20180185 Ver 2_ePCN Application_20221222

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process?*
Yes
No
Is this project a public transportation project?*
Yes No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
10/30/2022
BIMS # Assigned* Version#*
20180185 1
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
What amout is owed?*
$240.00
$570.00
Reviewing Office* Select Project Reviewer*
Wilmington Regional Office - [phone] Holley Snider:eads\hasnider:[e-mail]
Information for Initial Review
la. Name of project:
CenterPoint
la. Who is the Primary Contact?*
Kim Williams - Davey Resource Group, Inc.
lb. Primary Contact Email:* lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
12/22/2022
Nearest Body of Water
Bradley Creek
Basin
White Oak
Water Classification
SC; HOW
Site Coordinates
Latitude:
34.231406
A. Processing Information
County (or Counties) where the project is located:
New Hanover
Is this a NCDMS Project
Yes No
Is this project a public transportation project? *
Yes No
Longitude:
-77.831297

la. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
Please provide the date of the previous submission.*
3/18/2019
1 b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 39 - Commercial/Institutional Developments
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
11. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes
401 Water Quality Certification - Express
Riparian Buffer Authorization
No Unknown
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
ld. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
Centerpoint Partners of Wilmington
2b. Deed book and page no.:
2c. Contact Person:
Alan McMahon
Yes No
Yes No

2d. Address
Street Address
320 Broad Street; Suite 600
Address Line 2
City
Charleston
Postal / Zip Code
29401
2e. Telephone Number:
[phone]
2g. Email Address: *
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Kim Williams
4b. Business Name:
Davey Resource Group, Inc.
4c. Address
Street Address
3805 Wrightsville Avenue; Suite 15
Address Line 2
City
Wilmington
Postal / Zip Code
28403
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
SC
Country
USA
2f. Fax Number:
State / Province / Region
NC
Country
USA
4e. Fax Number:
[phone]
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Wilmington
2. Project Identification
2a. Property Identification Number:
R05600-001-004-000, R05600-001-001-000
2c. Project Address
Street Address
Eastwood Road
Address Line 2
City
Wilmington
Postal / Zip Code
28405
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Bradley Creek
3b. Water Resources Classification of nearest receiving water: *
SC; HQW
3c. What river basin(s) is your project located in?*
2b. Property size:
23.1
State / Province / Region
NC
Country
USA
White Oak

3d. Please provide the 12-digit HUC in which the project is located.
030203020502
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The tract is currently under construction and most of the site is cleared and graded. A NCDOT right of way is located in the southeastern part of the site. A stream runs through the center
of the site and a small fringe of wetlands is located adjacent to the stream in the western part of the site. Two temporary roads/culverts currently cross the stream to provide access to
equipment working on the site. One of the culverts was installed by NCDOT and is located in their ROW and the other was installed by the applicant. Adjacent land use is mostly
commercial, with some residential.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
NWP 39 (Action ID# SAW-2017-01860) and 401 WQC (DWR Project No. 2018-0185) were issued in 2019 that authorized permanent impacts to 0.28 acre of 404 wetlands and 0.02 acre
of open water impacts and temporary impacts to 460 LF of stream & 0.006 acre of open water. Additionally, isolated wetland impacts were proposed (under reporting thresholds).
Permanent wetland and open water impacts have been installed. Temporary impacts related to the installation of bottomless culverts have not occurred yet.
4f. List the total estimated acreage of all existing wetlands on the property:
— 0.1 ac
4g. List the total estimated linear feet of all existing streams on the property:
1,664 LF
4h. Explain the purpose of the proposed project: *
The purpose of the proposed project is to construct a mixed -use development that will contain office, retail, hotel, restaurants, and residential development to serve this section of
Wilmington. This site is one of the last undeveloped tracts in the area and has access to both Eastwood Road and Military Cutoff Road. It is surrounded by development. 404 and isolated
wetland impacts were needed to construct the proposed buildings. These impacts have been installed. Temporary impacts to a section of the stream are required to install a bottomless
culvert. The bottomless culvert is needed for access throughout the site. A portion of an existing incised stream will also be enhanced by pulling steep banks back and planting them to
provide a stable, vegetated buffer.
The proposed development will include a mix of uses with multiple walking trails to encourage pedestrian access and utilization. The section of the stream to be enhanced will be located
within the middle of the site and is an aesthetic feature of this development. Additionally, because pedestrians will utilize the various walkways and paths, wider bank slopes will improve its
safety. The applicant proposes planting various obligate plants including soft rush, bull rush, lizard tail, cardinal flower and duck potato along the banks, which will improve both its
aesthetics and stabilization.
Note that the proposed site plan is slightly different than what was previously authorized. The proposed culvert is now longer (395 LF). A longer culvert is needed to provide enough room
for tie -back grading along Centerpoint Drive to the existing stream and for the existing NCDOT drainage easement connection.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
This mixed -use project will contain a total of 612,092 sf of development (121,100 sf of retail and restaurant space, 102,300 sf of office space, 351 residential units, and 220 keys of hotel
development). The project will also contain 449 surface and on -street parking spaces as well as two parking decks, stormwater facilities, access roads, and two elevated pedestrian
walkways. One 395 LF long bottomless culvert will be installed across a stream. An additional 25 LF long bottomless culvert will be installed across a jurisdictional ditch to provide
connection to the existing Mayfaire development. Two existing driveways that cross the stream will be removed. Finally, a portion of an existing incised stream will be enhanced by
regrading steep banks and planting them to provide a stable, woody buffer. The stream enhancement work will temporarily impact 44 LF of channel. The site will be graded and the stream
will be enhanced as proposed. Utilities will then be installed. Culverts will be installed and then the access roads will be constructed. Finally, buildings will be constructed. Track hoe,
loader, dump truck, bob cat, and other standard construction equipment will be used.
The site plan also depicts the extension of Drysdale Drive between Military Cutoff Rd and Eastwood Road. The construction of this road and its associated stream impacts will be the
responsibility of NCDOT and is completely independent of the CenterPoint Development. NCDOT has obtained Section 404/401 permits to impact this portion of the stream and a portion
of the wetland pocket within the ROW.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes
Comments:
No Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
SAW-2017-01860
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Paul Farley
Davey Resource Group, Inc.
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
Kyle Dahl with the USAGE issued the JD for the site on 9/6/2017 (Action ID# SAW-2017-01860). Chad Coburn with DWR has also confirmed the channel that runs through the site is a
perennial stream. The JD recently expired. DRG personnel reevaluated the site and attached are data forms and an updated wetland map. Wetlands and a jurisdictional ditch have been
filled in accordance with the previously issued NWP and 401 WQC.
6. Future Project Plans

