20231422 Ver 1_Wilmington Road Industrial ePCN Attachments Compressed_20231016

Angela Petros
From: Angela Petros
Sent: Tuesday, January 3, 2023 1:08 PM
To: 401 PreFile
Subject: Wilmington Road Industrial NWP 39 Pre -Application
To Whom It May Concern,
Atlas will be submitting an NWP 39 application for the Wilmington Road Industrial project. This project is in
Garner (Wake County) and is an Industrial project. Wilmington Industrial Partners LLC is the applicant.
Angela Petros
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411
Charlotte, NC 28211
[phone] mobile
www.atiasenvi.com
Offices in Asheville and Charlotte
N MENTAL

Preliminary ORM Data Entry Fields for New Actions
SAW-2023-00044 BEGIN DATE [Received Date]:
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Wilmington Road Industrial
2. Work Type: Private ❑ Institutional ❑ Government ❑ Commercial ❑✓
3. Project Description / Purpose [PCN Form 133d and 133e]:
This project is for the construction of an industrial development.
4. Property Owner / Applicant [PCN Form A3 or A4]: Doggett Associates LLC/ Wilmington Industrial Partners LLC
Attn: John Core
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Atlas Environmental, Jennifer Robertson
6. Related Action ID Number(s) [PCN Form 135b]: SAW-2019-00226
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]:
4434 Wilmington Road Garner, NC 27529
Lat: 35.719092, Long:-78.592050
8. Project Location - Tax Parcel ID [PCN Form 131a]: 1721060722
9. Project Location — County [PCN Form A21b]: Wake
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Garner
11. Project Information — Nearest Waterbody [PCN Form 132a]: Little Arm Branch, Class C;NSW, # 27-34-11-2
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: Upper Neuse 03020201
Authorization: Section 10 ❑ Section 404
Regulatory Action Type:
Standard Permit
✓ Nationwide Permit # 39/58
❑ Regional General Permit #
❑ Jurisdictional Determination Request
Section 10 & 404 ❑
Pre -Application Request
Unauthorized Activity
❑ Compliance
❑ No Permit Required
Revised 20150602

A
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F a�� ►
US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: David Bailey
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: Wilmington Road Industrial +/- 59.63 acres
4434 Wilmington Road Garner, NC 27529
Nationwide Permit 39/58 Verification
David and Stephanie:
October 16, 2023
NC Division of Water Resources
401 and Buffer Permitting Branch
Attn: Stephanie Goss
1617 Mail Service Center
Raleigh, NC 27699-1617
The applicant, John Core of Wilmington Industrial Partners LLC, is requesting approval
of the enclosed nationwide permit 39 verification package. Atlas Environmental staff
completed the delineation of aquatic resources on October 12t", 13t", and 18t" 2022.
Features were field verified by David Bailey on May 24, 2023. A previous Approved
Jurisdictional Determination had been issued for a portion of the review area under
Action ID SAW-2019-00226 which expires April 08, 2025. A delineation concurrence
was issued for the remainder of the review area via email by David Bailey on July 05,
2023. The AJD area included one isolated impoundment as Pond 1. Due to the
existing AJD and recent regulatory changes the isolated pond has not been identified as
an impact.
The site has been designed and engineered to avoid and minimize impacts to the
greatest extent possible. Impacts include three permanent stream impacts, seven
temporary stream impacts, and three permanent wetland impacts. The permanent
stream impacts include one perennial channel (S1: 94 LF, 0.007 Ac) and two
intermittent channels (S2: 50 LF, 0.003 Ac and S3: 19 LF, 0.001 Ac). Three temporary
impacts are associated with trenching for sewer line installation and four temporary
stream impacts are to establish a dewatered area using a pump around system to
prevent flowing water in the work area. One wetland impact, identified as W1, is
associated with the road crossing. Impacts W2 and W3 are fill related to the sewer line
installation.
Avoidance and minimization has occurred through the site design including the size,
orientation, and positioning of the proposed buildings, stormwater control measures,
parking, and additional infrastructure. Retaining walls are proposed at the road crossing
to minimize proposed impacts and avoid additional impacts. The retaining walls at the
road crossing are 247 linear feet and 144 linear feet. The walls vary in height but
approximate 20 feet at the highest point. Without these retaining walls and assuming
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte

