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Project No:
70217432
Scale:
1:24, 000
File Name:
Eastfield Dev
Date:
November 2023
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Legend
Project Study Area
0 1,000 2,000 4,000
BIG DADDY 5 RD Feet
IF rracon
Explore with us
2401 Brentwood Road, Suite 107 Ralei h, NC 27604
Phone: (919) 873-2211 Fax: (919) 873-9555
USGS Topographic
Eastfield Development Legacy Farms Alternative Site
Pikeville, Wayne County, North Carolina
EXHIBIT
NO.
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Project No:
70217432
Scale:
1:8,400
File Name:
Eastfield Dev
Date:
November 2023
rracon
Explore with us
2401 Brentwood Road, Suite 107 Raleigh, NC 27604
Phone: (919) 873-2211 Fax: (919) 873-9555
NRCS Soil Survey
Eastfield Development Legacy Farms Alternative Site
Pikeville, Wayne County, North Carolina
EXHIBIT
NO.
2
Project No:
70217432
Scale:
1:8,400
File Name:
Eastfield Dev
Date:
November 2023
Werracon
Explore with us
2401 Brentwood Road, Suite 107 Raleigh, NC 27604
Phone: (919) 873-2211 Fax: (919) 873-9555
National Wetland Inventory and National Hydrology Dataset
Eastfield Development Legacy Farms Alternative Site
Pikeville, Wayne County, North Carolina
EXHIBIT
NO.
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ITHEGATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION.
ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION.
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APPROX. SITE
LOCATION a '
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SITE LOCATION MAP 8!
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NOT TO SCALE
EASTF/ELD S/TE DEVELOPABLEAREA
SITE AREA:
307.17 AC
WETLANDS AREA:
50.20 AC
TRIBUTARY/BUFFER/AREA:
22.20 AC
SCM AREA:
22.40 AC
DEVELOPABLE AREA
212.37 AC
S/TE DEVELOPABLE AREA
SITE AREA:
290.83 AC
WETLANDS AREA:
90.77 AC
TRIBUTARY/BUFFER AREA:
3.19 AC
SCS AREA:
17.90 AC
DEVELOPABLE AREA
178.97 AC
AVAILABILITY
• LISTED IN MULTI -LIST
-
LOGISTICS
• PARCEL SMALLER THAN EASTFIELD SITE
• A MAJORITY OF THE SITE IS ZONED AIRPORT HEIGHT
OVERLAY DISTRICT; ZONED FOR THIS TYPE OF PROJECT.
• UTILITY INFORMATION UNAVAILABLE. RURAL LOCATION
WILL REQUIRE SIGNIFICANT OFF -SITE IMPROVEMENTS
• ONLY ACCESS TO THE SITE IS ANTIOCH ROAD WHICH IS A
2-LANE STATE ROUTE, SIGNIFICANT ROAD
IMPROVEMENTS WILL BE REQUIRED.
• SITE IS APPROXIMATELY 5 MILES FROM 1-795 AND 17
MILES FROM 1-95
• NO RAILWAY ADJACENT TO SITE; CLOSEST IS 5 MILES
AWAY.
• HYDRIC SITE SOILS
EXISTING TECHNOLOGY
• TOPOGRAPHIC FEATURES MAY REQUIRE EXTENSIVE
EARTHWORK
f_%r10T
• ANTICIPATED OFF -SITE DEVELOPMENT COSTS
EXORBITANT.
SITE LEGEND
1 I HYDRIC SOIL
�//�///RIVERINE
W W W W WETLANDS
IMPACTED WETLANDS
SCM AREA
DEVELOPABLE AREA
NORTH
GRAPHIC SCALE
0 125 250 500
( IN FEET)
1 inch = 250 ft.
