DEle ❑m ee warn DEI ❑m ❑ Mo ❑ [Salix nigra LE ❑ ommo ❑ El❑❑❑me ❑A ❑ o ❑zrr®❑ IEI Elle ❑ro ❑❑d ❑dry
DTD❑7n of ❑79113 ❑eJ❑❑d Comm❑D❑]4❑ ®d❑de m❑❑❑Dd®e d/itis rotundifolia®Cbmmo❑ a-ee❑a-[er
[Smilax rotundifoliaE[HDo❑b❑ my Elroxicodendron radicansLU[b❑DIn ❑❑Qe-Elder CClethra alnifoliairl
m ®m❑e CArundinaria tecta ®f El E19 -❑e ❑t 9 EBoehmeria cylindrica ❑ DDd ❑ ® ®B rU3r®e man ❑
fore D7IDmno-®eed EPersicariasp®Fer❑D❑eDe❑®El❑ded ❑m=of ❑©❑®®D❑❑ID fer❑Woodwardia
virginicaLO Deed m❑IIE fer❑ Woodwardia areolatailli ElID❑arno❑ fer❑ [osmundastrum
cinnamomeum❑i oyDl fer❑ Dsmunda regalis®❑Dd [b❑®er❑ IDdy fer❑ Athyrium asplenioides[]
❑ El 11ad El ❑❑DEomm ElDIFI Elle Life -El ❑de to Elolly ❑Elle [Pinus taeda❑El❑D®®❑aO❑❑ Dobry
fore❑7lmEliad ❑a-d❑ood fore ❑I❑❑a-TffIM-El fCbldD❑❑❑d m❑EE❑DEIled ❑❑❑®® gY❑rd❑ao❑d❑a-❑7❑1;of-
❑ ❑y®❑De [Jon [bmm ❑❑OlJ4 D a e fo ❑Dd ❑7o ❑❑Do ❑❑ne ❑Ia CIDo Elolly ❑Elle ❑] ❑De dom ❑7❑❑❑❑❑e De ❑ ❑7
❑❑e m❑o❑y ❑❑d m ❑❑ ®❑IIII of Elle IoElolly DElIe El❑D1®1111 ❑❑e Da-❑❑ ❑ad ❑ro❑❑d❑bry ®DIIII
®d❑de ❑DDmyrilb mvlorella cerifera®mee®a71❑Cba-❑ood [Oxydendrum arboreumEEM EIE=dilia ❑
Cbmmo❑ a-ee❑❑rCbr❑❑aol-❑ CeDLEInElle Gelsemium sempervirensEII❑r❑DT4-❑ fer❑ [Pteridium
aquilinumm❑❑d 111I1= -❑m [Panicum spM ❑❑e m❑o❑y ❑X❑Elrm of Q❑e oDD ❑❑Zbry fore mHElEdell
❑ moder❑Ce ❑D�m ElD❑e of ❑a -d ❑ood ❑❑e ❑j4mlDd ❑d ❑7❑ [b ❑®er❑ red o ❑❑ [Quercus falcata ®❑o m
o❑❑ lQuercus stellata®❑Eller oDDano❑I-r❑❑❑❑=Ory [Carya alba®yello❑ ❑oEla-Dmee[IDarna-ed
m❑Ele❑m❑a-Derry D Elmer =El elm AJJlmus americana®❑❑d El❑m ❑a„ EVyssa sylvaticaT] ❑ID❑D
me El[O ❑ a e ❑e 1111- Elle m D❑ 1111d a o ❑❑d ❑dry ET111111 ILIEl ❑de mEl 1111❑ ❑Eld ❑eed l ---i of He
❑a-d❑ood meEllam [ba-❑ood❑ El❑m ❑Derry [Prunus serotinas ❑merFrUD ❑oily tilex opacaLLI
flo❑er®❑doD❑ood CCornus f/orida®erMmo❑ EDiospyros virginiana), devil's walking stick (Aralia
mEllomEflElDe❑erry d/accinium m❑ID[bmmo❑ a-ee❑a[er❑m❑El❑=7dElle❑m❑❑❑e[L- ❑o❑eym❑Ele
[Lonicera japonica=D©❑FiI ll-❑-ee❑er Parthenocissus quinquefolia❑7❑❑d ❑off❑ Dr❑ D❑❑D❑e119
7M -a Dm ❑Dd ❑❑RIle❑e a-UJI300-e El[b ae❑e❑❑❑] ®❑1 ❑El❑Dd El❑❑❑Comm❑❑EY❑❑] de❑Cb DoD�®
or 1111 =116red o❑EI:Ire❑❑em ❑❑e m -ed ❑❑rd❑ood fore m❑❑❑❑D❑®El❑de❑ m❑11y of ❑❑e ElD❑D
❑❑e❑60 ®❑❑❑ere [bmmoD [b ❑De o❑❑ EITF bry forem❑❑❑❑❑®❑❑❑ ❑De DddEb❑ of IoElolly ❑ale ❑❑ ❑
m❑o ❑y ❑ad m❑m❑o 11y DElEO FF[e ❑
❑Id fbid DElDDd a-eD❑ a -e El[b a-e[b❑❑❑❑Il® ❑De ❑Ie❑ ❑❑9113 r❑derEl ae❑❑ ofAE o❑ E]red
❑d ®[b D❑® Do TFFl EEr El f bbd ❑ ❑❑d [b ❑DII❑of o ❑❑or®❑0>Ilm El ❑❑❑=e De m❑De l a'❑e ❑Dold f [eld a e ❑
o❑EI:Ir❑ H Elie ❑or®❑em[br❑er of Q❑e 1111❑ [bm❑o❑e❑® D❑e [:0❑el[l][10❑ IlflElade❑ Doldearod
[Solidago m®r❑❑❑eed Ambrosia artemisiifolia [Lido ❑fe❑Del EEupatorium capi11if61ium❑71brne❑
lemedem [Lespedeza cuneata®D❑❑❑r❑ElMD-Ded mn❑DLF?hus copallinumiri❑ad [eedl-❑❑of
meeIIIIar 1111d IoElolly DElIeDDa-ro❑ ❑e❑e1111[ed ®❑❑d❑❑re ❑re❑e❑DElo❑Dm❑Elyof Elle ❑aEl 11MrEl
d r❑®❑De d ❑IDe D ❑ ®® Elle ❑ ❑ ❑ [bm Do ❑e ❑® ❑❑e [b ❑e ®®❑ ❑7d Dded ❑ m ® of Da-❑❑mfor Dm
❑Ilse m ❑❑d a DFT-O m [Irl]FT-011 111El ❑ded ❑D❑111 a ❑m [Panicum m❑ID 1111❑® [Irl]EE] [Paspalum
notatum=fe❑z7e EFestuca m®aoom[bd❑e EAndropogon virginicus®o'❑❑ ❑r❑m EDigitaria D❑®