TLAS
VIRQNMENTAL
2:1 slopes the road crossing would be lengthened by approximately 80 feet (40 feet on
both sides) and would impact over 175 feet of CH 100, all of CH 2O0, all of WL 2000,
and a portion of WL 1500. An additional retaining wall of 745 linear feet, varying in
height from approximately 20-30 feet, is being proposed Southwest of Building A to
avoid greater impacts to CH 100 and entirely avoid wetlands WL 1400 and WL 1500.
This wall also creates a wider buffer and tree save area along channel CH 100.
The road alignment at the stream crossing has been dictated by the City of Garner for
an eventual connection with Cook Street. The Western region of the property is zoned
as residential. Any future development and the continuation of the road to Cook Street
will be a separate and complete project to be completed by others and will be unrelated
to the proposed industrial project.
Table 1: Aquatic Resources Impact Summary
Waters Impact Summary Table
Impact
Feature
Type
Duration
Ac
LF
Reason
S1
CH 100
Perennial
Permanent
0.007
94
Road Crossing
S2
CH 100
Int
Intermittent
Permanent
0.003
50
Road Crossing
S3
CH 200
Intermittent
Permanent
0.001
19
Road Crossing
S4
CH 100
Perennial
Temporary
0.001
20
Pump Around
S5
CH 100
Perennial
Temporary
0.004
42
Trenching
S6
CH 100
Perennial
Temporary
0.001
20
Pump Around
S7
CH 500
Perennial
Temporary
0.003
45
Trenching
S8
CH 500
Perennial
Temporary
0.001
20
Pump Around
S9
CH 500
Perennial
Temporary
0.002
33
Trenching
S10
CH 500
Perennial
Temporary
0.001
20
Pump Around
W1
WL 2000
Wetland
Permanent
0.006
N/A
Sewer
W2
WL 1000
Wetland
Permanent
0.014
N/A
Sewer
W3
WL 1600
Wetland
Permanent
0.006
N/A
Sewer
Buffer impacts are proposed as part of the development including one road crossing,
three sewer line crossings, additional sewer impacts within the buffer, and grading
within the buffer. No mitigation is required for the road crossing as impacts are less
than 1/3 acre. The sewer line has a required permanent easement of 40-feet, due to
this required width, all impacts within zone 1 are being mitigated at a 3:1 rate. No
impacts within zone 2 require mitigation. A summary of buffer impacts is located in
Table 2. A Statement of Availability has been attached for purchasing buffer mitigation
credits from a private mitigation bank.
Table 2: Buffer Impact Summary
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atiasenvi.com / Offices in Asheville and Charlotte

T LAS
VIRONMENTAL
Impact
Zone 1 (Sq Ft)
Zone 2 (Sq Ft)
Reason
Mitigation (Sq Ft)
131
894
4428
Sewer Parallel
894
B2
2491
1551
Perpendicular Sewer
2491
Crossing
B3
4036
3350
Road Crossing
0
B4
0
351
Grading
0
B5
0
332
Grading
0
B6
0
1041
Grading
0
B7
0
370
Grading
0
B8
0
1323
Grading
0
B9
1915
1252
Perpendicular Sewer
1915
Crossing
B1O
0
611
Sewer Parallel
0
B11
9019
9440
Sewer Parallel
9019
B12
3301
1224
Perpendicular Sewer
3301
Crossing
B13
0
478
Grading
0
B14
0
430
Grading
0
Enclosed are the necessary jurisdictional determination documents and additional
information. Thank you for your attention to the enclosed request. Please contact me if
you need any additional information.
WS
Senior Environmental Specialist
Atlas Environmental Inc.
[e-mail]
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte

T,,LAS
ENVIRONMENTAL
AGENT AUTHORIZATION FORM
U.S. Army Corps of Engineers, Wilmington District
Attn: Mr. Scott McLendon, Chief, Regulatory Division
PO Box 1890
Wilmington, North Carolina 28402-1890
-and-
NC Division of Water Resources, Water Quality Program
Wetlands, Buffers, Streams — Compliance and Permitting Unit
Attn: Mr. Paul Wojoski, Supervisor
1617 Mail Service Center
Raleigh, North Carolina 27699-1650
I, the current landowner, lessee, contract holder to purchase, right to purchase holder, or easement
holder of the property/properties identified below, hereby authorize Atlas Environmental Inc to act on my
behalf as my agent during the processing of permits to impact Wetlands and Waters of the US that are
regulated by the Clean Water Act and the Rivers and Harbors Act. Federal and State agents are
authorized to be on said property when accompanied by Atlas Environmental Inc staff for the purpose of
conducting on -site investigations and issuing a determination associated with Waters of the US subject to
Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899 and Waters of the State including 404 Wetlands, Isolated Wetlands, and other non-404
Wetlands subject to a permitting program administered by the State of North Carolina. Atlas
Environmental Inc is authorized to provide supplemental information needed for delineation approval
and/or permit processing at the request of the Corps or NC DWR Water Quality Program.
Project Name: ILMin1 G 10N /.09!) I vDvS7/0i/fC
Property Owner of Record: _l� D G (2E77 A 5 soU4-7155 l_ L C
Contact Name: TOHN C-orZi
Address: 600 64157 / IXcgc mr.) Sr Zoo
Address: CJ4AZL6-7>E / ti] C. ZQ�ZoZ
Phone/Fax Number: 70 7 — 9 Z(o % y16j
Email Address: ip�'lIl • Cbre [�j U�igCa•+�coP. Cow
Project Address: f/J 7Z 2 t0� 0 Z Z
Project Address: 6ArCN1511 A) Cl
Tax PIN: I % Z 10 (0 6 Z
Signature:
Date: 1 Z G ! Zoz2
ATLAS Environmental Inc.
338 S. Sharon Amity Road, #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
[e-mail]
www.atlasenvi.com