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ANTIOCH
ROAD
ALT ANALYSIS
EXHIBIT
Project Number:46118-0000
Drawing Scale: 1 "=250'
Date Issued: JULY 2023
1000
Index Number: --
Drawn By: SMP
Checked By: ANS
Project Manager: JS
ALT-1
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0 Tar -Pamlico River Basin
Dawson
Enfield .Crossxoa
Quadrangle Quadr.. gle
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0 Project Study Area Feet
USGS 24K Grid Quadrangle 0 1,000 2,000 4,000
DATA SOURCES:
USGS Topographic Survey; Enfield Quadrangle; HUC 8
Watersheds; ESRI - USGS Topographic Basemap;
Project Study Area created from NC_OneMap dataset,
Parcel # 0401640
Project No.: Topographic Project Location Exhibit
Date:
6erracon
Drawn By:
Halifax County, North Carolina 1
GRS
2401 Brentwood Rd, Suite 107 Raleigh, NC 27604
Reviewed By:
JWH PH. (919) 873-2211 terracon.com
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Tar -Pamlico River Basin
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Feet
0 Project Study Area
0' Potential Wetlands (74.16 ac.t) 0 300 600 1,200
Potential Tributary (455.78 LF.f)
DATA SOURCES:
Terracon - Wetlands and Waters; ESRI - World Imagery
Hybrid Basemap; Project Study Area created from
NC_oneMap dataset, Parcel # 0401640
Project No.: Potential Wetlands and Waters Exhibit
Date: erracon
Drawn By:
�Rs Halifax County, North Carolina 3
2401 Brentwood Road, Suite 107 Raleigh, NC 27604
Reviewed By:
JWH PH. (919) 873-2211 terracon.com
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ITHE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION.
L
EASTF/ELD S/TE DEVELOPABLE AREA
SITE AREA:
307.17 AC
WETLANDS AREA:
50.20 AC
TRIBUTARY/BUFFER/AREA:
22.20 AC
SCM AREA
22.40 AC
DEVELOPABLE AREA
212.37 AC
S/TE DEVELOPABLE AREA
SITE AREA:
204.44 AC
WETLANDS AREA:
74.17 AC
TRIBUTARY/BUFFER AREA:
0.57 AC
SCM AREA
12.24 AC
DEVELOPABLE AREA
117.46 AC
AVAILABILITY
• LISTED IN MULTI -LIST
LOGISTICS
• PARCEL SMALLER THAN EASTFIELD SITE.
ADJACENT PROPERTY TO THE SOUTH IS ZONED
COMMERCIAL, ALL OTHER ADJACENT
PROPERTIES ARE RESIDENTIAL.
• UTILITY INFORMATION UNAVAILABLE.
• RURAL LOCATION WILL REQUIRE SIGNIFICANT
OFF -SITE IMPROVEMENTS
• NO ACCESS TO SITE CURRENTLY. ACQUISITION
OF ADDITIONAL ADJACENT PARCEL NEEDED
FOR ACCESS.
• DEVELOPABLE AREA DOES NOT MEET THE
NEEDS OF THE PROJECT
• TRESTLE ROAD IS AN UNIMPROVED ROAD.
• NEAREST HIGHWAY IS HIGHWAY 301. IT IS
APPROX. 0.5 MILES AWAY AND IS 2-LANE.
TRAFFIC IMPACTS ON THE HIGHWAY WOULD
RESULT FROM THE PROJECT.
• ACCESS TO RAILROAD ABUTS WETLANDS
ALONG LENGTH OF THE PROPERTY.
• 1-95 IS APPROX. 14 MILES FROM SITE.
EXISTING TECHNOLOGY
• TOPOGRAPHIC FEATURES MAY REQUIRE
EXTENSIVE EARTHWORK
COST
• ANTICIPATED OFF -SITE DEVELOPMENT COSTS
EXORBITANT.