6a. Is this a phased project?*
Yes No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries
Open Waters Pond Construction
3. Stream Impacts
Buffers
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
si
Bottomless Culvert
Installation
Temporary
Workpad/Causeway
UT of Bradley Creek
Perennial
Both
10
Average (feet)
395
(linear feet)
S2
Enhancement
Temporary
Bank Stabilization
UT of Bradley Creek
Perennial
Both
10
Average (feet)
44
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
0
3i. Total stream and ditch impacts:
439
3i. Total temporary stream impacts:
439
3j. Comments:
Impacts to 0.28 acre of freshwater 404 wetlands and 0.1 acre of isolated wetlands have already occurred on site, in accordance with previously issued
Section 404/401 permits.
4. Open Water Impacts
4a. Site #
4a1. Impact Reason
4b. Impact type
4c. Name of waterbody
4d. Activity type
4e. Waterbody type
4f. Impact area
OW1
Road Crossing
T
N/A
Other
Ditch
0.01
4g. Total temporary open water Impacts:
0.01
4g. Total open water impacts:
0.01
4g. Total permanent open water impacts:
0.00
4h. Comments:
Impacts to 0.02 acre of open water jurisdictional ditch have already occurred on site, in accordance with previously issued Section 404/401 permits.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The 404 and isolated wetland impacts were needed to construct the proposed buildings on site. These pockets are located in the middle of the site, and
avoidance was not possible while still maintaining an economically viable project. During the original permitting process, the site plan was revised so that
the wetlands located adjacent to the stream were avoided. Because the jurisdictional ditch extends into the property and usable uplands, it could not be
avoided without losing a significant amount of parking and/or a building, which would make the project economically infeasible. All stream impacts will be
temporary. Bottomless culverts will be utilized in two locations across the stream and an RPW to avoid permanent impacts to these resources. Two
driveway culverts were removed and two elevated pedestrian crossings will also be installed. Additionally, a 50' stream buffer will be added per City
requirements.
The impacts associated with enhancing the stream will be temporary. The current stream is deeply incised and the applicant proposes to reshape the
stream banks in one section to provide more stable banks. Existing vegetation adjacent to the stream consists predominantly of pines, sweetgum, and
maples that are growing on top of spoil that was excavated from the channel years ago and placed along the bank edges. The spoil material raised the
elevation of the banks to near -vertical conditions at various locations. This has caused the stream banks to erode in many places, which is undermining
the vegetation that buffers it. Creating a gentle slope would decrease the erosion and encourage the growth of flowering herbaceous plants along it
since more sunlight will filter through. The applicant evaluated whether the existing vegetated buffer could be retained, but this would require the
applicant to work inside the channel to restore stable, gentle slopes. This would reduce the size of the channel and possibly restrict flow. Because of the
amount of stormwater that this channel receives, this is not considered a viable altemative.
Finally, the applicant purchased wetland credits from the Northeast Cape Fear Umbrella Mitigation Bank at a 2 to 1 mitigation to impact ratio for the 404
wetland impacts.

1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The applicant has obtained erosion control and stormwater permits. A bottomless culvert will be installed across the stream to avoid permanent impacts
to this resource.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes • No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The applicant purchased wetland mitigation credits to offset 404 wetland impacts, in accordance with previously issued Section 404/401 permits.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
If no, explain why:
The site is located in the Cape Fear River Basin.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program?
Yes No
N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
Local Government State
Local Government Stormwater Programs
Phase II NSW USMP Water Supply
Please identify which local government stormwater program you are using.
City of Wilmington
Comments:
A stormwater permit from the City of Wilmington has been obtained.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
Yes No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes No
3b. If you answered "no," provide a short narrative description.
This project will not provide access or utilities to adjacent undeveloped properties. Erosion control and stormwater permits have been obtained to protect
downstream waters.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No N/A

4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a
treatment plant, list the capacity available at that plant.
Wastewater generated by this project will tie into the local municipality.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The NC Natural Heritage Program website was used to determine the presence of federally -listed species. No federally listed species are known to
occur on the site. The Atlantic sturgeon, West Indian manatee, and American alligator are known to occur within a one -mile radius of the site, likely
within Bradley Creek, which is located about one mile south of the site. Additionally, the northern long-eared bat is known to occur within New Hanover
County. No roost trees are known to occur in the County. Most of the site has been cleared of vegetation. A small fringe of wooded wetlands exists in the
western part of the site. Some percussive activities associated with the construction of the elevated walkways and the parking decks may occur during
site development. No other impacts to federally -listed species are anticipated to occur from this project.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The NOAA Fisheries Essential Fish Habitat Mapper GIS program was used to determine the presence of Essential Fish Habitat. No EFH is known to
occur within or near the site.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The NC State Historic Preservation Office HPOWEB GIS mapping resource was used to determine the presence of cultural or historic resources. No
cultural or historical resources were noted within or adjacent to the site.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes No
8c. What source(s) did you use to make the floodplain determination?*
The FEMA Flood Map Service Center website was reviewed.
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Centerpoint Attachments.pdf 11.88MB
File must be PDF or KMZ
Comments
Signature

By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Kim Williams
Signature
Date
12/22/2022

DAVEY
Resource Group
TO: US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
December 20, 2022
NC Division of Water Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Centerpoint; New Hanover County, NC
NWP 39/401 WQC Application
Action ID# SAW-2017-01860 & DWR Project No. 2018-0185
To Whom It May Concern:
On behalf of Centerpoint Partners of Wilmington, Davey Resource Group is submitting a Pre -
Construction Notification form and associated attachments for the Centerpoint development located
off Eastwood Road in Wilmington, NC. The purpose of the project is to construct a mixed -use
development within this growing part of the County. The previous landowner obtained a NWP 39 and
401 WQC in 2019 for this project that authorized permanent & temporary impacts to wetlands, open
water, and streams. Permanent wetland and open water impacts have been installed. Temporary
impacts related to the installation of bottomless culverts and stream enhancement have not occurred
yet and, therefore, we are submitting a new application in order to complete these impacts. Note
that minor changes to the site plan have occurred since the previous permits were issued. The
proposed bottomless culvert is now longer and the stream enhancement section is shorter. But
overall temporary stream impacts are less than previously authorized.
To mitigate for the permanent 404 wetland impacts, the applicant purchased 0.6 acre of wetland
credits from the Northeast Cape Fear Umbrella Mitigation Bank.
If you have any questions, or would like to discuss the application, please do not hesitate to call.
Thank you for your assistance.
Sincerely,
Kim Williams
Environmental Scientist
Encl.
Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

CENTERPOINT
New Hanover County, NC
PCN Attachments
Table of Contents
1.0 AGENT AUTHORIZATION FORM
2.0 SITE MAPS
Figure 1. Vicinity Map
Figure 2. Topographic Map
Figure 3. Soils Map
Figure 4. Aerial Photograph
3.0 SITE PLAN DRAWINGS
G002. Wetland Impact Overall Map
Bottomless Culvert Detail Drawings
4.0 WETLAND INFORMATION
Previous JD
Existing Conditions Map & Photos
Data Forms
Signed Property Access Form
5.0 RARE SPECIES INFORMATION
NC Natural Heritage Program Letter
USFWS IPaC List
6.0 PREVIOUS PERMITS & MITIGATION INFORMATION
Section 404/401 Permits
Signed Mitigation Responsibility Transfer Form