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PROJECT NOTES
1. ALL EASEMENTS WITH PIPES AND/OR STRUCTURES SHALL BE CLEARED & GRUBBED AND SEEDED.
25570 2. EXISTING VEGETATION AND NATURAL AREAS SHALL BE PROTECTED TO THE GREATEST EXTENT POSSIBLE AND
2 THAT MINIMUM CLEARING OF LAND SHALL BE UNDERTAKEN DURING DEVELOPMENT.
54.p
V,8,
v 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE NTH TOWN OF GARNER STANDARDS AND SPECIFICATIONS, LATEST
EDITIONS.
. ..... 4. CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, AND SIZES OF EXISTING PUBLIC UTLITIES PRIOR TO ANY z
EXCAVATIONS, GRADING, OR INSTALLATION OF UNDERGROUND UTILITIES ON OR ADJACENT TO THE PROJECT
V - ------ E
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BW'.�260.1 5. NO CLEARING IN TREE SAVE AREAS OR ANY OTHER DESIGNATED AREAS.
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6. ALL SLOPES TO BE VEGETATED WITH GRASS SHALL BE A MAXIMUM OF 3:1.
ry
7. NO LAND DISTURBING ACTIVITIES ARE PERMITTED IN BUFFERS CONTAINING EXISTING TREES WTH A MINIMUM
CALIPER DBH OF 4". NO LAND DISTURBING ACTIVITIES SHALL BE PERMITTED WITHIN THE CRITICAL ROOT ZONE OF
AN RETAINED SIGNIFICANT OR SPECIMEN TREES [SEC. 7.1K(2)].
IAINTA
------ ;A SIN 10' FROM LOD TO 8. DURING THE ENTIR PERIOD OF CONSTRUCTION ACTIVITY ON THE SITE, ALL PROTECTED TREES SHALL BE
11 Nlrkl i
TREE SAVE AREAS,
LOD TO AND PROTECTED BY AN ORANGE TENSAR GEOGRID FENCING FABRIC OR APPROVED EQUAL FENCING.
AREAS, TYP
A SIGN STATING TREE PROTECTION AREA - Do NOT ENTER / PARA PROTECCION DE LOS ARBOLES - PROHIBIDO
ENTRAR SHALL BE INSTALLED AT EVERY LINEAR INTERVAL OF 200'. TREE PROTECTION FENCING (TPF) SHALL BE
INSTALLED A MINIMUM OF 10 FEET FROM THE TRUNK OF ANY PROTECTED TREE OR DRIP LINE, WHICHEVER IS
ry
GREATER FOR ANY. TREE GREATER THAN 10 INCHES DBH, THIS DISTANCE SHALL BE INCREASED I FOOT FOR
Date: 08/04/2023
EVERY I INCH DBH TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL A FINAL CERTIFICATE OF Scale: I" = 60'
OCCUPANCY HAS BEEN ISSUED, UNLESS EXPRESSLY EXEMPTED BY THE PLANNING DIRECTOR. IF THE TPF IS NOT
RE,,IAN LAPINi —Dr.-. El, T.h..k.d By:
N KI
A�SAVANNAI­IiLA PLACED 10' FROM THE TREE OR DRIP LINE, THE FIRST 10' OF THE PROTECTED AREA WUL NOT COUNT TOWARDS
TREE COVERAGE AREA [SEC. 7.1(1)(5)(.)l ONCE TREE PROTECTION FENCE HAS BEEN INSTALLED, PLEASE
T�E�M i i 14788,�PG,1462 JLB JDW
-i CONTACT ALISON JONES AT 919 773 4429 (AJONESWARNERNC.GOV) TO SCHEDULE AN INSPECTION.
Project Number:
9. IF RETAINING WALL IS GREATER THAN 4 FEET IN HEIGHT, CONTRACTOR WUL BE RESPONSIBLE FOR OBTAINING A GRAPHIC SCALE ------- SEPARATE BUILDING PERMIT. 0 30 0 lia-0011-515
19
II
10. AT THE CONCLUSION OF THE PROJECT ALL SCMS INSTALLED ON -SITE MUST BE CERTIFIED BY A DESIGN —
PROFESSIONAL AND THE TOWN 0 GARNER ENGINEERING DEPARTMENT MUST RECEIVE ALL AS -BUILT DRAWINGS Dr..i.g Number:
PRIOR TO RECEIVING THE CERTIFICATE OF OCCUPANCY.
1 inch 60 feet
11. TREE PROTECTION FENCE AND SILT FENCE CANNOT SHARE THE SAME POLE.
it 6/15