SITE LEGEND
HYDRIC SOIL
RIVERINE
WETLANDS
IMPACTED WETLANDS
SCM AREA
DEVELOPABLE AREA
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PIPER LANE ALT
ANALYSIS EXHIBIT
NORTH
Project Number:46118-0000
GRAPHIC SCALE Drawing Scale:ViewportScale
Date Issued: JULY 2023
0 100 200 400 800 Index Number: --
Drawn By: SMP
Checked By: ANS
Project Manager: JS
( IN FEET)
1 inch = 200 ft. ALT-2
m
3
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2
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• _ ' S/TE DEVELOPABLE AREAS � C/
,` BLOCK A TOTAL: 19.00 AC Q
# LLJ
. DEVELOPABLE AREA 17.35 AC I i I w
LJJ w
1* 0// /' 4V f BLOCK A l TOTAL: 3.79 AC 5i UJZ z
_A r_
BLOCK B TOTAL: 13.17 AC r w
- Ow
BLOCK C TOTAL: 54.46 AC Q
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DEVELOPABLE AREA 51.64 AC LLJ U
1 / / BLOCK D TOTAL: 6.62 AC UJ
BLOCK E TOTAL: 17.41 AC
/
DEVELOPABLE AREA 13.49 AC Q
NOWBLOCK F TOTAL: 7.89 AC
DEVELOPABLE AREA 1.13 AC
7 / /
-
/ BLOCK H TOTAL: 12.82 AC
DEVELOPABLE AREA 12.17 AC
BLOCK K TOTAL: 2.32 AC
BAWDY CREEK �'
\\\ * BLOCK L TOTAL: 3.36 AC
BLOCK A I �L�, DEVELOPABLE AREA 1.10 AC
STREAM AND BUFFER
- , / ;/ / BUFFER IMPACTS APPROVED BLOCK M TOTAL: 8.19 AC
Al / /' � IMPACTS I \\ .
/ UNDER SEPARATE PERMIT \ BLOCK TOTAL. 27.97AC
A \
3.79 AC / j / I � =�,� I DEVELOPABLE AREA 12.19 AC �
19.00 AC WETLAND IMPACT APPROVED \\ BLOCK O TOTAL. 62.00 AC o
// /
UNDER SEPARATE PERMIT \\\ DEVELOPABLE AREA 60.19AC �
BLOCK P TOTAL: 51.50 AC O o
DEVELOPABLE AREA 43.11 AC W w
I1 _ Y i 4�SEi5ACK \\\ ROADWAY COMMON AREA 16.67 AC z I I \
W
/ I I
33EiBACK TOTAL SITE AREA 307/ 17 AC o
-` --- - I tl° � � �I I I \ TOTAL DEVELOPABLE AREA 212.37 AC �
17.41 AC ---= __=-� == - - - z�o� o o I _ I \ \ w
MULTI -FAMILY _
// \ TRACT I � PROVIDENCE BLVD. II \ Q
1.006 ACRES OF 15.49ACRE5
BUFFER STREAM °-Y�`..
\ O O O O O O O O
� o �� I \�i -- �� IiI°� ��� � I
0
- �J ' �1 - I II N
IMPACT. 454 LF OF _ F =CD
o T PROvl�� \\ �� �� �'' i = = I 62.00 AC
STREAM IMPACT (UNT �� � �° �� "� ��o 13.17AC J ' 1i+i1 00 I --I = = ► i I o N ,
BAWDY REEK �� J FUTURE
TO B C 7.89 AC I ,� a I
�Q� �� G \ V DEVELOPMENT 12+UO I -
v 2.02ACRES
12.82 AC
I
BLOCK E STREAM AND \six �� \ \ �; : .��� ,�_ 9.214 ACRES OF WETLAND ��
C
6.62 AC �aRill
DISTURBANCE
BUFFER I M PACTS ��� J , /
�0 ; ; \ 9+
_ WET POND C1 - I =
- v 54.46 AC J 8+)0 BUFFER IMPACTS = ,, I _ 3o
I
6+
a i
' x
97 AC
o '•.: - � � p v .� : 27
DDDIIIN/4 I WET POND C2
1.50 AC
� ' ,' � o o � 2x o
BUFFER IMPACTS
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8.19 AC
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4t.. Wr 2.32 AC .