1.0 AGENT AUTHORIZATION FORM

DAVEY
Resource Group
AGENT AUTHORIZATION FORM
TO WHOM IT MAY CONCERN:
I/we, the undersigned, hereby authorize Davey Resource Group, Inc. to act as our agent in the
preparation and representation of information related to the Section 404/401 permit application
for Centerpoint, located in Wilmington (New Hanover County). All questions regarding this
project should be directed to Davey Resource Group.
Sincerely,
ce,-t-0,- 6/14 Ak\-4.6 ei- LL4
Applicant
Print Name
Date
Phone: [phone] • Fax: [phone]
3805 Wrightsville Avenue, Suite 15 • Wilmington, NC 28403

2.0 SITE MAPS
Figure 1. Vicinity Map
Figure 2. Topographic Map
Figure 3. Soils Map
Figure 4. Aerial Photograph

I
11 Ogden
—r
°,ate
Kings PROJECT AREA
Grant
s
a
G
a
' A, M Country
0,_. s Clubof
= = 4rj Landfall
a
ti
Q
e -
i1 antlatt *III kg-
1-4'
1 _ University of
I' C -W it mi ngto n
a
a
K
a`
Y
te
WrightsvoNo Avu
Seagate Wrightsville
oreander Dr _' Beach
A
410
OL
B
x u0W
a a
4
U
Mtasonbofo
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri
Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c)
OpenStreetMap contributors, and the GIS User Community
N
Boundaries are approximate and not meant to be absolute. 0 0.5 1 2
Miles
Map Source: World Street Map
CenterPoint
New Hanover County, NC
November 2022
DRGNCW22.557
��v
©AEI E � t
Resource Group
3805 Wrightsville Avenue
Wilmington, NC 28403
[phone]
Figure 1.
Vicinity Map

CD ■
• .
.
i ■ ■ ■
■
•
• • •
■ ■
IS
milis
•
liC3
I
a j
■
. (
i
NI
■ ID NI
..-1.2. . i
4
��
i
.■■
..... .. 1..:40
046111M
.410
lb■
1.■;NSubstth
•
II
■
•
■ ■
■ ■ ■
Boundaries are approximate and not meant to be absolute.
Map Source: USGS Topographic Mosaic for New Hanover Co.
N
A 0
250 500 1,000
Feet
CenterPoint
New Hanover County, NC
November 2022
DRGNCW22.557
Figure 2.
Topographic Map
DAVEY_
Resource Group
3805 Wrightsville Avenue
Wilmington, NC 28403
[phone]

Kr
a
I
1
11
On
JO
Be -
�`�
5J
On
Se
/
__
Le
i
�r�°4.
I
_1 li
—
off
GZ On
d'ivant, + Le
;
__
—
Le
1.
d►Ysdate
To
---- -
�
Viking
b
_ o
a
Mu
ly
Wo
Mu
Esri
LEGEND
On: Onslow loamy fine sand
Se: Seagate fine sand
To: Torhunta loamy fine sand
Wo: Woodington fine sandy loam
9
r _ - Le
±HERE, Garmin, (c) OpenStreetMap contributors
Boundaries are approximate and not meant to be absolute.
Map Source: Gridded Soil Survey Geographic (gSSURGO)
Database for North Carolina. United States Department of
Agriculture, Natural Resources Conservation Service.
N
0 150 300 600
Feet
CenterPoint
New Hanover County, NC
November 2022
DRGNCW22.557
©AEI
Resource
3805
��v
E Y t
Group
Wrightsville Avenue
Wilmington, NC 28403
[phone]
Figure 3.
Soils Map

` ,ye
e S
,,
+
. 7= _?; EN- 77-7"*------- ',:-Filfi,r,' -ktio, ,l'h-rwl',1itifi : =-=:;11‘
„*� qCI r11 1 in,10I'l fil m irir' �- - _ t -- { -.5.
W r,Wa, 7,, 1 i
~
y n� e
/. 'Sb HyK yLY.�ynin�
r-•'lw 4' $-'�i:.-4
,(�'
riA 1�' i l
w t .•% i em• '.' y
3 1 , ky a^
am
V�� T.. y.
V ''✓r e�`�", ��' /
,,� �1r .f
Ali
,.40 t �' �'
16
Yl a a . .�' -,
`
i 0 �k a want D ...
`" ,
•. .. - •1^31`:. ..T' 'mow. §;.. ,
`�{�!I
`�17 ` j�.
n
+dui
"..A
8 i
.
Esri,
4
pp
fJ,.
/ I h
T.
Drysdale
--
¢_
Y
,�� > --- 44,
•
1R
•
rya mr
Y..a�16
,
1/,
7n4
�� _
'tom
Ga min (c3) Op StreetMap contributors
..n
A'r
Aa .sa . r+e"
r `
.. �•
'?d
i el
ahD
'gy PO' 3, 'i
f
y,
its
Boundaries are approximate and not meant to be absolute.
Map Source: 2020 NC OneMap Aerial
N
0
150 300 600
Feet
CenterPoint
New Hanover County, NC
November 2022
DRGNCW22.557
DAVEY
Resource Group
3805 Wrightsville Avenue
Wilmington, NC 28403
[phone]
Figure 4.
2020 Aerial Photo