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Sketch Map provided for illustrative purposes
and preliminary planning only. Not intended to
be relied upon for exact location, dimension, or '
orientation. All findings and assessments are
~ ' \�■ / / `\ l �� �1 subject to verification from the Army Corps of
Engineers, NC Division of Water Resources,
and/or other appropriate local authorities. Do \)
■ , 01 confirmed under not reproduce map set except in its entirety.
A4D SAW 2019-00226 1 : ( I 1
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Impact Summary Table
Impact
Feature
Type
Duration
Ac
LF
Reason
S1
CH 100
Perennial
Permanent
0.007
94
Road Crossing
S2
CH 100 Int
Intermittent
Permanent
0.003
50
Road Crossing
S3
CH 200
Intemittent
Permanent
0.001
19
Road Crossing
S4
CH 100
Perennial
Temporary
0.001
20
Pump Around
S5
CH 100
Perennial
Temporary
0.004
42
Trenching
S6
CH 100
Perennial
Temporary
0.001
20
Pump Around
S7
CH 500
Perennial
Temporary
0.003
45
Trenching
S8
CH 500
Perennial
Temporary
0.001
20
Pump Around
S9
CH 100
Perennial
Temporary
0.002
33
Trenching
S10
CH 100
Perennial
Temporary
0.001
20
Pump Around
W1
WL 2000
Wetland
Permanent
0.006
N/A
Sewer
W2
WL 1000
Wetland
Permanent
0.014
N/A
Sewer
W3
WL 1600
Wetland
Permanent
0.006
N/A
Sewer
Isolated
01
Pond 1
Permanent
0.175
Grading
Impoundment

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Zone 1: 1915 Sq Ft
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GRAPHIC SCALE
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Zone 1: 0 Sq Ft
Zone 2: 611 So Ft
Buffer Impact B11
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Zone 1: 9019 Sq Ft
Zone 2: 9440 Sa Ft
Buffer Impact B12
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Zone 1 (Sq Ft)
Zone 2 (Sq Ft)
Reason
Mitigation (Sq Ft)
131
894
4428
Sewer Parallel
894
B2
2491
1551
Perpendicular Sewer Crossing
2491
B3
4036
3350
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0
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0
351
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0
332
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0
1041
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0
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370
Grading
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1323
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B9
1915
1252
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1915
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0
611
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0
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9440
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9019
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3301
1224
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3301
B13
0
478
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0
B14
0
430
Grading
0

EXAMPLE OF PUMP -AROUND OPERATION
NOTES:
1) All excavation shall be performed in only dry or isolated
areas of the work zone.
2) Impervious dikes are to be used to isolate work from
stream flow when necessary.
3) Maintenance of stream flow operations shall be incidental
to the work. This includes polyethylene sheeting, diversion
pipes, pumps and hoses.
4) Pumps and hoses shall be of sufficient size to dewater
the work area.
pliwAff `w L
�ttb
W��� -■ •
Silt Bag
IMPERVIOUS DIKE
(SEE PROJECT SPECIAL PROVISIONS)
TEMPORARY
FLEXIBLE HOSE
Siff Bag
1 DEWATERING PUMP
1
1
1
1
1 EXISTING STREAM
� CHANNEL
I
I
CULVERT
1
I
1
ow
PUMPAROUND
TOP OF BANK
SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA
1. INSTALL SPECIAL STILLING BASIN(S).
2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
OPERATIONS FOR STREAM DIVERSION.
4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING
APPARATUS. DEWATER ENTRAPPED AREA.AREA TO BE DEWATERED SHALL
BE EQUAL TO ONE DAY'S WORK.
5. INSTALL CULVERT(S) IN ACCORDANCE WITH THE PLANS.
6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL
OF IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES, PUMPS, AND
TEMPORARY FLEXIBLE HOSE. (DOWNSTREAM IMPERVIOUS DIKES FIRST).
7. REMOVE SPECIAL STILLING BASIN(S) AND BACKFILL. STABILIZE DISTURBED AREA
WITH SEED AND MULCH.
IMPERVIOUS DIKE
Project Name: Wilmington Road Industrial
Location: 4434 Wilmington Road Garner, NC 27529
For: Wilmington Industrial Partners LLC Attn: John Core
Coordinates: 35.719092,-78.592050 Date: October 09, 2023