❑❑d D= IrDm [Dichanthelium m11ID
11 ooe []Of 11

Biological Assessment — CSX Carolina Connector Intermodal Terminal July 12, 2017
Edgecombe and Nash County, North Carolina
Amec Foster Wheeler Project Number 64300-9004
LI1E1r❑1I1r❑ S❑d"C❑ ❑❑d O❑11111111] S❑r❑❑❑ R❑❑❑[Ei
1:101F onininil11
❑❑e ❑dd e❑de ❑❑❑IEied ❑❑e❑d❑❑❑ered o❑ Ma -m 11 ❑1 ❑❑❑ ASF❑ S 1 ❑❑❑m ❑❑e mem❑ ❑❑❑
red❑7-MAd from e❑d❑❑❑ered ® [[Oe❑]�❑ed moo❑❑❑o❑❑®e lo❑er ❑❑ ®Ce❑ o❑ My 12❑1 ❑❑❑
ASF❑ S 1 ❑❑❑EIH [[III][][] 11o❑ 1:0d 10 ❑e remo❑od from ®e federd elid ❑❑❑ered mem❑IIMO ❑ my
❑❑1 ❑❑❑ ®SF❑ S 1 ❑❑❑❑® ❑ ❑ My ❑❑2❑❑❑❑Ue ❑dd e❑de ❑❑❑ remoC]3d from De e❑d❑❑❑ered
mem❑I®®SF❑ S 2❑❑❑® ❑❑e ❑dd a❑de ® FA federdly ❑ JKJ� d ❑❑der E]e ❑dd ❑❑d ❑olde❑
E❑de ❑roA®❑ ❑m❑❑d ne M❑r❑lory ❑©d ❑re❑q ❑FM
■■- IIII• - ale ■■1111 ■ ■III■■■ -■• of ■■•IIII■-■-■ feellarlimilioly •■ ■ ■ •■■ IIII• lid ■In] 1]■1: ■
EEre ■ ■I1 ■- ■d ■■• 111111■ ■■- ■■ • - ■■ - feed ■ Er Th Er lhj • ■ f 111■ ■■■■ ■• 111119 ■ ■ =r A ly of ■rid ■
Ern m ■ IIII■■• 111 1[- ■ ■ ■- ■ f 111■ ■ - ■• ■ - ■d hy ■■■II■■ - 111 S F ■ S 1 ■■► ■111 111■9 ■111 III I ■ ■- ■■111 •
Ire- 1111 IIII • ■- ■ ■■■• ■r6 ■ I LET - LET -1 ly ■- Er I Er ■- • ■- 11111110 ■• • r: ■■ M 11Dy ■- ■III ■ - ■II- • IIII■■■ ■
111■■■ Dee ■ .. El - ■C • 111■■- ■■ I ■ 111■ for 1119 ■■ . - ■■ - ■- ■IIII 111 I ■C - Elam Der 111 1119 So ■111■
■■- ■- ■IIII■ ■- ■■• ■ III no So ■III- ■■■- ■e ■d ■ from ■ EIOEJer 10 MEY 1 ■■
❑❑e foa-fa-m ❑o❑d❑o❑ ®e EIIJ� Ere ❑retuned ® ❑e ®EIlfE16❑❑= FTIA ® o-o❑de m®de for❑❑®❑
❑❑❑®❑For e❑demIA111®e ❑o❑d❑ Eire ❑o❑❑ FU❑UM❑❑fMary ma ❑e❑ ❑o a❑de ❑ems Ere EEO ❑❑
10 oEEE]r ❑®® Us FTTA❑ FaDermore❑❑o ❑dd a❑de❑or ❑DB© ❑e® ❑ere o❑ClarCLmd da-®❑ EIIJ�
re CO 1111❑=❑CAa Co ❑d ❑fid from Se 1116m Der 2 ❑1 1110 Fe ❑-❑❑y 2 ❑1 ❑❑
-■.r ■ IIII.■. IIII■.■■ IIII
111 1 IIII■■111- -• ■•Laid-• ■••d■ - FT -Or [1] 1111 ■■■■ off 111111 ly I Mad LIE] - lid ■■■- -• 111 S F ■ S 2 ■■i 111
■ 1111 ■IIII■■■- of 111- ES ■ 111 111113 ■111- 111111 -1:6E • 111- ■ • 1: ■IIi ■ Efforded I IIICe • ■■- ■[: ■ [][]der
ED9
■•-
111- ESEIEI ■ ■- - ■• ■■■- - . =E[]Elof 111- ■ ■ ■ ■ Fr ■ IC 111 • ■- [ foEr - ■■rid ■ - ■111 fEEIbrE1 111■■
■■II- ■- - ■ ■■• ■ ■ 10 limliflin ■■ ■- ■■ 11 ■ ■■ . ■ • • d - IIII . ■■■ - ■111 E2 1111 ■■• 111■- of ■■1111■ e
=EEY fi- - IIII lig ■ • IIII ■■• ■■ - ■IIIA ■ of ■■■1111111 ■■• 111■ demo ■ ■■■111 11[• ■1[i ■ 111]oE]Eler ■■d
■ V • IIII 1 EIEA ■■ ■ R ■ 1 E]El ■■ V • ■■ ■V DoEffnr 1 ■■■111
El E19 ■ ■ ■ 111 - Edem 111 Gb ■111- fore = of 1119 ■• ■111- ■IIII 111111• ■ 1 ■■■111 ■ ■ ■ ■ ■ - [ 11b 111 ■ ■• ■
III ■[O■II• • Her ■111[- Ereeder ■ 111- I]EI[Ir 111 - ■■ ■ ■■■111 111111 ■ ■ - ■■111■- 111 IIIIEIIIEDey - IIII■■■C
IIII■11[8 ■ for roo=E] ■■d ■- ■1111■ 111 111111■ ■111- ■ EESFEI S 2EIE13E] ■■• ■■- I=E ■111- ■ ■ .IIII
IIII ■■11[-ly for forE]EIIEIEI =OEIfEIREEreferr=E1 loE1EIeEf ■1119 ■ ■- ■ ■■■II■■ - 111 ■ C ■ 1 E]El 111 ■ ■ ■ ■
■■ri- • ■- ■ ■111- ■ • • • illi• ■ ■■• ■■■■■■■■■ ■ 1111 lErEe • • ■111- ■ • ■- ■1111■ ■■d roo=11 1111■1111■
ED:==Ely li- - ■111 ■ ■■ILS G- - ■ MEI=De 111 • ■- ■ ■III- ■IIID• ■ El= 111[- or ■• ■■ . ■ • • •m[dE]Dry