3.0 SITE PLAN DRAWINGS
G002. Wetland Impact Overall Map
Bottomless Culvert Detail Drawings

\\ II
illy lit
II
PROPERTY
BOUNDARY
(TYP.)
OFFICE
BUILDING A
HOTEL
BUILDING D
PROPOSED
PEDESTRIAN
CONNECTION
INSTALLED
01 Impact:
0.02 ac
PARKING DECK A
INSTALLED
W1 Impact:
0.28 ac
NCDOT FUTURE
RIGHT OF WAY
CAMBRIDGE VILLAGE
OF WILMINGTON
MF-MH (CD)
50' STREAM
BUFFER
RETAIL
BUILDING L
PROPOSED
52 Impact: 44 LF (Temp)
for Stream Enhancement
PROPOSED
51 Impact: 395 LF (Temp)
for Bottomless Culvert
INSTALLED (portion in red)
W2 Impact: 0.05 ac
(Isolated)
(BY NCDOT)
Portion of Wetland Impact
in NCDOT ROW
Authorized Under NCDOT NWP
EASTPORT SUBDIVISION
(R-10)
•I I I I In I\ •
v�McKIM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
NC LIC. No. F-1222
www.mckimcreed.com
Land Management Group, Inc.
3805 Wrightsville Ave.
Wilmington, NC 28403
Phone: [phone]
J
55
COURTYARD
EXISTING
DRIVEWAY PIPE
TO BE REMOVED
8 IA/
CENTREPOINTE, LLC
1131-B MILITARY CUTOFF ROAD
WILMINGTON, NC 28405
J
LEGEND
INSTALLED
W1 Impact:
0.05 ac
(Isolated)
POOL
APARTMENT
emHMNGT s
RETAIL
NCDOT FUTURE
PERMANENT DRAINAGE
EASEMENT
RESTAURANT
OR RETAIL
BUILDING H
r�l
RESTAURANT
N" \SBOuR,HDE,Tpg
TEMPORARY
STREAM/WETLANDS
IMPACTS
ISOLATED WETLANDS
IMPACTS
PERMANENT WETLAND
IMPACTS
STREAM RESTORATION
MEASURES
MAYFAIRE TOWN
CENTER (MX)
PROPOSED
CONNECTION TO
PROPOSED
02 Impact: 0.006 ac
(Temp)
for Bottomless Culvert
MAYFAIR
RET IL
NCDOT FUTURE
RI
PERMANENT
DRAINAGE EASEMENT
CenterPoint
CITY OF WILMINGTON
NEW HANOVER COUNTY NORTH CAROLINA
WETLAND IMPACT OVERALL MAP
J
PROJECT USE DATA
CenterPoint
PROPOSED USE
MIXED USE
DEVELOPMENT
RESTAURANTS AND RETAIL
121,100 SF
OFFICE
102,300 SF
RESIDENTIAL
351 UNITS
HOTEL
220-KEYS
PARKING SUMMARY
SPACES PROVIDED
SURFACE PARKING & ON STREET SPACES (NON-ADA)
449
DECK 'A'
494
DECK'B'
420
BICYCLE
450
ADA
17
TOTAL
1,830
SITE DATA TABLE
PARCEL ADDRESS
1531 & 1541 EASTWOOD ROAD
BUILDING SETBACKS
REQUIRED
PROPOSED
FRONT
5-10 FT
5-10 FT
REAR
5 FT
5 FT
SIDE (INTERIOR)
5 FT
5 FT
TAX PARCEL IDENTIFICATION NUMBER:
R05600-001-001-000
R05600-001-004-000
ZONING:
UMX (CD)
TOTAL BUILT UPON AREA (BUA)
14.05 ACRES (612,092 SF)
TOTAL BUA (%)
71.85 %
STREAM IMPACTS
TEMPORARY STREAM IMPACTS (CULVERT INSTALLATION)
395 LF
STREAM RESTORATION / ENHANCEMENT
44 LF
DATE:
MCE PROJ. $
DRAWN
DESIGNED
CHECKED
12/142022
1421-0012
EEM/RMS
EEM/RMS
RMC
PROJ. MGR.
KCBE
SCALE
HORIZONTAL
AS NOTED
WA
NULIBERN
G-002
NAME NUMBER
2
sTATus: WETLANDS PLAN REVEM
NOT FOR CONSTRUCTION 12'22 j
GRAPHIC SCALE
300

I - GENERAL
1.0 STANDARDS AND DEFINITIONS
C:IUSERS\MIKE JAMBOR\ONEDRIVE- THE OUIKRETE COMPANIES \NC ESTIMATES/CENTER POINTE\728138-010-PROP DWG 11/22/2022 11:04 AM
1 1 STANDARDS - ALL STANDARDS REFER TO LATEST EDITION UNLESS OTHERWISE NOTED.
1.1.1 ASTM B-864 "STANDARD SPECIFICATION FOR CORRUGATED ALUMINUM BOX CULVERTS"
(AASHTO DESIGNATION M-219)
1 .1 2 AASHTO STANDARD SPECIFICATION FOR HIGHWAY BRIDGES - SECTION 12 DIVISION I -
DESIGN.
1.1.3 AASHTO STANDARD SPECIFICATION FOR HIGHWAY BRIDGES - SECTION 26DIVISION II -
CONSTRUCTION.
1.2 DEFINITIONS
1.2 1 OWNER - IN THESE SPECIFICATIONS THE WORD "OWNER" SHALL MEAN OWNER
1 2.2 ENGINEER - IN THESE SPECIFICATIONS THE WORD "ENGINEER" SHALL MEAN THE
ENGINEER OF RECORD OR OWNER'S DESIGNATED ENGINEERING REPRESENTATIVE
1.2.3 MANUFACTURER - IN THESE SPECIFICATIONS THE WORD "MANUFACTURER" SHALL MEAN
CONTECH ENGINEERED SOLUTIONS, LLC 800-338-1122.
1 2.4 CONTRACTOR - IN THESE SPECIFICATIONS THE WORD "CONTRACTOR" SHALL MEAN THE
FIRM OR CORPORATION UNDERTAKING THE EXECUTION OF ANY INSTALLATION WORK UNDER
THE TERMS OF THESE SPECIFICATIONS
1 2.5 APPROVED - IN THESE SPECIFICATIONS THE WORD "APPROVED" SHALL REFER TO THE
APPROVAL OF THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE.
1.2.6 AS DIRECTED - IN THESE SPECIFICATIONS THE WORDS "AS DIRECTED" SHALL REFER TO
THE DIRECTIONS TO THE CONTRACTOR FROM THE OWNER OR HIS DESIGNATED
REPRESENTATIVE.
2.0 GENERAL CONDITIONS
2 1 THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL AND EQUIPMENT AND PERFORM
ALL WORK AND SERVICES EXCEPT THOSE SET OUT AND FURNISHED BY THE OWNER,
NECESSARY TO COMPLETE IN A SATISFACTORY MANNER THE SITE PREPARATION,
EXCAVATION, FILLING, COMPACTION, GRADING AS SHOWN ON THE PLANS AND AS DESCRIBED
THEREIN. THIS WORK SHALL CONSIST OF ALL MOBILIZATION CLEARING AND GRADING,
GRUBBING, STRIPPING, REMOVAL OF EXISTING MATERIAL UNLESS OTHERWISE STATED,
PREPARATION OF THE LAND TO BE FILLED, FILLING OF THE LAND, SPREADING AND
COMPACTION OF THE FILL, AND ALL SUBSIDIARY WORK NECESSARY TO COMPLETE THE
GRADING OF THE CUT AND FILL AREAS TO CONFORM WITH THE LINES, GRADES, SLOPES, AND
SPECIFICATIONS. THIS WORK IS TO BE ACCOMPLISHED UNDER THE OBSERVATION OF THE
OWNER OR HIS DESIGNATED REPRESENTATIVE
2.2 PRIOR TO BIDDING THE WORK, THE CONTRACTOR SHALL EXAMINE, INVESTIGATE AND
INSPECT THE CONSTRUCTION SITE AS TO THE NATURE AND LOCATION OF THE WORK, AND
THE GENERAL AND LOCAL CONDITIONS AT THE CONSTRUCTION SITE, INCLUDING WITHOUT
LIMITATION, THE CHARACTER OF SURFACE OR SUBSURFACE CONDITIONS AND OBSTACLES TO
BE ENCOUNTERED ON AND AROUND THE CONSTRUCTION SITE AND SHALL MAKE SUCH
ADDITIONAL INVESTIGATION AS HE MAY DEEM NECESSARY FOR THE PLANNING AND PROPER
EXECUTION OF THE WORK.
IF CONDITIONS OTHER THAN THOSE INDICATED ARE DISCOVERED BY THE CONTRACTOR, THE
OWNER SHALL BE NOTIFIED IMMEDIATELY THE MATERIAL WHICH THE CONTRACTOR BELIEVES
TO BE A CHANGED CONDITION SHALL NOT BE DISTURBED SO THAT THE OWNER CAN
INVESTIGATE THE CONDITION
2.3 THE CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECTION OF THE ENGINEER.
2.4 ALL ASPECTS OF THE STRUCTURE DESIGN AND SITE LAYOUT INCLUDING FOUNDATIONS,
BACKFILL, END TREATMENTS AND NECESSARY SCOUR CONSIDERATION SHALL BE
PERFORMED BY THE ENGINEER.
ANY INSTALLATION GUIDANCE PROVIDED HEREIN SHALL BE ENDORSED BY THE ENGINEER OR
SUPERSEDED BY THE ENGINEER'S PLANS AND SPECIFICATIONS.
394'-6" (OUT TO OUT)
BRIDGE PLAN
Al
or—
B
McKIM & CREED
WILMINGTON NC
�4 No REVIEW ACTION
Exoeplion Taken
02 Make Corrections Noted
0 3 Amend and Resubmit
04 Rejected - See Remarks
p5 NoAction • Copy maintained fixwrdpurposes only
REVIEWED BY • DATE,
REVIEW IS FOR GENERALARRANGEMENTONLYAND
DOES NOT RELEASE THE CONTRACTOR FROM THE
RESPOVSIBIUTY FOR OUANTtTIES, DIMENSIONS,
PERFORMANCE OR OTHER REQUIREMENTS OF
THE CONTRACT DOCUMENTS
•, elgn ata eformabo.l,pf.h en pne•avrnp„ p^ca ec
ca 111 llF p•aleelo'tdya+ engieae+alvl Cdlel+acle�uF
Gomm.,y€eguieeleit iw.lwcna. LLC TCw9e4X1 kelllier ,Din
draxep, na enarynl fbl°eel, may be rla-H ,ap•ed.esl t'
rodilied in any a ilhoul the prior wnpin conlroa i.i
[o1e.N+ Failure to comply is done al Ine 41e, own rrye yr {
Cooled, expressly disclaims any liahllily or reepniwbilily for
ix,01
II eltteti,IMnNea lraleln,nlbe y,pp0114Iniamkeln upon r.eicli
MAe Cto4r.g o4meed Yid murk fold eperkr era a
ae p1a w'01,1 p owesa n 14011Jlwvpan[eua musl be rope0e e
Yi Crxemh m,nilalely fa re.avaLN o ei"des,l r i
Kset$Sno liability for designs based on missing Inc mplele 0'
l t file n'ailiWgn xepi.E bj peina
MARK DATE
REVISION DESCRIPTION
BY
C=:: NTEC
H'
ENGINEERED SOLUTIONS LLC
www.ContechES.can
9025 Centre Pointe Dr , Suite 400, West Chester, OH 45069
600-338.1122 513-645-7000 513-645-7993 FAX
MI'
STRUCTURAL PLATE
PROPOSAL 1
DRAWING
ALBC #23 - 131-711 X 41-7"
CENTER POINTE
WILMINGTON, NC
PROJECT No
728138
SEG No
010
DATE
11/912022
DESIGNED:
DRAWN:
CHECKED
APPROVED
SHEET NO '
1
OF
6