luatic Resources Sketch Ma
1Detail 1: Paae 31
Legend
O P] D Review Area
o Streets
Wake Co. Parcels
Contours: 2 Ft
Delineation
Perennial
Intermittent
Wetland
Pond
Project Name: Wilmington Road
C Location: 4434 Wilmington Road Garner, NC 27529
#FCNMENTAL For: Wilmington Industrial Partners LLC Attn: John Core
Page 1 of 6 Figure: 1a Coordinates: 35.7190921,-78.59205011
Sketch Map provided for illustrative purposes and preliminary
planning only. Not intended to be relied upon for exact location,
dimension, or orientation. All findings and assessments are
subject to verification from the Army Corps of Engineers, NC
Division of Water Resources, and/or other appropriate local
authorities. Do not reproduce map set except in its entiretv.
Date: May 25, 2023
0 150 300 450 600 Ft
Drawn By: JTS
9 n
m A
Checked By: AMSTM.M�
n. 9/80 PWS W

Project Name: Wilmington Road
Location: 4434 Wilmington Road Garner, NC 27529 1
For: Wilmington Industrial Partners LLC Attn: John Core
Page 2 of 6 Figure: lb Coordinates: 35.7190920,-78.5920500 Date: May 25, 2023

uatic Resources Sketch Ma
Potential Non Wetland
CH 300: - 1842 LF, 0.261 Ac
Legend
O PJ D Review Area
o Streets
O Wake Co. Parcels
Contours, 2 Ft
Delineation
Perennial
Intermittent
Wetland
Pond
' 1 \
Potential Wetland
WL 3000: - 0.021 E
Potential Wetland
WL 1000: - 0.014 Ac
Potential Non Wetland
CH 100: - 2046, 0.154 Ac
Potential Wetland
WL 1200: - 0.002 Ac
I
Potential Wetland
W L 1100: - 0.002 Ac
Potential Wetland
WL 1300: -0.002 AcIl
Potential Non Wetland
CH 2O0: - 84 LF, 0.004,
Potential Non Wetland
CH 100 Int: - 50 LF, 0.003 Ac
Potential Wetland
WL 1500: - 0.143 /
1 \\
Potential Wetland
12000: - 0.007 Ac
0 50 100 150 200 Ft
Project Name: Wilmington Road
C Location: 4434 Wilmington Road Garner, NC 27529
€RoNMENTAL For: Wilmington Industrial Partners LLC Attn: John Core
Page 3 of 6 Detail 1 Figure: 1c Coordinates: 35.7190920,-78.5920501 Date: May 25, 2023

uatic Resources Sketch Ma
Legend
O PJD Review Area
o Streets
0 Wake Co. Parcels
Contours, 2 Ft
Delineation
f Perennial
Intermittent
Wetland
Pond
Potential Wetland
WL 1600: — 0.006 Ac
CH 100 Continued
IPotential Wetland I
WL 1400: — 0.080 Ac
rro 50 100 150 200 Ft
Project Name: Wilmington Road
C Location: 4434 Wilmington Road Garner, NC 27529
77k16ONIVIENTAL For: Wilmington Industrial Partners LLC Attn: John Core
Page 4 of 6 Detail 2 Figure: 1d Coordinates: 35.7190921,-78.59205011 Date: May 25, 2023

Aquatic Resources Sketch Map
AJD Issued under —
SAW-2019-00226 —
Issued: 04/09/2020
Expires: 04/08/2025
Legend
O PJD Review Area Pond Constructed in Uplands
Streets \
0 Wake Co. Parcels 1
Contours, 2 Ft
Delineation
Perennial FIT
Intermittent
Wetland Pond 0 25 50 75 100 Ft
C
7'7V160NIVIENTAL
Page 5 of 6 Detail 3 Figure: le
Project Name: Wilmington Road
Location: 4434 Wilmington Road Garner, NC 27529
For: Wilmington Industrial Partners LLC Attn: John Core
Coordinates: 35.7190921,-78.592050°
Date: May 25, 2023

uatic Resources Sketch Ma
ICH 300 Continuedl
Potential Non Wetland // �1
CH 400: - 39 LF, 0.005 Ac Potential Wetland
WL 3100: - 0.003 Ac Potential Non Wetland
\ CH 500: - 1278 LF, 0.090 Ac
Potential Non Wetland I I I
CH 700: - 799 LF, 0.063 Ac
Potential Wetland I
WL 5000: - 0.313 Ac
Legend
O PJD Review Area
o Streets
0 Wake Co. Parcels
Contours, 2 Ft
Delineation
f Perennial
Intermittent Potential No Wetland
Wetland CH 300 Continued CH 600: - 101 LF, 0.006 Ac
0 75 150 225 300 Ft
Pond
Project Name: Wilmington Road
C Location: 4434 Wilmington Road Garner, NC 27529
7'7k16ONlVlENTAL For: Wilmington Industrial Partners LLC Attn: John Core
Page 6 of 6 Detail 4 Figure: if Coordinates: 35.7190920,-78.5920500 Date: May 25, 2023