■■d feii or ■• oEer-E[Ory ■■ • ■ • • • ■■ For LIE]rEloE:OE]of ■■ II- 111■■■■1111■ - ■- ■1111■ ■■■1111■II0■■111111
of ■111- ■■111- 111■ • ■ • • • ■■■• IIII • ■ • • • 111111- ■111■• ■ 111■■II0■111111 ■111- ■ ■■ - ■ ■ 111 ■■- or older ■■•
111■■ ■ - ■ 1111111 ■111 m Ir- of ==Ele • ■■111■ ■■■1111111 For 111- ■■ ■• ■- ■ of IIII ■- 111■■ ■■1111■ -
• ■■111■ 1]■■1111■ II• ■■111111 of ■ 111119 or ■111- 111■ • ■ • • • ■111■• 111 ■ ■111■ 1111 EerEe1111or more of He
11 ooe []Of 11

Biological Assessment - CSX Carolina Connector Intermodal Terminal July 12, 2017
Edgecombe and Nash County, North Carolina
Amec Foster Wheeler Project Number 64300-9004
dom®❑❑❑[ree❑ ae ❑ale❑ ❑❑d a]e dom®1111❑❑❑]e 1ree❑ ae ❑e❑erdly 3❑ yea -El ED I 1 e or older 1
ASF❑ S 211113EL
■■- 1111■ Ili of - ■1111111■ ■■■1111■. ■ 111- ■ . r ■■■1[: 111111 ■ - ■■ -. Ib ■- leE11 111■■ ■■1111■ - ■• ■• ■
11 -11 -■■III 1111 ■-■■■• 111- -• ■•■■■•-• ■•••■-■■- ■■■- 1111•■••• •• 1111■■■1■•■•■Ella
■ • 11 1111■1[: • • ■• 11110 ■■III 1 - • ■• 1111■• - • ■ • • • ■- ■■- r ■■■1111111 ■ ■- ■1 - F • M L-0 ■- ■■111 1119 m 111- •
■■1- ui •■••• ■■1■• [HU ■-■- ■ - Ell 111■■1111 -■ ■1■■■-■■■ •■••• Eidom 1■■F 111- EillderEtOry
111 m EiDy of 111- ■- ■111■• 1111 ■ ■ ■1111■■111- ■■1111■IIID of 1119 ■0■TME11 i• ■■111■ or ■■■1[! ■- ■1111■ ■■■1111111
■ 1111111 111- ■- ■ - ■■ 111 ■- ry lo ■ ■ ■ ■- ■111- • • 111■■■■111■• ■ ■ - ■- ■- r Ell ly I - 1111 111■■ 3 ■ 10 ■■ ye Er ■
• • ■ Hery fell lErne ■111- ■ 111[: 111 • • - ■■- ■ ■ - ■ - ■- ■■ ■■• 11■1- 1111■ ■1■■ ■ - ■• • ■ 1■ Eli
■■• - ■C ■ ■■- ■■1111■1111[! • 111- ■■■1111■l1l■■111■ • ■■■Ili ■- ■1111■ ■■■1111111■ 1111111 111- 01119 ■111■• ■
111Ell ■• Eery 101111
■ ■ ■■ ■• ■1111 ■■■■■
❑❑e me❑ ue❑❑De❑heterodon refer[] 10 iiie mCbf dTm❑❑rmiiH❑ma-❑❑:Or®of 1111®❑]B❑£❑M❑❑D
® QDe ody ❑or® ❑mer®❑ frem❑Eller m❑❑ -01 E0]❑❑Cb❑❑IDe❑11y ❑❑❑ ®o Uerd Cee= o❑ a]e r®❑❑
❑Ilia ❑a1 ody o❑e o❑ ®s IefafFdler 1 ❑❑❑®❑II o❑ar I❑lardly de❑®Ce frem❑❑ler m❑❑❑rl❑ ® ❑or=
❑mer❑D ❑ormdly ❑❑Ce ®o UWE] Aeffll o❑ He lef❑❑EI❑e ❑❑d o❑e o❑ EDe riFi❑im ❑❑e D❑arf
❑ed❑em❑❑=el ED❑ M❑®❑e❑erdly andl❑❑®❑ mell le❑❑®r❑❑❑®❑ ❑e®ee❑2 Elm m d ®®m ®®
❑❑d 311 mm 111111 11PPI] ❑❑e la-❑emme❑Me❑ re❑brCbd ❑y ❑la -Ce d ❑❑11111❑❑ 1111® mm [2[2 ®❑lo❑❑❑
=DBE] from Do ❑m❑elo❑❑❑br ® ❑e❑ ❑an❑mlr�e❑ ❑❑e ❑erCb®❑mn ® ❑e❑erdly ol❑b aee❑ lb
da❑ao❑❑❑❑❑a-e d❑=® ❑wry ❑❑ eELITE®❑Cb dream or Amo❑Cblored Cb❑ad❑Do am❑o❑d
m❑ITAm Semd dlMor❑❑Dn o❑EEi❑ ® D❑ M❑❑® De femde❑ ❑❑FFFT] ❑ Molle❑ re❑1011 o❑ De
❑o❑br[br do❑e❑ ❑a1 Me mde❑ are ❑e❑erdly fl❑❑D❑ed❑ Ella 11v d ❑❑1 ❑ a-o❑de❑ ❑ de®Nbd
demes[101]of He me❑em
■■- ■IIIC 111 ■■■- of 111- t ■ M 111 ■• ■ 111- • GD ■ II■■1111 ■ . ■- . ■111■■- ■ from 1119 ■ - 111[. • 111■ ■ 11[-
111 ■ - ■ ■ ■■■■ III■■■ 1111■• ■■■• ■111 10 111- ■ - ■■- ■ III- ■■ • 111 ■ ■ . III■■ ■ EEEtrelIE13 - ■• . ■ - ■III■
from ■■ - ■1111 ■■ .1111■: ■■■ - ■■. ■■■■m■ lEl mElli3r drE]11J1ED9=EJ1 11 ■ l ■ ■■. 1 ■ ■■■• ■1■
■ ro ■III■- 111 S F ■ S 1 ■■t 111 ■ ■- ■ Be re ■• ■- ry Ell ■■ fo r 111111 1111- ■6 ■ ■ ■■ ■ r 111: ■■ III- t ■ M ■ ■■
■- I [a ■- • CO ■■■- ■- - ■ - FTE]Eila • fro m El I ■■■t ■ I . ■■ III: EEJ ■ of He m III ■ • r 111111 ■ . I III■ 111 S F ■