II - ALUMINUM BOX CULVERT
22/2022 11:04 AM
C:\USERS\MIKE.JAMBOR\ONEDRIVE-THE QU IKRETE COMPANIES\NC ESTIMATES/CENTER POINTE\728138-010-PROP.DWG
1.0 GENERAL
1.1 Manufacturer shall fabricate the aluminum box culvert as shown on the plans. Fabrication shall conform
to the requirements of ASTM B-864 and shall consist of plates, ribs, and appurtenant items.
Plate thickness, rib spacing, end treatment and type of invert and foundation shall be as indicated on the
plans. All manufacturing processes including corrugating, punching, curving and required galvanizing shall
be performed within the United States of America.
1.2 The contractor shall verify all field dimensions and conditions prior to ordering materials.
2.0 DIMENSIONS
Span: 13'-7" Rise: 4'-7"
2.1 The proposed structure shall be an ALUMINUM BOX CULVERT with the following dimensions:
2.2 All plan dimensions on the contract drawings are measured in a true horizontal plan unless otherwise
noted.
in
N
13' 7" SPAN
T/GRADE
CROSS SECTION A -A
Approximate Area: 55 sq. ft. used, 55 sqft. total
NOTES
•MEASUREMENTS ARE TO THE INSIDE CRESTS OF THE CORRUGATION
•DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES
FOUNDATION DESIGN
TO BE DETERMINED
The design and Information shown on this drawing Is provided
as a e to the project owner, engineer and contractor by
Conv Contech Solutions LLC ("Contech") Neither this'
drawing, nor any part thereof, may be used, reproduced or
modified In any mannerwithout the pdorwdtten consent of
Contech. Failure to comply is done at the usefs own risk and
Contech expressly dlsclalms any liability or responsibility for
such use
If discrepancies between the supplied Information upon which
th e g b d d t if ld dt t d
ts site work progresses, these discrepancies must be reported
o Contech immediately forre-evaluatIonof thedesign Contech
accepts no liability fordesigns based on missing, Incomplete or
Inaccurate information supplied by others.
MARK
DATE
REVISION DESCRIPTION
BY
C-H®
ENGINEERED SOLUTIONS LLC
www.ContechES.com
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
800-338-1122 513-645-7000 513-645-7993 FAX
110411 ►�i\ I &WI
STRUCTURAL PLATE
PROPOSAL
DRAWNG
ALBC #23 - 13'-7" X 4'-7"
CENTER POINTE
WILMINGTON, NC
PROJECT No.:
728138
SEQ. No.:
010
DATE:
11/9/2022
DESIGNED:
DRAWN:
CHECKED:
APPROVED:
SHEET NO.:
2
OF
6

22/2022 11:04 AM
C:\USERS\MIKE.JAMBOR\ONEDRIVE-THE QU IKRETE COMPANIES\NC ESTIMATES/CENTER POINTE\728138-010-PROP.DWG
L
TYPICAL END ELEVATION
FOUNDATION DESIGN
TO BE DETERMINED
The design and Information shown on this drawing Is provided
CvEbe to the project owner, engineer and contractor by
oftechngineered Solutions LLC ("Conteoh"). Neither this.
mowing, nor any part thereof, may be used, reproduced or
dified In any mannerwirhout the prior written consent of
Contech. Failure to comply is done at the user's own rsk and
Conteoh expressly disclaims any liability or responsibility for
such use
If disorepanoles between the supplied Information upon which
th d g b d d t If' ld dt t• d
ts site work progresses, these discrepancies must be reported
o Contech immediately forraevaluation of the design Conteoh
accepts no liability for designs based on missing, Incomplete or
Inaccurate Information supplied by others.
MARK
DATE
REVISION DESCRIPTION
BY
C@H®
ENGINEERED SOLUTIONS LLC
www.ContechES.com
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
800-338-1122 513-645-7000 513-645-7993 FAX
j in -To i &len
STRUCTURAL PLATE
PROPOSAL
DRAWING
ALBC #23 - 13'-7" X 4'-7"
CENTER POINTE
WILMINGTON, NC
PROJECT No.:
728138
SEQ. No.:
010
DATE:
11/9/2022
DESIGNED:
DRAWN:
CHECKED:
APPROVED:
SHEET NO.:
3
OF
6