Jennifer Robertson
From:
Sent:
To:
Cc:
Subject:
Attachments:
All,
Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Wednesday, July 5, 2023 7:45 AM
Jacob Sinclair
Jennifer Robertson; Austin Baggarley
Delineation Concurrence: 4434 Wilmington Road, Garner, Wake County;
SAW-2023-00044
2023-00044 Delineation Map.pdf
The updated map for the above referenced site (SAW-2023-00044) appears to reflect the delineation of aquatic
resources revised and verified during our site visit on 5/24/2023.
By copy of this e-mail, we are confirming that the aquatic resources delineation has been verified by the Corps to be
sufficiently accurate and reliable for permitting actions and the determination of compensatory mitigation
requirements. The boundaries of these aquatic resources are shown on the attached delineation map labeled "Aquatic
Resources Sketch Map" (Figures la -If, Pages 1-6), dated 5/25/2023. Note that the area covered by this delineation
concurrence is the area within the red -outlined "PJD Review Area", and does not include the area within the yellow -
outlined "AJD Review Area", which is covered by an Approved Jurisdictional Determination issued under a separate
Action ID (SAW-2019-00226, expires 4/8/2025).
Regulatory Guidance Letter (RGL) 16-01 provides guidance for Jurisdictional Determinations (JDs) and states "The Corps
generally does not issue a JD of any type where no JD has been requested". At this time we are only verifying the
delineation. This delineation may be relied upon for use in the permit evaluation process, including determining
compensatory mitigation. This delineation verification is not an Approved Jurisdictional Determination (AJD) and is not
an appealable action under the Regulatory Program Administrative Appeal Process (33 CFR Part 331). However, you may
request an AJD, which is an appealable action.
If you wish to receive a Preliminary Jurisdictional Determination (PJD), or an AJD please respond accordingly, otherwise
nothing further is required and we will not provide any additional documentation pertaining to this delineation.
Sincerely,
Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Mobile: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: https://regulatory.ops.usace.army.mil/customer-service-survey/
Thank you for taking the time to visit this site and complete the survey.

From: Jacob Sinclair <[e-mail]>
Sent: Thursday, May 25, 2023 2:06 PM
To: Bailey, David E CIV USARMY CESAW (USA)<[e-mail]>
Cc: Jennifer Robertson <[e-mail]>; Austin Baggarley <[e-mail]>
Subject: [Non-DoD Source] Wilmington Road SAW-2023-00044
David,
As we discussed yesterday, I have included the revised Aquatic Resources Sketch Map, the PJD form, and the ORM
Upload Form. Please let me know if the way I labeled the existing AJD area is acceptable.
Thank you,
Jacob Sinclair, P.G., PWS
Senior Environmental Specialist
Atlas Environmental Inc.
P.O. Box 17323
Asheville NC 28806
Phone: [phone]
(751RONMENTAL

DocuSign Envelope ID: ECFFADDF- Liu DC-4D6A-817A-33DEC3F27D1^
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. R0GER5, JR.
Director
John Core
Wilmington Industrial Partners, LLC
Via email: [e-mail]
NORTH CAROLINA
,Environmental Quality
March 7, 2023
Subject: Buffer Determination Letter
NBRRO # 23-006
Wake County
Determination Type
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 2B .0714)
❑ Tar -Pamlico (15A NCAC 2B .0734)
❑ Intermittent/Perennial Determination (where local
buffer ordinances apply)
❑ Jordan (15A NCAC 2B .0267) (governmental
and/or interjurisdictional projects)
Project Name: Wilmington Road Industrial
Address/Location: 4344 Wilmington Road, Garner, NC 27529
Stream(s): UTs to Walnut Creek
Determination Date: 02/21/2023
Staff: Tyler Clark
Feature
E/I/P(')
Not c2>
Subject
Subject
Start @
Stop @
Soil
Survey
USGS
To o
100
P
X
Property boundary
Flows into Feature
X
X
300
300
P
X
Throughout property boundary
X
X
500
P
X
Property boundary
Flows into Feature
X
X
700
P
X
Property boundary
Flows into Feature
X
300
Pondl
N/A
X
X
(1) E = Ephemeral, I = Intermittent, P = Perennial, NP = Not Present, N/A=Not Applicable
(2) Refers to State riparian buffer rules only. Stream, wetland, or pond impacts are still subject to applicable water
quality standards and permitting requirements.
Explanation: The stream(s)/pond(s) listed above has been located on the most recent published NRCS Soil Survey
of Wake County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1: 24,000 scale.
Each feature that is checked "Not Subject" has been determined to not be an intermittent stream, perennial stream, a
pond connected to a stream feature, or the feature is determined not to be present. Stream features that are checked
"Subject" have been located on the property and possess characteristics that qualify them to be subject to the buffer