■■i111 ■■- .■■ -■-■■■■■-1111 -■■E Ell 3 ■ EleEr ■-■[E■■111.111■C0■ 111■■111- t■ M 1111111 -■11
. ■■• III 111 m ■r • ■III■■- 1111 EOm ■ IIIIII■ ■■■ . EIM EJ161y 1111 1111: ■ 10 ■- ■I[c m Ely 1111■- m El 1111 -
• EEE]rre ■■- ■111 ■ ■ - ■1111■■ of 1119 119 ■1[e ■ ■ - ■Ella • • ■ le 1111 111■■ f IQ- 111• Illi ■■ ■ or Eblely . ■ rel 111■
■■- 1111 111■■■9■ ■ 111■■1119 ■• ■■ ■■i ■■ 111 ■ • 111 ■ ■ . 111■■■ ri■111111■■■. MErylElDd ■ - . - ■ 111111■ ■■
■r - ■■- • Ely lo ■ • - ■■IIIc ■■ ■■■ of - ■ • • ■■Ei L]Elor ■1■■14 lir relo ■■C• L]Ey 111• Illi LIEI ■ III folio ■
as ■■ ■- 1111 "'@' 11 ■Ir an 111 ■ - ■ ■ ■ ■■■ria v7,45011101111111101111b 11111■■■• ■ • 1111- ■1111■■■■■- ■I- MOVE
■
■■11' 1116 ■1111111l• ■•■■■Ir•1111IIIElio D-■■■- Mer 11111 ■■-• EffeEled Dy 111- reE-[][]flood []o
1111■ ■ - 71111 ■- 111■ ■111• A • 111 S F ■ S 2 Ell 3 111
fi ■ - - ■ ■ ■ 11 1111■■ ■. ■. ■■C • 1111■- ■ r Hr]■111. ■111111■ ■ ■ ■. 1111 ■1[i 1111■ 1111.
1111■111■-. ■ ■. 1111 ■Ili ■ ■111111■ C.
MEN . 111- ■. 1111 ■Ri 1111■ 1111- ■111111■ ■1111■ 111 1111■-.. ■ 1111■- 0
111- ■
1119 []Of 11

Biological Assessment - CSX Carolina Connector Intermodal Terminal July 12, 2017
Edgecombe and Nash County, North Carolina
Amec Foster Wheeler Project Number 64300-9004
❑fin Der of ❑]d ad F 7 ❑ DDd e Ede ❑CJa of re rod ❑❑ID ❑❑Se CJe ❑ of ne 2 ❑ ❑o ❑d ❑®❑❑ ❑❑� ❑EIrd ❑ ere
considered "poor," and two others are considered "poor to fair" and "fair to poor," respectively. Ein
❑orIl ❑❑ok ❑❑❑o❑d❑Lb❑❑ ❑-e fo❑❑d ® ❑or®❑❑of ne De❑CLm ❑❑d LILIr ❑fir ❑❑Mm❑o❑eCJer❑
Bey Ere ❑el[eDrd 10 ❑❑EO Dee❑e®❑❑[end from ®e m❑l�-❑:Om of ne ❑e❑❑e ❑Her❑
■■- D■ M m■■■ml■--■■■■. rEIJarElof EI:Iry=D■■1-■Id.■■1 ■■■.■r ■[ ■l• melerEl■r•-m
Elm ■•■ 10 moderl][6flollEll] ■■ 111 of Freferred ■■■Eli ■C0 ■ IIII■- ■- - ■ • -1111 111- • 111■■ ■■■- from
■• ■ ■- 1111■• ■i fzm mDddy■■■• Co ■ ■■- D:iSFD S 1 ■■i 111111 ■ • 111 ■ ■ • iDDD ■ M • C• ■ • ■■■
■ 1111111 =ErnerEled rooEMEEIII ■ • ■■ DEEle ■fi- ■ ■■■1111■ ■■- ■ [i - ■■■- of ■■■■fi■C D ■- ■ ■■- •
Ey 111111 ■■- ■[O ■ ■■■■- ■111111■■111- ■111■IIIILy of 111- ■■■Eli ■C' 111 III- ■■ I ■• 111■■■■ 111- ■• ■• ■Illi ■■
■ ■- ■ Dere ■• ■• ■■C • EY ■ ■ - - ■ ■■■ E1111neerliflil EOrEOE1EJel • ■ 111- ■ ■ ■ ■• ■• ■- ■■ • ■
■ Elb Der 2 ■ ■■• 2 EE2 Ell ■■■■• 111- Se ■• ■• M EIIEI Ill- ■ - ■ • ■ ■ • E13m Der 1 ■ ■■• 1 EIE12 A ■ 111■ - -
■ ■■■ E ■■111- - 111■ 2 A ■ ■■• 2 Ell ■■111 ■ • D ■ M III• Illi ■■ ■ ■ - - lo ■■R • ■ 1111111 1119 ■ .1: ■■ ■ - ■
• ■ 111■ 111111 1111 ■- ■ S irni ■• ■- - ■■- 10 - • ■ri ■ ■• LITol ■111■• ■ • ■ ■■• ■ • m nim I■- 111- ■• Ce E]Enl for
EEY ■• ■- ■- Di ■■■111 10 •1111■ ■
TDr R®❑r ❑❑®❑❑ EIDE❑❑
■ ■- ■ ■ ■ IR- ■■111 ■11110IIISFTI ■ ■ . ■ ■ C ■ m EE[r-h Elm le ■■EIII of ■■ m m I+' Kl ■ 111111 ■• ■ ■■111- ■
■ - ElrrEIEDed 111 ■ rDdA roE1 ■■R lbr Iii 111- DDEIj'rlbr rldEle . ■ . ■- 1111 ■- ■■• EymmelflTTI Iii 111-
• 111- ■■ ■- ■ ■ ■- EDell 111 EleDerElly ■ ..111 III F ■111 - ■ 1111 ■■ ■■ ■■ 12 ■■111- ■ 111■■ ■ . 1: 1111
■- ■- ■• 111■ ■rly from 1119 ■■ ■■- ■■• ELIrEb ■ 111■II ■- ■r ■ ■ ■ . ■ - ■- ■ ■• ■ ■ ■■- Eli - ■■ 16E]• Iii