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THE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION.
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ivURTH
GRAPHIC SCALE
0 150 300 600
( IN FEET)
1 inch = 300 ft.
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EX
-MASTER
WETLAND MAP
Project Number:46118-0000
Drawing Scale: 1" = 300'
Date Issued: NOV 2023
1200
Index Number: --
Drawn By: SMP
Checked By: ANS
Project Manager: JS
A
auto
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� I
-� II 130'-0"-4 N I I
typ. 2 - 3
tenants
each bldg.
or single
tenant.
This conceptual design is based upon a preliminary review of e
and on unverified and possibly incomplete site and/or building
intended merely to assist in exploring how the project might be
SCALE 1" = 100'
0 50 100 200
alternate
Oation
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AUTO STALLS \
35'
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X 1 1 90'-0'
211,622 sf
X
206,487 sf
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75,971 sf
-----------
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148,877 sf
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123,292 sf
317,392 sf
0
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RAIL SPUR
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155 614 sf ( \
\ \ 71,FS6 sf
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\ \ 47,751 sf
X alternate
+/-0 TRAILER STALLS 1517 375 sf \ \\ O/�'J�tlon.
��/ \ \ option.
SITE PLAN
EASTFIELD DEVELOPMENT
SELMA, NC
SCHEME 2 I AS177-20 1 07/21/2020
r
PROJECT DATA:
SITE AREA:
GROSS:
171.21 AC
7,457,810 SF
ARCO
DESIGN/BUILD 01
INDUSTRIAL
aRCOTECTS
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# BLOCK F TOTAL: 7.89 AC
DEVELOPABLE AREA 1.13 AC
/
BLOCK H TOTAL: 12.82 AC
• +/ / / / ,� _ `\ DEVELOPABLE AREA 12.17 AC
/
BLOCK K TOTAL: 2.32 AC
_
BAWDY CREEK - - '\ BLOCK L TOTAL: 3.36 AC
LL DEVELOPABLE
BLOCK A AREA 1.10 AC
STREAM AND BUFFER
BUFFER IMPACTS APPROVED BLOCK M TOTAL: 8.19 AC
Al /
/ IMPACTS
/
UNDER SEPARATE PERMIT BLOCKN TOTAL: 27.97AC
3.79 AC / j� / 15 DEVELOPABLE AREA 12.19 AC
WETLAND IMPACT APPROVED \ BLOCK O TOTAL: 62.00 AC o
19.00AC // // ..
UNDER SEPARATE PERMIT \ DEVELOPABLE AREA 60.19AC z
BLOCK P TOTAL: 51.50 AC O z
DEVELOPABLE AREA 43.11 AC > >N
UJ W
ROADWAY COMMON AREA 16.67 AC z
E_ / / 30'SETBACK TOTAL SITE AREA 307, 17 AC o
I _ _ o o I \, �'\ TOTAL DEVELOPABLE AREA 212.37 AC
11.41 AC // - ------ 9 uy Zoo,
MULTI -FAMILY - PROVIDE I \ CU
TRACT NCE <
/ \ BLVD. I I `
15.49 ACRES a
/ J
- -- 0
0.843 ACRES OF - r 1 �, \ O o '
-_ �� I ° I \ N M � LC) CO � W
BUFFER IMPACT. t -- F B a �I
� s� =� PROr��� F I 62.00 AC
a) CD ,
339 LF OF STREAM ®®� �E e10
�, ( 1 13.17 AC / , �""� IL
X I N
SITE DEVELOPABLE
AREAS
CIO)
,I
000-0
Q
- - - -
BLOCK A TOTAL.