DocuSign Envelope ID: ECFFADDF-D6DC-4D6A-817A-33DEC3F27D1C
6101 Watkins Road
Wendell, NC 27591
Wake County
2/23/2023
Page 2 of 2
rules. There may be other streams located on the property that are not depicted on the maps referenced above and
are therefore not subject to the buffer rules. However, if the stream features are present on the tract they are subject
to all other applicable North Carolina stream standards and permitting requirements as outlined in 15A NCAC 02B,
and may be considered jurisdictional according to the US Army Corps of Engineers.
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: DWR — 401 & Buffer
Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. If sending via delivery service (UPS,
FedEx, etc.): Paul Wojoski; DWR — 401 & Buffer Permitting Unit, 512 N. Salisbury Street; Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, an appeal is requested within sixty (60)
days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Tyler Clark at [phone].
Sincerely,
Ipacu5igned 6y;
Urnu,ssa -e.
B2916RA632144F...
Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: Laserfiche
North Carolina Department of Environmental Quality I Division of Water Resources I Raleigh Regional Office
3800 Barrett Drive 11628 Mail Service Center I Raleigh, North Carolina 27699-1628
919.791.4200

DocuSign Envelope ID: ECFFADDF-D6DC-4D6A-817A-33DEC3F27D1C
4434 Wilmington Street, Garner, NC
Wake County, NC-DWR Project # 23-006
.AlAo An
0 —
Feature 300—S
j�
k�Jtid
!M AM dk&
NRCS Soil Survey Sheet " I TZ
�
Wake Co NC 1976 � y :: Locations are approximate
_ -:� and are provided for refer -
Legend: ence only
-Proposed project boundary

DocuSign Envelope ID: ECFFADDF-D6DC-4D6A-817A-33DEC3F27D1C
4434 Wilmington Street, Garner, NC
Wake County, NC-DWR Project # 23-006
USGS Topographical Map
Lake Wheeller Quadrangle 2019 . :: Locations are approximate
Legend: and are provided for refer-
Y ence only
-proposed Project boundary r

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary D. Reid Wilson
November 21, 2022
Layla Tallent
Atlas Environmental, Inc.
338 South Sharon Amity Road #411
Charlotte, NC 2811
Office of Archives and History
Deputy Secretary, Darin J. Waters, Ph.D.
ltallent(&atlasenvi.com
Re: Construct industrial development, 4434 Wilmington Road, Garner, Wake County, ER 22-2580
Dear Ms. Tallent:
Thank you for your letter of October 19, 2022, concerning the above -referenced undertaking. We have
reviewed the submittal and offer the following comments.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579
or environmental.review&ncdcr.gov. In all future communication concerning this project, please cite the
above referenced tracking number.
Sincerely,
(2_� �aoLa-�O4�
Ramona Bartos, Deputy
State Historic Preservation Officer
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6898

S�eNT OF its
QpP HF� E7rf[ H 'Lm""
United States Department of the Interior
.9 FISH AND WILDLIFE SERVICE
EACH 3. t9 ,
Raleigh Field Office
P.O. Box 33726
Raleigh, NC 27636-3726
Date:
19 October 2022
Self -Certification Letter
ProjectNameWilmington Road
Dear Applicant:
Thank you for using the U.S. Fish and Wildlife Service (Service) Raleigh Ecological
Services online project review process. By printing this letter in conjunction with your
project review package, you are certifying that you have completed the online project
review process for the project named above in accordance with all instructions
provided, using the best available information to reach your conclusions. This letter,
and the enclosed project review package, completes the review of your project in
accordance with the Endangered Species Act of 1973 (16 U.S.C. 1531-1544, 87 Stat.
884), as amended (ESA), and the Bald and Golden Eagle Protection Act (16 U.S.C.
668-668c, 54 Stat. 250), as amended (Eagle Act). This letter also provides
information for your project review under the National Environmental Policy Act of
1969 (P.L. 91-190, 42 U.S.C. 4321-4347, 83 Stat. 852), as amended. A copy of this
letter and the project review package must be submitted to this office for this
certification to be valid. This letter and the project review package will be maintained
in our records.
The species conclusions table in the enclosed project review package summarizes
your ESA and Eagle Act conclusions. Based on your analysis, mark all the
determinations that apply:
❑"no effect" determinations for proposed/listed species and/or
✓ proposed/designated critical habitat; and/or
❑ "may affect, not likely to adversely affect" determinations for proposed/listed
species and/or proposed/designated critical habitat; and/or
❑ "may affect, likely to adversely affect" determination for the Northern long-
eared bat (Myotis septentrionalis) and relying on the findings of the January 5,
2016, Programmatic Biological Opinion for the Final 4(d) Rule on the
Northern long-eared bat;
❑✓ "no Eagle Act permit required" determinations for eagles.