• ■- Heir ■■111- ■ 1111 111- ■111 - iriSFD S 1111:2111111 ■■- ■ • • 111■ • ■1111- ■ • ■ ■ lig • ■ ■ ■ • ■ ■
E19r1iJEIrE1EE1rn mDy■- rDyed IEI • ■■■- 111. 111[i ■■ 1111 ■■- EEIBII 111 ■111■filll■■11 DOMT-Or I ■ ■ • 1118
■01 [i - ■• ■■• 1119 ■■■ - 111 E=Elly DIDD III 111111 ■ - ■■ ■■- EbElOrlbr - ■• of 111- =ell 111 111111■-
■ 1111 1111 Irl - ■■- 1111■ ■III■ 1111110 ■• . ■ ■ O or more III- ■ ri ■- ■■• 111111■1111■ ■ 1111111 III- ■- IIII■■■ILS
■■• - ■C' ■• 111■ lig 1110 ■- ■r■ ■ ■III■■■■ ■- . ■■• • ■ 111- =[Orlbr 1111 ■11- of 1119 DE1911DEE19 • 111111■■-
■ -III--■ III-■- rldlIell Erie■■ C0■■ • He ■-■TE Er ■III■■•■■■•■ ■■• ■ ■ ■- 11 ■■i■■ •■Ci-
■• • Illi ■■ . - ■■ VIII■- ■C III ■
IlreE[ol][Ay IIIIIHImLIFT4-1 111111 ■- [a ■- • lig ■- - ■• - 111 lig 111- H1Ir-11HmlEO LIEOr ■■■111 1111• ■ . ■■■
1111■- . 111. ■■■• ■■ . ■■• 111- ■■■III ■- . - 1119 Drell ■ ■■ ■- 111- • • ■ III■ 1119 1 ■■■■ 111 ■ SEIbEFM
■ • ■■■II . ■ . ■1111■ 21111 111 ■ IIIF0111■ ■ 111- [ISM 111111 ■• - ■C• • 111 111- 111Ir LIEOr from■- ■
■• ■111■■ ■ 111 Frllllllllfl ■ • ■■[y Ii. ■ ■ ■■• 111 ■ 1111■. ■■D 111■■ . ■r ■i 1111 [IMFmy 111- G ■1111■■
IIII 1111• ■ ■ ■■■- ■■• ■- - ■ -. ■D- • Iii 111- mE= EEEIEIE]el of 1119 EIE]r EIDJerfrom SETEEEI ■ • ■- 111 ■ ■■■
■ • ■■1! li. FEAE11111d III ■ 1111■ • ■■D ISEBIley 1 ■■► 1111 ■ ■- 111113EII Ily 111- eErly 1 IIII■■■1111 ■■■- 111
111- E]Er ElEiar EIDE - ■fi111C • 10 oEly 12 mIbEof1119 rn3r 111 • ■- ■• ■- ■ • ■■D 111 ■ ■- 1 ■■i 111111
■ ■■ 1EIDEoEELarlied E2 111• Illi ■■ 1111 111 111- rEIIBr III 2EE11 ■ IIIIIII ■■ - ■C ■■I■- EEDdE1E1r ■■■IIII■ III
• ■- ■• ■- ■ • ■■D 111■■■■ 111■- • • ■111■■ ■ ■ ■ ■ ■ ■■■1111■ t ■111■■■ -111111111 HEIrrellity foL]Ejd 111 111 - -
■fi- ■ ■■ ■• ■■• ■ ■■• 1;. ■ VM■■• 11111111■1111111- F==El ■ - - 1111 111 111- ■■ ■ ■ IR• EIE]ar ■■■III
111■■■■ line • ■111■ 111111 ■■ ■ ■■■1111■ t ■1111111■- 111 111 ■■■■ 111- ■■- ■C' ■ ■ ■■ fo ■■• 111 ■• ■■■10 ■
11 ooe []Of 11

Biological Assessment – CSX Carolina Connector Intermodal Terminal July 12, 2017
Edgecombe and Nash County, North Carolina
Amec Foster Wheeler Project Number 64300-9004
■ • ■■D 111 111- ■1111- ■III- ■■ filll■111 C 111- ■ - ■■- ■IIF ■■ ■ ■ - ■ 111. 111[i ■■ ■ mals -2 - ■ • al111 111- ■1111- [I III- 111 ■■■■- ■■- ■■ - ■ ■ 111■■■■ 111■- • • ■111■■ ■ ■ ■ ■ ■ ■■■1111■ D ■111■■■ -111
❑❑e E•eferred ❑❑❑W❑of He [ISM ® He ❑a--❑Enl❑b 11 [Ler ❑❑FE ❑❑❑deCEl[led ❑❑ rel ❑❑ Aly f❑C❑
flo❑[Ifl❑❑❑ell-ogr❑e❑❑ied❑❑r❑CEn❑e❑ird ❑❑ ❑❑ler Ill] CES❑ E-o❑e 10 ❑ EAM11❑C❑I[II❑❑ [Ill [][][Or
Clalo EUV❑❑ ® ❑ m❑®❑16 Cbm E-o>lad of rel ❑C ly Ct;free loo Cla E-❑Clal ❑❑d Cbr Cb E-Cla m❑d CIDd Ell ❑
e ❑d ❑11111❑= ❑ E• l01111C❑e C[b ❑ LIFT -O ❑ID[b C❑❑ ❑M Ere ❑ood ®d IM®r❑ for He E'e E? ❑E, of [[Ile [IS M ❑
®C]❑de ❑[IdeEe❑®❑order of ❑CIb=1IO❑❑Mle ❑Cm❑=❑®®e CFusconaiamasoniCID❑ello❑ ❑❑❑Cla
CElliptio lanceolate® ❑ello❑ ❑El1El1❑CIlaI Iampsilis cariosaEE ❑o®ed ❑❑®❑o❑ Aillosa
constricta=❑rte❑de Flo❑Cer [Alasmidonta undulatalill❑❑d ❑ree❑er [Strophitus undulatus❑❑d Er❑
e CI] ❑l ❑❑❑7FFb ❑❑Cb ❑ d ❑❑❑❑=1Od ®❑CIIDe ❑ IL❑® ❑ ®[be ❑❑❑e C7ed Cb ❑e do Daly ❑CIb ®10d ❑
De CEMe❑ ❑ozer S❑1111jrm❑CClaI [Pleurobema collina❑® ne CEMe❑ 11 Mer ❑❑FH❑ ❑❑111] Came dOE?