19.00 AC
LLJ Z
DEVELOPABLE AREA
17.35 AC
- -JP
LJJ w
BLOCK A 1 TOTAL:
3.79 AC
UJ Z z
-
F 1#
z
J
BLOCK B TOTAL:
13.17 AC
4= -
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z
ui
I I U
U
BLOCK C TOTAL:
54.46 AC
DEVELOPABLE AREA
51.64 AC
LLI
- 3 �
w
tn
BLOCK D TOTAL:
6.62 AC
J
BLOCK E TOTAL:
17.41 AC
LL
Q
DEVELOPABLE AREA
13 49 AC
I M PACTS . ^/V� i�� FUTURE 7.89 AC
/ OQ - �� \ DEVELOPMENT - °
D \ 202ACRE5 � I II II I a
/ 12.82 AC I 7/
��/i �I
BLOCK E STREAM AND / _ M / �� _wqa
I. I
/ 3.62 AC C it M I I L I I
BUFFER IMPACTS _ ' �i \� ,, 2 i II
:::: i ,J WET POND C1 i II
%(( r• 54.46Ac ( \\ LLLj
Ir
BUFFER IMPACTS I - 0
I MEMO
8D i
SETBACK
cz
\\
verso - �Row)�5 -
L
1 AI -_ -�
AC
41
WET POND C2
51.50 AC
8 E
BUFFER IMPACTS
E sr
\`
X. wry
G'�' I jGywgY 8.19AC
(ro---
8C �ow) _
co
8B--------
2.32 AC
8A
13
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\ --
/ (6 X Gywq y',�,
Row) 11
" 4,
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------------
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THE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION.
Wetland a
Area (SF)
permanent
Impacts (SF)
Permanent
Impacts (AC)
temp Impacts (SF)
temp Impacts (AC)
Obtained Jurisdictional Det.
(yes/no)
1 (previously approved)
465,276
19,024
0.437
0
0.00
YES
1A
25,903
0.595
0
0.00
2
28,444
3,495
0.080
0
0.00
YES
3
687,436
33,407
0.767
0
0.00
YES
4
236,601
18,874
0.433
0
0.00
NO
15
25,855
1,163
0.027
0
0.00
YES
13
3,408
616
0.014
0
0.00
YES
Subtotal Eastfield -Adventure
1,447,020
85,495
2.353
0
0.00
8A
23,022
16,891
0.388
0
0.00
YES
813
16,788
4,195
0.096
0
0.00
8C
5,341
5,341
0.123
0
0.00
8D
3,887
160
0.004
0
0.00
8E
272
0.006
0
0.00
8F
2,659
2,659
0.061
0
0.00
Subtotal Selma
51,697
29,518
0.678
0
0.00
Total
1,498,717
115,013
3.031
0
0.00
5 (non -Jurisdictional)
9,612
9,612
0.221
0
0.00
YES
L
3.36 AC
PROPOSED JURISDICTIONAL STREAM
IMPACT TABLE
DESCRIPTION
LENGTH (LF)
AREA (SF)
AREA (AC)
M PACT F
97
1,783
0.041
IMPACT G
202
5,805
0.133
OUTFALL Al
10
62
0.001
OUTFALL A2
10
35
0.001
OUTFALL C1
10
26
0.001
OUTFALL C2
10
24
0.001
OUTFALL E1
10
77
0.002
OUTFALL E2
10
112
0.003
OUTFALL E3
10
115
0.003
OUTFALL E4
10
107
0.002
BUFFER IMPACT
ZONE 1 (SF)
ZONE 2 (SF)
TOTAL (SF)
BLOCK A - BASIN
(GRAD ING/REVEGETATION)
O
9,270
9,270
BLOCK C - WET POND C1 OUTFALL
630
420
1,050
BLOCK C - WET POND C2 OUTFALL
600
400
1,000
BLOCK E - OUTFALLS AND ROAD
13,197
6,944
20,141
CROSSINGS
BLOCK E - EXISTING IMPACTS
(EXISTING ROAD)
7,700
8,873
16,573
TOTAL
22,127
25,907
48,034
_]
SITE LEGEND
BAWDY CREEK
WETLANDS
IMPACTED WETLANDS
NORTH
GRAPHIC SCALE
0 150 300 600
( IN FEET)
1 inch = 300 ft.