C:\USERS\MIKE.JAMBOR\ONEDRIVE-THE QU IKRETE COMPANIES\NC ESTIMATES\CENTER POINTE\728138-010-PROP.DWG
W
0)
L7L7
394'-6" (OUT TO OUT)
PROFILE SECTION B-B
The design and Information shown on this drawing Is provided
CovEbe to the project owner, engineer and contractor by
ftechnglneered Solutions LLC ("Conteoh"). Neither this.
drawing, nor any part thereof, may be used, reproduced or
modified in any mannerwithout the prior written consent of
Contech. Failure to comply is done at the user's own rsk and
Contech expressly disclaims any liability or responsibility for
such use
If discrepancies between the supplied Information upon which
th d g b d d t If' ld dt t• d
ts site work progresses, these discrepancies must be reported
o Contech immediately forraevaluation of the design Contech
accepts no liability for designs based on missing, Incomplete or
Inaccurate Information supplied by others.
MARK
DATE
REVISION DESCRIPTION
BY
C@H®
ENGINEERED SOLUTIONS LLC
www.ContechES.com
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
800-338-1122 513-645-7000 513-645-7993 FAX
j in -To i &len
STRUCTURAL PLATE
PROPOSAL
DRAWING
ALBC #23 - 13'-7" X 4'-7"
CENTER POINTE
WILMINGTON, NC
PROJECT No.:
728138
SEQ. No.:
010
DATE:
11/9/2022
DESIGNED:
DRAWN:
CHECKED:
APPROVED:
SHEET NO.:
4
OF
6

MINIMUM LIMITS OF COMPACTED SELECT
GRANULAR STRUCTURAL BACKFILL
COMPACTED NORMAL
ROAD FILL
MIN. 3ft.
NORMAL ROADFILL ABOVE
MIN. COVER LEVEL
MIN. 3ft.
MINIMUM LIMITS OF
COMPACTED NORMAL
ROAD FILL
NATURAL
UNDISTURBED
EMBANKMENT
�rI
ALBC
SHELL
REINFORCED CONCRETE
FOOTING
L
4_
SECTION
CRITICAL BACKFILL ZONE, PRESSURE ON SOIL GREATEST HERE.
INITIAL LIFTS OVER CROWN OF STRUCTURE AS INDICATED BY
SHADED AREA TO BE COMPACTED TO REQUIRED DENSITY
WITH HAND OPERATED EQUIPMENT OR WITH SMALL TRACTOR
(D-4 OR SMALLER) DRAWN EQUIPMENT.
SELECT GRANULAR STRUCTURAL BACKFILL LIMITS.
NOTES:
1. ALL SELECT GRANULAR BACKFILL TO BE PLACED IN A BALANCED
FASHION IN THIN LIFTS (6"-8" LOOSE TYPICALLY) AND COMPACTED
TO 90 PERCENT DENSITY PER AASHTO T-180.
2. COMPLETE AND REGULAR MONITORING OF THE ALUMINUM BOX
CULVERT SHAPE IS NECESSARY DURING ALL BACKFILLING OF
THE STRUCTURE.
3. PREVENT EXCESSIVE DISTORTION OF SHAPE AS NECESSARY BY
VARYING COMPACTION METHODS AND EQUIPMENT.
4. TRENCH WIDTH OTHER THAN 3ft. SHALL BE BY DIRECTION OF THE
ENGINEER OF RECORD.
5. "H" = STRUCTURE RISE + MAXIMUM ALLOWABLE COVER FOR
SHAPE DESIGN SPECIFIED.
z O
ADDITIONAL BACKFILL NOTES:
SATISFACTORY BACKFILL MATERIAL, PROPER PLACEMENT, AND COMPACTION ARE KEY
FACTORS IN OBTAINING MAXIMUM STRENGTH AND STABILITY.
THE BACKFILL MATERIAL SHOULD BE FREE OF ROCKS, FROZEN LUMPS, AND FOREIGN
MATERIAL THAT COULD CAUSE HARD SPOTS OR DECOMPOSE TO CREATE VOIDS.
BACKFILL MATERIAL SHOULD BE WELL GRADED GRANULAR MATERIAL THAT MEETS
THE REQUIREMENTS OF AASHTO M-145 FOR SOIL CLASSIFICATIONS A-1, A-2, A-3.
BACKFILL MUST BE REPLACED SYMMETRICALLY ON EACH SIDE OF THE STRUCTURE
IN 6" LOOSE LIFTS. EACH LIFT IS TO BE COMPACTED TO A MINIMUM OF 90% DENSITY
PER AASHTO T-180.
A HIGH PERCENTAGE OF SILT OR FINE SAND IN THE NATIVE SOILS SUGGESTS THE
NEED FOR A WELL GRADED GRANULAR BACKFILL MATERIAL TO PREVENT SOIL
MIGRATION.
DURING BACKFILL, ONLY SMALL TRACKED VEHICLES (D-4 OR SMALLER) SHOULD BE
NEAR THE STRUCTURE AS FILL PROGRESSES ABOVE THE CROWN AND TO THE
FINISHED GRADE.
The design and Information shown on this drawing Is provided
be to the project owner, engineer and contractor by
Contech Engineered Solutions LLC ("Contech"). Neither this
drawing, nor any part thereof, may be used, reproduced or
modified in any mannerwithout the prior written consent of
Contech. Failure to comply is done at the user's own rsk and
Contech expressly disclaims any Iability or responsibility for
such use
If discrepancies between the supplied mformebon upon which
and gb d d t1fld dt td
[s site work progresses, these discrepancies must be reported
o Contech immediately for re-evaluation of the design Contech
accepts no liability for designs based on missing, -Incomplete or
Inaccurate Information supplied by others.
CONTECH®
ENGINEERED SOLUTIONS LLC
www.ContechES.com
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
w uTOwu°
jI10,\ i & in
STRUCTURAL PLATE
PROPOSAL
DRAWNG
ALBC #23 - 13'-7" X 4'-7"
CENTER POINTE
WILMINGTON, NC
PROJECT No.
728138
SEQ. No.
010
DATE
11/9/2022
DESIGNED:
DRAWN
CHECKED
APPROVED
SHEET NO.:
MARK
DATE
REVISION DESCRIPTION
BY
800-338-1122 513-645-7000 513-645-7993 FAX
5
OF
6