❑CIb CJI ®❑ ® If ❑e for EDD ❑S M ❑❑d ❑ I❑❑® ❑ ®®e ❑ ® ❑❑❑®® ®❑❑ ❑❑Cla Cb ❑ ❑ee ❑ ®❑fMT-l❑1r
deE-❑ded ®CQ]e ❑E--❑C7nI0m ❑oar ❑❑=E]Me Cre[la❑[la of ❑IE]❑® ❑®®e IEI De ❑emol]d®Cbr of
[De ❑o161I❑A Ee[la❑EO of [ISM Eii❑ S❑la❑Cfmi ❑o❑❑❑bo❑ Moll❑Fm2❑11 En
SEClay❑ ❑ere Cb❑d❑CIed ❑y ❑C7ee ❑❑m E❑❑Deer®❑ ❑erCb❑❑el o❑ ne ❑❑❑ Com❑o❑e❑❑o❑
❑ OD Der 2 ❑ ❑❑d 2 ❑❑2 ❑l ❑❑❑❑d U09 Se Cb ❑d M ❑o>] He Ere ❑ o ❑ ❑o Clam Der 1 ❑ ❑❑d 1 ❑❑2 ❑l ❑ ®C7ee
❑ ❑C❑ E❑❑I[I]eerim❑ 2111 ❑ ❑❑d 2111 ❑❑iiii ❑o ❑SM o1]dEd❑d❑ Dere lom[bd ❑®ini Eie arolaC❑E-e❑
d C7 ®❑ =®CI]' Clay ❑ S Ca ®d ❑ere ❑Cla ® ero CIb ❑ Cb ❑Cao I =Dd E d ❑ CI b C] d m ®Ctll DIb C❑e Cb Ca ❑C(l for
❑11y ❑d[larle Th❑❑FrM ® oCm ❑
Michaux's 1111❑ ❑c
Michaux's sE 1111 ❑❑❑1❑ied ❑❑e❑d❑❑❑ered illi 11111❑ ASF❑ S 1 ❑❑❑EIE ❑E0 f❑=e-ye❑r =1111❑reCla❑
E)ad❑❑lad ®2111 ❑ =[b❑ mere are 113 C❑o❑❑ 1:0111111®1111 [Ill ❑eor❑[Ifl❑❑ori ❑Erol❑❑❑❑d ❑©❑®[H]
=SF❑ S 2❑l ❑® ❑C7ee CJCla❑ CIb❑❑ from So[][[[] ❑Erol®❑ Cb❑e eE= = Flore❑Cla❑❑erm❑❑❑❑❑d
❑ EO❑ee E)❑❑ESC❑ []ere EO❑❑dered eC®❑❑Cbd ❑efore Elie C❑e❑la❑ ❑❑❑ federdly I❑ ed ❑C
e A 11❑❑ered =1 ❑❑❑❑
Michaux's sumac ® ❑ r❑[[Ibm❑Cb❑❑ CE-❑❑ ❑® ereC❑C[bm❑ IIII❑❑a-o❑ from ❑[2 [b ❑iiii meCar❑ illi
E19=11111 ❑❑e e ❑M9 C] ❑❑❑=de ❑Claly ❑❑❑e CIla ❑® Flo ❑er®❑ ® ®®d be Clb ❑❑ CI]e Clb ❑ o CII7❑ = CI7❑s ❑
❑❑e EMdl flo❑er❑ [Ie ❑or❑e IIH ❑ brm❑]dDere EElode❑E0 d❑❑lar ASF❑ S 11111❑❑11 1111=brd[EI❑ 10 Ele
recovery plan, Michaux's sumac grows in sandy or rocky open woods on sandy or sandy IoC7n
o IIS ❑M lo❑ C❑®❑ eCm❑❑❑e m❑❑FriaE ❑❑d ❑❑❑e E-❑ b de❑s❑d o❑ Come form of d= -❑❑❑❑e Cb
m❑[EIIIIIIE] He o❑e❑ ❑❑dam of HU ❑❑❑❑D❑C❑SF❑ S 1 ❑C3C❑There is no suitable habitat for Michaux's
l■■n■1■n■3■11:a■
• ■111 ■ 111■11111■ ■■=11111130
■ ■■- • • ■ 1110 11 ■ re ■r: ■ of 1119 - ■1111111■ 11: ■111 - ■■• • ■111■■■- ■ for ■■• ■ ■ oE=rreE1DaE1 of
■ • C ■C • ■■- ■C' ■■ i!' Elf 1= • ■■ il- ■ ■• ■• ■■C • • ■ 111- ■ ■ ■ ■• ■• ■- ■■ • ■ ■ EIOEer 211 ■■• 2=
2A ■ ■■• 111- SeEond MixIne ■ - ■ • ■ [IoEOmEler 1 ■ ■■• 1 EiE2Eil ■■E ■ - ■■■ ■C ■■■- ■■ ■-
❑ ooe []Of 11

Biological Assessment — CSX Carolina Connector Intermodal Terminal
Edgecombe and Nash County, North Carolina
Amec Foster Wheeler Project Number 64300-9004
July 12, 2017
■• ■• ■■C' • • ■ ■ • ■- ■- ■ ■■• DoElqmEler 1 ■■/ ■ ■ ■■• 111■ ir ■ - - ■ari ■ of ■ ■ 1111■ - EIE113
delOrmned 111- ■ • ■• ■- • EoiinriiFFiniiof 111- ■ ■ ■ ■■• 111- ■■■• ■111 - • reEolimiFuniiof 111- - ■• ■•
IVIIIHMe, 111 DDEIUDaly 10 • 111111 ■ 111- ■■ • eE]E]eE]mDy Effe=EIEIE1E]oLJIL[ely • DdD3rD31y Effe==q ■■
[ITIOr ELIDymLIFT-0111or diiErf lleclEiemiu-ol ■■• ■ II ■■■- ■• - - ■■ • ■ 111- - • ■. ■■■• - •
❑ood❑eElier or Michaux's sumac ®❑de 2EIE
1111E]e 211 De[OrmIF11111011of - - ■■■■• IIE RO[Ifor - ■■■ ■■- ■[: ■ ■• C' ■1111 . ■1111 111■ ■ 1111111 [Me
■ ■ ■ ■■• - ■• ■• MIIIIAUe ■ . r: E1111re ■■■
1111 111■
111 ■111 ■
S❑odd yo❑ ❑m� ❑❑y ❑❑e®❑❑ or [omme❑=de❑E:o feel free io m❑am❑re❑do❑ ❑elly ❑❑❑❑3-