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Project Number:46118-0000
Drawing Scale: 1" = 300'
Date Issued: NOV 2023
1200
Index Number: --
Drawn By: SMP
Checked By: ANS
Project Manager: JS
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PROPOSED BUFFER IMPACT TABLE
SCRIPTION
LEGEND
AREA (SF)
AREA (AC)
)NE 2 BUFFER
TU RAL I M PACT
6,944
0.159
)NE 1 BUFFER
TU RAL I M PACT
13,197
0.303
EXISTING BUFFER IMPACT TABLE
SCRIPTION
LEGEND
AREA (SF)
AREA (AC)
)NE 2 BUFFER
TU RAL I M PACT
8,783
0.202
)NE 1 BUFFER
TU RAL I M PACT
7,700
0.177
INSET A
SCALE: 1" = 50'
ITHE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION.
SWIM POND A2
INCFT R
SCALE: 1" = 50'
SITE MAP
SCALE: 1" = 500'
PROPOSED
OUTFALL A2
TOP OF BANK
(TYP. )
PROPOSED JURISDICTIONAL STREAM IMPACT TABLE
DESCRIPTION
LEGEND
LENGTH (LF)
AREA (SF)
AREA (AC)
IMPACT F
97
1,783
0.041
IMPACT G
202
5,805
0.133
OUTFALL Al
10
62
0.001
OUTFALL A2
10
35
0.001
OUTFALL E1
10
77
0.002
OUTFALL E2
10
112
0.003
OUTFALL E3
10
115
0.003
OUTFALL E4
10
107
0.002
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IMPACT EXHIBIT
NORTH
Project Number:46118-0000
GRAPHIC SCALE Drawing Scale: 1"=50'
Date Issued: NOV 2023
0 25 50 100 200 Index Number: --
Drawn By: SMP
Checked By: ANS
IN FEET)
Project Manager: JS
( 1 inch = 50 ft. EX - 8A
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RIP RAP APRONS TO BE INSTALLED
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CULVERT. EMBED RIP RAP TO MAINTAIN
EXISTING CHANNEL INVERT
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IMPACT F PROFILE PROFILE (B-B)
HORIZONTAL SCALE: 1" — 50'
VERTICAL SCALE: 1" = 10'
•,� J
170
160
EXISTING GRADE
2.07%
PROPOSED ROAD
PROPOSED CULVERT
EXISTING
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IMPACT G PROFILE PROFILE (D-D)
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VERTICAL SCALE: 1" = 10'
1+00
IMPACT F SECTION PROFILE (A -A)
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
•
170
160
0
2+00
N
1+00
PROPOSED ROAD
-- — — --
EXISTING GRADE
PROPOSED CULVERT
RIP RAP APRONS TO BE INSTALLED
UPSTREAM AND DOWNSTREAM OF
CULVERT. EMBED RIP RAP TO MAINTAIN
EXISTING CHANNEL INVERT
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IMPACT G SECTION PROFILE (C-C)
HORIZONTAL SCALE: 1 " = 50'
VERTICAL SCALE: 1" = 10'
ITHE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION.
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BLOCK E - STREAM
IMPACT EXHIBIT
Project Number:46118-0000
GRAPHIC SCALE Drawing Scale: AS SHOWN
Date Issued: OCT 2023
0 25 50 100 200 Index Number: --
Drawn By: SMP
Checked By: ANS
IN FEET) Project Manager: JS
(
1 inch = 50 ft. EX-8B
STATF
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
November 14, 2023
Eastfield Associates
101 S Raiford Street, Suite 200
Selma, NC 27576
Attn: Mr. Kevin Dougherty, Managing Partner
Re: US 70/US 70A Improvements-Eastfield Development
To Whom it may concern,
J.R. "JOEY" HOPKINS
SECRETARY
The NCDOT roadways requiring upgrades due to traffic impacts generated by the
Eastfield development are US-70A, US 70, and SR 2305 (Firetower Road). It is our
understanding that all other streets included in the Eastfield project will be owned and
maintained by the Town of Selma upon completion.