SPECIFICATIONS FOR MANUFACTURE AND INSTALLATION OF CONTECH® ALUMINUM BOX CULVERT #1-87
C:\USERS\MIKE.JAMBOR\ONEDRIVE-THE QU IKRETE COMPANIES\NC ESTIMATES\CENTER POINTE\728138-010-PROP.DWG
I - GENERAL
1.0 STANDARDS AND DEFINITIONS
1.1 STANDARDS - All standards refer to latest edition unless otherwise noted.
1.1.1 ASTM B-864 "Standard Specification for Corrugated
Aluminum Box Culverts" (AASHTO Designation M-219).
1.1.2 AASHTO Standard Specification for Highway Bridges - Section 12
Division I - Design.
1.1.3 AASHTO Standard Specification for Highway Bridges - Section 26
Division II - Construction.
1.2 DEFINITIONS
1.2.1 Owner - In these specifications the word "Owner shall mean
OWNER.
1.2.2 Engineer- In these specifications the word "Engineer" shall
mean the Engineer of Record or Owners designated engineering
representative.
1.2.3 Manufacturer - In these specifications the word "Manufacturer'
shall mean CONTECH ENGINEERED SOLUTIONS 800-338-1122
REP.
1.2.4 Contractor- In these specifications the word "Contractor" shall
mean the firm or corporation undertaking the execution of any
installation work under the terms of these specifications.
1.2.5 Approved - In these specifications the word "approved' shall
refer to the approval of the Engineer or his designated
representative.
1.2.6 As Directed - In these specifications the words "as directed"
shall refer to the directions to the Contractor from the Owner
or his designated representative.
2.0 GENERAL CONDITIONS
2.1 The Contractor shall furnish all labor, material and equipment and
perform all work and services except those set out and furnished by the
Owner, necessary to complete in a satisfactory manner the site
preparation, excavation, filling, compaction, grading as shown on the
plans and as described therein. This work shall consist of all mobilization
clearing and grading, grubbing, stripping, removal of existing material
unless otherwise stated, preparation of the land to be filled, filling of the
land, spreading and compaction of the fill, and all subsidiary work
necessary to complete the grading of the cut and fill areas to conform
with the lines, grades, slopes, and specifications. This work is to be
accomplished under the observation of the Owner or his designated
representative.
2.2 Prior to bidding the work, the Contractor shall examine, investigate and
inspect the construction site as to the nature and location of the work, and
the general and local conditions at the construction site, including without
limitation, the character of surface or subsurface conditions and obstacles
to be encountered on and around the construction site and shall make
such additional investigation as he may deem necessary for the planning
and proper execution of the work.
If conditions other than those indicated are discovered by the Contractor,
the Owner shall be notified immediately. The material which the
Contractor believes to be a changed condition shall not be disturbed so
that the owner can investigate the condition.
2.3 The construction shall be performed under the direction of the Engineer.
2.4 All aspects of the structure design and site layout including foundations, backfill,
end treatments and necessary scour consideration shall be performed by the Engineer.
Any installation guidance provided herein shall be endorsed by the
Engineer or superseded by the Engineers plans and specifications.
1.0 GENERAL
1.1
II -ALUMINUM BOX CULVERT
Manufacturer shall fabricate the aluminum box culvert as shown on the plans.
Fabrication shall conform to the requirements of ASTM B-864 and shall consist
of plates, ribs, and appurtenant items.
Plate thickness, rib spacing, end treatment and type of invert and foundation
shall be as indicated on the plans. All manufacturing processes including
corrugating, punching, curving and required galvanizing shall be performed
within the United States of America.
1.2 The contractor shall verify all field dimensions and conditions prior to ordering materials.
2.0 DIMENSIONS
2.1 The proposed structure shall be an ALUMINUM BOX CULVERT with the following
dimensions:
Span: 13'-7" Rise: 4'-7"
2.2 All plan dimensions on the contract drawings are measured in a true
horizontal plan unless otherwise noted.
3.0 ASSEMBLY AND INSTALLATION
3.1 Bolts and nuts shall conform to the requirements of ASTM A-307 or ASTM A-449.
The box culvert shall be assembled in accordance with the plate layout drawings
provided by the manufacturer and per the manufacturer's recommendations.
Bolts shall be tightened using an applied torque of between 100 and 150 ft.-Ibs.
3.2 The box culvert shall be installed in accordance with the plans and specifications,
the manufacturer's recommendations, and AASHTO Standard Specification for
Highway Bridges - Section 26 Division II - Construction.
3.3 Trench excavation shall be made in embankment material that is structurally adequate.
The trench width shall be shown on the plans. Poor quality in situ embankment
material must be removed and replaced with suitable backfill as directed by the Engineer.
3.4 Bedding preparation is critical to both structure performance and service life.
The bed should be constructed to uniform line and grade to avoid distortions that may
create undesirable stresses in the structure and/or rapid deterioration of the roadway.
The bed should be free of rock formations, protruding stones, frozen lumps, roots,
and other foreign matter that may cause unequal settlement.
3.5 Bedding shall provide a minimum of 4,000 psf bearing capacity.
Foundation details for bearing capacity less than 4,000 psf shall be approved
by the Engineer.
3.6 The structure shall be assembled in accordance with the Manufacturer's instructions.
All plates shall be unloading and handled with reasonable care. Plates shall not be rolled
or dragged over gravel rock and shall be prevented from striking rock or other hard objects
during placement in trench or on bedding.
When installed on a full invert or on flexible footing pads, assembly of the invert or footing
pads shall start at the downstream end. Circumferential seam laps shall shingle over the
top of the downstream plates as assembly progresses upstream. Whether the box culvert
is installed on a concrete footing, full metal invert, or flexible footing pad, assembly of the
structure shell shall start at the upstream end. Downstream rings of plates shall be
assembled outside of the upstream rings. (Circumferential seams are shingled
downstream when viewed from the inside of the shell).
3.7 The structure shall be backfilled using clean well graded granular material that meets the
requirements for soil classifications A-1, A-2-4, A-2-5 or A-3 modified to be more select
than AASHTO M-145. See the information at the right of this sheet.
Backfill must be placed symmetrically on each side of the structure in 6 to 8 inch
loose lifts. Each lift shall be compacted to a minimum of 90 percent density per
AASHTO T-180
3.8 Construction loads that exceed highway load limits are not allowed to cross the
structure without approval from the Engineer.
Normal highway traffic is not allowed to cross the structure until the structure has
been backfilled and paved. If the road is unpaved, cover allowance to accommodate rutting
shall be as directed by the Engineer.
STRUCTURAL PLATE BACKFILL GROUP CLASSIFICATION, REFERENCE AASHTO M-145
GROUP CLASSIFICATION I A-1-a I A-1-b I ---- I --'- I ----
Sieve Analysis Percent Passing
No. 10 (2.000 min)
50 max.
----
----
----
----
No. 40 (0.425 min)
30 max.
50 max.
----
----
----
No. 200 (0.075 min)
15 max.
25 max.
----
----
----
Atterberg Limits for Fraction Passin No. 40 (0.425 min)
Liquid. Limits
__
-_-
--
----
Plasticity Index
6 max.
6 max.
—
----
----
Usual Materials
Stone F agment,
Gravel and Sand
_
____
----
NOTE: Atterberg Limits are modified to provide material that are primarily granula
The design and Information shown on this drawing Is provided
be to the project owner, engineer and contractor by
Contech vEngineered Solutions LLC ("Contech"). Neither this.
m�owing, nor any part thereof, may be used, reproduced or
odified In any mannerwithout the prior written consent of
Contech. Failure to comply is done at the user's own rsk and
Contech expressly disclaims any Iiability or responsibility for
such use
f discrepancies between the supplied Information upon which
th d g b d d f I f' ld dt t d
ts site work progresses, these discrepancies must be reported
o Contech immediately forre.evaluation of the design Contech
accepts no liability for designs based on missing, Incomplete or
inaccurate Information supplied by others.
MARK
DATE
REVISION DESCRIPTION
BY
C@H®
ENGINEERED SOLUTIONS LLC
www.ContechES.com
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
800-338-1122 513-645-7000 513-645-7993 FAX
STRUCTURAL PLATE
PROPOSAL
DRAWNG
ALBC #23 - 13'-7" X 4'-7"
CENTER POINTE
WILMINGTON, NC
PROJECT No.:
728138
SEQ. No.:
010
DATE:
11/9/2022
DESIGNED:
DRAWN:
CHECKED:
APPROVED:
SHEET NO.:
6
OF
6