❑❑a12❑❑or ❑-e❑do❑EIJqlly❑ ErneCf❑7om❑
A❑ ❑c F❑❑❑a- ❑ ❑❑❑EE]- E❑❑TEEE ❑❑❑❑❑d I❑1fEE1 '❑C1E1r❑d❑c❑
El ❑ EI ❑ell
S ❑ff E ❑mo axle 11111 S E16 ❑FM
■ 111■■ .■ ■ on ■ • ■■■ ■
- ■Ci 1111. ■IIIc•' ■ Ci . ■111■
❑ maime❑ m ❑efere❑Eo❑
F =Ere 1 ❑S 11� ❑o m110 ❑ M ❑❑
D❑®❑❑❑e ❑ ❑er@❑
Frem❑❑R�r M❑FT-el Sa-Cey ❑e❑or❑❑S❑❑ ❑-❑❑]e ❑❑m ❑❑d Ed❑e❑om❑e ❑o❑❑aem
❑orRE ❑ Erol 1111❑11e❑[]ed ❑y 1111ee ❑ ❑m E❑❑❑]eer1EI❑meC:6m❑er 2❑1 ❑
Frem❑❑16r M❑FT-0I SEYEey ❑e❑or❑ ❑S❑ ❑e❑ird iiiiCormodd Fir" ❑❑m ❑❑d
Ed❑e[om❑e ❑o❑❑gym ❑or® ❑mol®❑❑ Ilre❑ared ❑y 1111ee ❑❑m
E ❑❑E]eer®❑me Elam ❑er 2 ❑1 ❑
11 ooe []Of 11
BENIN ■ 111■11111■ 1111
■■■1111115 ■11111■
m11 ■
■ . - ■ -
■. ■ 111- C .111111 ■
iill im ■■■111 ■ II He ■ m Ih from ■■ ■■IIR- ■■ .
- ■■ - ■- ■111 . - ■111■ ■■• louroii of
■r ■■RI - ■um- ■ ■ l mr ■1- ■• ■- ■- effe=
from - ■r• ■■Ri ■ ■■• ■• Illri ■■
■ -. ■• 1111■• - •
■. - -1111
■ • ■■1111■ - ■- ■ 11 or forl][1111111 111]■1111■
EloodE19FT-er
IdeEI it • oE1 or E19Er 1119 Erob=■11: ■
■ ■ ■ - • ■- 1111■-MDy
Effe=DDEII[Oly■
1111■1111■ - 1111■1111■ 1111• ■- 1111 1111■■- - 1111
lig ■• ElarEialy LI I - ■111
■ ■■1111- ■ 111 ■ 1111■ II IIID 111- ■. ■- ■- - - ■111
lig ■■- ■C' ■ Dy ■ . C ■1111■ rMer ■■. ■ - - ■
[)(Eli1111
1111 ■ 111- ■■111 1111■ -M
ED)y =EbEIIED91y
■ ■■■1111■ - ■■■1111■ ■■• EIM ■ ■ ■ II m IDFr 111 -
Co AEOrDaly EffeFTM
■• ■- ■- - - ■111 lig 1111- ■C' ■ Ly ■ . F' ■1111■ rEOr
■■• ■ - - ■ EYE[em ■■
Michaux's sumac
■. - - 1111
■ ■■■1111■ - ■■■1111■ . 111- 1111- ■r ■ ■ 1111 ■. ■
■ - ■- ■111
111 ■111 ■
S❑odd yo❑ ❑m� ❑❑y ❑❑e®❑❑ or [omme❑=de❑E:o feel free io m❑am❑re❑do❑ ❑elly ❑❑❑❑3-
❑❑a12❑❑or ❑-e❑do❑EIJqlly❑ ErneCf❑7om❑
A❑ ❑c F❑❑❑a- ❑ ❑❑❑EE]- E❑❑TEEE ❑❑❑❑❑d I❑1fEE1 '❑C1E1r❑d❑c❑
El ❑ EI ❑ell
S ❑ff E ❑mo axle 11111 S E16 ❑FM
■ 111■■ .■ ■ on ■ • ■■■ ■
- ■Ci 1111. ■IIIc•' ■ Ci . ■111■
❑ maime❑ m ❑efere❑Eo❑
F =Ere 1 ❑S 11� ❑o m110 ❑ M ❑❑
D❑®❑❑❑e ❑ ❑er@❑
Frem❑❑R�r M❑FT-el Sa-Cey ❑e❑or❑❑S❑❑ ❑-❑❑]e ❑❑m ❑❑d Ed❑e❑om❑e ❑o❑❑aem
❑orRE ❑ Erol 1111❑11e❑[]ed ❑y 1111ee ❑ ❑m E❑❑❑]eer1EI❑meC:6m❑er 2❑1 ❑
Frem❑❑16r M❑FT-0I SEYEey ❑e❑or❑ ❑S❑ ❑e❑ird iiiiCormodd Fir" ❑❑m ❑❑d
Ed❑e[om❑e ❑o❑❑gym ❑or® ❑mol®❑❑ Ilre❑ared ❑y 1111ee ❑❑m
E ❑❑E]eer®❑me Elam ❑er 2 ❑1 ❑
11 ooe []Of 11

Biological Assessment — CSX Carolina Connector Intermodal Terminal July 12, 2017
Edgecombe and Nash County, North Carolina
Amec Foster Wheeler Project Number 64300-9004
R❑ETE]Ec❑❑
❑IE-1Je❑❑❑❑❑1 ❑❑1 ❑❑❑e ❑rEDe ❑I❑En1do❑®❑AJnionidae: Anodontinae®❑a ❑®❑e❑®m
❑I❑EMCdo❑[III❑❑❑d ❑r❑~de❑mSm®Cb❑®❑ ❑o❑r®❑110❑❑ 10 ❑oolo❑y❑❑o1132❑❑1 ❑1 ❑❑❑
[]I ■ ■-11111111 ■ ■■C ■S IHIIHILI[ErElay of 111- E111r Elmiar miTy miiFT-pliiFiifliA ■ - ■• ■Co ■ F. ■ 111■ ■■•
■ ildlfo SerFUTO ■ w ■■■■ - - ■111■C ■■■
■ • ■■- ■■ 111 ■■■• DIE ■■ Ddol ■■■ ■■ ■ • - ■■■■■1111■ • ■1111 ■■ - ■111■i ■■■■• - • ■• ■■■• - •
■ • • • ■- 1111- ■• ■■ ■11i ■1111■ 11■• ■ E]EIIE]l ■i 111■■ ■■■■