Please be advised that roadway improvements on SR 2305 (Firetower Road) are required
due to the expected traffic generated by Eastfield. We understand this is the only
NCDOT route impacting natural resources and recommend the impact be approved.
Finally, we appreciate your review/approval of the environmental permits and if at all
possible, we ask that review/approval be expedited allowing the improvements to
commence.
Sincerely,
DocuSigned by:
c.&,0
84 F47E03DD04BF2-
Jennifer K. Collins
District Engineer
Division 4 District 3
Department of Transportation
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
DIVISION 4 DISTRICT 3
67 JR ROAD, SUITE 700
SELMA, NC 27576
Telephone: (919) 739-5300
WILD
HOLDINOGs
Neuse Stream and Wetland Credits Statement of Availability
August 28, 2023
Eastfield Associates, LLC
Attn: Kevin Dougherty
101 S. Radford Street
Selma, NC 27576
RE: Availability of Stream and Riparian Wetland Credits for the "Eastfield Development" project
Bank Name: Falling Creek Umbrella Mitigation Bank
Bank Sites: McClenny Acres II Mitigation Site
Bank Sponsor: Wildlands Holdings III, LLC
USACE Action ID No.: SAW-2017-00552
Permittee: Eastfield Associates, LLC
Riparian Wetland Credits Needed: 3.56 acres
Riparian Wetland Credits Available: 1.01 acres
Neuse 03020201 River Basin
Dear Mr. Dougherty,
Wildlands Holdings III, LLC, owned and operated by Wildlands Engineering, Inc., currently has sufficient stream
and riparian wetland credits from the Falling Creek Umbrella Mitigation Bank: McClenny Acres II Mitigation
Site to partially satisfy the stream and/or wetland mitigation requirements related to the above -mentioned
project. The project is located within the Neuse River Basin of the service area (HUC 03020201) of the Bank.
This letter is simply a statement of availability of credits as of the date written. It is neither a guarantee of
future credit availability, nor a guarantee of credit pricing. Credits are sold on a first come, first serve basis at
the Bank's price at the time an invoice is requested. Invoices reserve both the credits and the price for a period
of 30 days. Credits and associated pricing may be reserved for up to 6 months with a signed reservation
agreement and a 10% deposit.
Final transfer of the credits will be made upon receipt of a copy of the US Army Corps of Engineers
Compensatory Mitigation Responsibility Transfer Form approving the Stream and/or wetland mitigation
purchase from the Bank and upon receipt of your payment to Wildlands Holdings III, LLC.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at (704) 332-
7754 x114 or cbrunick@wildlandseng.com if you have any questions or need any additional information.
Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203
WILD
HOLDINOGs
Sincerely,
Camden M. Brunick
Wildlands Engineering, Inc.
Mitigation Credit Sales
cbrunick@wildlandseng.com
0: (704) 332-7754 ext. 114
M: (919) 219-6162
Cc: Mr. Chris Hopper, Regulatory Agent I USACE
Mr. Robert Turnbull, Department Manager I Terracon
Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
MARC itECKTENWALD
Director
Kevin Dougherty
Eastfield Associates, LLC
101 S. Raiford St
Selma, NC 27576
Project: Eastfield
NORTH CAROLINA
Environmental Quality
November 13, 2023
Expiration of Acceptance: 5/13/2024
County: Johnston
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin
Impact Location
8-di it HUC
Impact Type
Impact Quantity
Neuse
03020201
Riparian Wetland
3.56
Neuse
03020201
Warm Stream
267
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need
additional information, please contact Kelly.Williams@deq.nc.gov.
Sincerely,
FOR James. B Stanfill
Deputy Director
cc: Jeff Harbour, agent
North Carolina Department of Environmental Quality I Division of Mitigation Services
fk; C0.R[71 IRAAEQ 217 west Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652
do.t.—M EP7... a f `� 919.707.8976