Applicant Page 2
We certify that use of the online project review process in strict accordance with the
instructions provided as documented in the enclosed project review package results in
reaching the appropriate determinations. Therefore, we concur with the "no effect" or
"not likely to adversely affect" determinations for proposed and listed species and
proposed and designated critical habitat; the "may affect" determination for Northern
long-eared bat; and/or the "no Eagle Act permit required" determinations for eagles.
Additional coordination with this office is not needed. Candidate species are not
legally protected pursuant to the ESA. However, the Service encourages consideration
of these species by avoiding adverse impacts to them. Please contact this office for
additional coordination if your project action area contains candidate species.
Should project plans change or if additional information on the distribution of
proposed or listed species, proposed or designated critical habitat, or bald eagles
becomes available, this determination may be reconsidered. This certification letter is
valid for 1 year. Information about the online project review process including
instructions, species information, and other information regarding project reviews
within North Carolina is available at our website http://www.fws.gov. If you have any
questions, you can write to us at [e-mail] or please contact Leigh Mann of
this office at 919-856-4520, ext. 10.
Sincerely,
/s/Pete Benjamin
Pete Benjamin
Field Supervisor
Raleigh Ecological Services
Enclosures - project review package

fires
Statement of Availability - Neuse 03020201 (Outside Falls)
EBX-Neuse I, LLC and Environmental Banc and Exchange (EBX)
Riparian Buffer Mitigation Banks
October 16, 2023
Mr. John Core
Wilmington Industrial Partners LLC
500 East Morehead Street
Suite 200
Charlotte, NC 28202
Re: Wilmington Road Industrial project
This Statement of Availability confirms that Wilmington Industrial Partners LLC for the Wilmington Road Industrial
project has expressed an interest to utilize 52,860.00 Square Feet of Riparian Buffer Mitigation Credits from one of the
following banks, EBX-Neuse 1, LLC Neuse Riparian Buffer Umbrella Mitigation Bank, RES Neuse Buffer and Nutrient Offset
Umbrella Mitigation Bank, RES Poplar Creek Buffer & Nutrient Offset Umbrella Mitigation Bank, EBX Upper Neuse Riparian
Buffer Umbrella Mitigation Bank, RES 2021 Neuse Umbrella Mitigation Bank, or RES 2022 Phase 11 Umbrella Mitigation Bank.
As the official Bank Sponsors, EBX-Neuse I, LLC and Environmental Banc & Exchange, LLC, confirms that the required
amount of mitigation credits is currently available at one or more of the mitigation bank parcels listed below, each of
which are located in HUC 3020201.
BANK PARCEL
BANK SPONSOR
DWR PROJECT #
Bucher
EBX-Neuse I, LLC
2016-0977v2
Selma Mil
EBX-Neuse I, LLC
2014-0705v2
Hannah Bridge
EBX-Neuse I, LLC
2017-0537v2
Meadow Spring
EBX-Neuse I, LLC
2016-0980v2
Polecat
EBX-Neuse I, LLC
2016-0978v2
Stone Creek
EBX-Neuse I, LLC
2016-0241v2
Poplar Creek
EBX-Neuse I, LLC
2016-0979v2
Uzzle
EBX-Neuse I, LLC
2016-0981v2
Shady Grove
Environmental Banc & Exchange, LLC
2020-1091v2
Wolf King
Environmental Banc & Exchange, LLC
2020-1149v2
Thunder Swamp II
Environmental Banc & Exchange, LLC
2021-0306v2
Caraway Bluff II
Environmental Banc & Exchange, LLC
2014-0820v6
Mitigation credits are not considered secured with this SOA, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until credits have been reserved or purchased. Invoices reserve credits and per -credit
pricing for a period of 30 days. Credits and pricing may be reserved for an extended period by signing a reservation
agreement and paying a 10% deposit.
Once payment has been received in full, the Mitigation Credit Transfer Certificate will be issued within three (3) days by
the Sponsor acknowledging that the Applicant has fully secured credits from the bank and the Sponsor has accepted full
responsibility for the mitigation obligation requiring the credits/units. A copy of the Mitigation Transfer Certificate,
Compensatory Mitigation Responsibility Acceptance Form, and a documented copy of the debit of credits from the Official
1

fires
Bank Credit Ledger(s), indicating the permit number and the resource type secured by the applicant will also be sent to
the regulatory agencies showing the proper documentation.
Thank you for allowing us to assist with your project. Please contact me at 919-209-1055 [e-mail] if you have any
questions or need any additional information.
Thank you!
Amy Staley
Credit Sales Manager
Bank Sponsors — EBX-Neuse I, LLC and Environmental Banc & Exchange (EBX)
CC:
Katie Merritt, Nutrient Offset & Buffer Banking Coordinator, NCDEQ Division of Water Resources
Tyler Clark, DWR