Fdler❑S❑❑❑❑❑1❑❑❑prem❑❑Cbr ❑❑d Cbrre®iiA moll❑mmiiii❑C:o❑❑E❑❑oo❑er❑SE❑❑
Seo❑®❑o❑❑❑o❑❑ ❑EF❑❑de❑E ❑ iedFTmE❑d❑❑❑ered aid ❑E-e❑e❑ed ❑I❑❑iiii ❑❑d ❑❑imd❑
of ❑or® ❑Erol®❑❑❑or® ❑Erol=❑S®]� M❑119En of ❑❑=rE] ❑wry❑❑de®❑❑
CO ❑❑Cb 1111❑ MM❑❑d ❑ 1111 11111 Erb ❑1 ❑r3 ❑❑ ❑e ❑ m❑ly m ❑❑4-I ❑EI I ®® CCanth yria F -Ti0. 1U1=❑m❑❑
[Bivalvia: UnionidaeArom Me ❑Er ❑mer❑❑or® ❑E-olE11❑❑❑ ❑m❑IO❑A--❑er❑o❑
Moll❑mmM❑CI3En of ❑om❑E-❑E1b ❑oolo❑y❑❑E-mrd 1111❑=er❑ 111=1=2❑❑ -2❑❑❑
■- ■■■ 111■ V, III 111■ 111 1111 • • ■- 1111■• ■ 1. 1111 ■ • ■ ■ 111111 ■ • ■111 ILS 1111• ■• • ■- ■1111- ■ - - • 111■ 111
-• 11.11■■•-• 11•••11-■■- ■�� . •- •• - 111■ -1111■■ ■• ■�•■r■r ■�■111■ 1111■
❑HD ❑❑❑1D ❑ 1 ❑❑❑❑ ❑e ❑❑❑Or ❑❑d E•eed in❑ ❑blo ❑y of Eie [led -[o minded ❑ ood ❑e ❑fir❑❑ 1111
11❑[2 11❑ -2 ❑❑❑
■■■■■11211 ■■■• 111 ■■ • 111■ DeE1E1r111neE1Ebf EE1ETrOE1meE1E1l E EEJEYE1E1E1DEl ■- 1111■- ■ •■ ■
DEED - ■III- ■■■111111111■■■■C. ■111- ■111■■G ■111■■■- ■- ■ 1111■■ - ■1111: EFT -07--:-,d MEr= 1 ■■
A ■■
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11 ooe 111 of 11

Biological Assessment — CSX Carolina Connector Intermodal Terminal
Edgecombe and Nash County, North Carolina
Amec Foster Wheeler Project Number 64300-9004
July 12, 2017
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❑ood❑e❑ er [Picoides borealism o;❑o❑d re®❑❑ ❑[S❑Frm 1101 ❑ Idles Ser❑❑e❑
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11 ooe 11 of 11

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Improvements
a
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Figure 1. Project Location Map
CSX Carolina Connector Intermodal Rail Terminal
and Second Mainline Improvements
Edgecombe County, North Carolina
Job No. 643009004
Drawn By: BWS I
Reviewed By: RH
Date: 7/3/2017
The map shown here has been
created with all due and reasonable
care and is strictly for use with Amec
Foster Wheeler project number
643009004. Amec Foster Wheeler
assumes no liability, direct or indirect,
whatsoever for any such third party or
unintended use.
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METI, Esn China (Hong Kong), Esri (Thailand), TomTom, Mapmylndia, © OpenStreetMap
p.
contributors, and the GIS User Community
r�
arnec
foster
Wheeler
720 Gracern Road, Suite 132
Columbia, SC 29210 USA
(803)-798-1200
Legend
r—' CSXT Carolina Connector
i� Intermodal Rail Terminal
r—�Second Mainline
Improvements
a
0
0
U
d
2
a`
N
N
E
2
c
a -
L
-
c
E
0
Figure 1. Project Location Map
CSX Carolina Connector Intermodal Rail Terminal
and Second Mainline Improvements
Edgecombe County, North Carolina
Job No. 643009004
Drawn By: BWS I
Reviewed By: RH
Date: 7/3/2017
The map shown here has been
created with all due and reasonable
care and is strictly for use with Amec
Foster Wheeler project number
643009004. Amec Foster Wheeler
assumes no liability, direct or indirect,
whatsoever for any such third party or
unintended use.