4.0 WETLAND INFORMATION
Previous JD
Existing Conditions Map & Photos
Data Forms
Signed Property Access Form

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2017-01860 County: New Hanover U.S.G.S. Quad: NC- Wrightsville Beach
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner:
Agent:
H. David Swain
Gold Leaf Holdings, LLC
1131B Military Cutoff Road
Wilmington, North Carolina 28405
Kim Williams
Land Management Group, Inc.
3805 Wrightsville Avenue, Suite 15
Wilmington, North Carolina 28403
Size (acres) Approximately 23.1 Acres Nearest Town Wilmington
Nearest Waterway Bradley Creek River Basin White Oak
USGS HUC 03020302 Coordinates Latitude: 34.2314 N
Longitude: -77.8312 W
Location description: The review area is located at 1531 and 1541 Eastwood Road (Parcels R05600-001-004-000.
R05600-001-001-001 and R05600-001-001-000), in the City of Wilmington, New Hanover County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
There appear to be waters, including wetlands, on the above described property, as depicted on the attached exhibit, that
may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344). This preliminary jurisdictional
determination may be used in the permit evaluation process, including determining compensatory mitigation. This
preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting
the Corps district for further instruction
B. Approved Determination
_ There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements
of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the waters of the U.S. including wetlands on your project area delineated. Due to the
size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
Page 1 of 2

X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the
plat identified below. Unless there is a change in the law or our published regulations, this determination may be relied
upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Kyle Dahl at 910-251-4469 or
KvIe.J.Dah lna,usace.armv.mil.
C. Basis For Determination: Please see the attached Approved Jurisdictional Determination Form. The
enclosed survey titled "Wetlands Plat for Swain and Associates; Property of Wetherill Family Trust
LLC." dated May 5, 2017, accurately depicts the extent of jurisdictional waters subject to jurisdictional
under Section 404 of the Clean Water Act.
D. Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 11/6/2017
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official:
Date: September 6, 2017
Expiration Date: September 6, 2022

0111111111111110
Applicant:
NOTIFICATION OF ADv1INISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
H. David Swain, Gold Leaf
File Number: SAW-2017-01860
Date: September 6, 2017
Holdings, LLC
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
D
PROFFERED PERMIT (Standard Permit or Letter of permission) _
B
El
PERMIT DENIAL
c
Ej
APPROVED JURISDICTIONAL DETERMINATION
D
❑
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identities your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace.army.tnil/Missions/CivilWarks/RegulatorvProgratnandPermits.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
I .
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT. FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division,
Attn: Kyle Dahl
[phone]
[e-mail]
If you only have questions regarding the appeal process you may
also contact:
Mr. Jason Steele, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Kyle Dahl, 69 Darlington Ave., Wilmington, NC 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

4
'4 •
Boundaries are approximate and not meant to be absolute.
Map Source: 2020 NC One Map
44'
PS4
AP -WET PS5
4011fri) DP -UP
PS3
PS1
PS2
PS6
PS8
t.,...,, .
. .
40" "mit4 4, lat . e
PS9-7, • ' --'.- -,.. It',I.V., '
•
PS10
' • '
Centerpoint
New Hanover County, NC DAVEY.
Resource Group
December 2022
DRGNCW22.557
3805 Wrightsville Avenue
Wilmington, NC 28403
[phone]
Existing Conditions
Map
•
LEGEND
Project Area
NCDOT ROW
Wetlands
- Stream
Jurisdictional Ditch
Culvert
Photo Station
N
0 100 200 400
ft
Scale applies to 11X17" print.

PS 1. Authorized wetland fill - looking north INSTALLED
PS2. AuUlohzedvveUandfiU-|NSTALLED

PS 3. Authorized Open Waters Fill - INSTALLED
PS 4. Wetland Boundary Looking North. Note old flag on pine

PS 5. View of Stream (no wetlands in this section).
PS 6. Temporary Stream Crossing.

PS 7. Temporary Stream Crossing (NCDOT ROW)
PS 8. Open Waters Looking West.

PS 9. Authorized Wetland Fill Looking Southeast. INSTALLED
PS 10. Isolated Wetlands Filled On Site

U.S. Army Corps of Engineers
WETLAND DETERMINATION DATA SHEET — Atlantic and Gulf Coastal Plain Region
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R
OMB Control #: 0710-xxxx, Exp: Pending
Requirement Control Symbol EXEMPT:
(Authority: AR 335-15, paragraph 5-2a)
Project/Site: Centerpoint
Applicant/Owner: Centerpoint
City/County: Wilmington/New Hanover Sampling Date: 12/1/22
Investigator(s): Paul Farley-DRG
Landform (hillside, terrace, etc.): Toe of slope
Subregion (LRR or MLRA): LRR T, MLRA 153A Lat: 34.231238
Soil Map Unit Name: Woodington
Section, Township, Range:
State: NC Sampling Point: DP1- Up
Local relief (concave, convex, none): Convex Slope (%): 0-1
Long: -77.833412 Datum: NAD 83
NWI classification: Upland
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (If no, explain in Remarks.)
Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No _
Hydric Soil Present? Yes No X
Wetland Hydrology Present? Yes No X
Is the Sampled Area
within a Wetland?
Yes x No
Remarks:
According to Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network, drier than normal conditions
were present at the time of the field work.
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
Secondary Indicators (minimum of two required)
Surface Soil Cracks
(B6)
Concave Surface (B8)
(C2)
Aerial Imagery (C9)
(D2)
(LRR T, U)
_
Water (A1) Fauna (B13) Vegetated
_Surface _Aquatic _Sparsely
High Water Table (A2) Marl Deposits (B15) (LRR U) Drainage Patterns (B10)
_ _ _
Saturation (A3) Hydrogen Sulfide Odor (C1) Moss Trim Lines (B16)
_ _ _
Water Marks (B1) Oxidized Rhizospheres on Living Roots (C3) Dry -Season Water Table
_ _ _
Sediment Deposits (B2) Presence of Reduced Iron (C4) Crayfish Burrows (C8)
_ _ _
Drift Deposits (B3) Recent Iron Reduction in Tilled Soils (C6) Saturation Visible on
_ _ _
Mat or Crust (B4) Muck Surface (C7) Position
_Algal _Thin _Geomorphic
Iron Deposits (B5) Other (Explain in Remarks) Shallow Aquitard (D3)
_ _ _
Inundation Visible on Aerial Imagery (B7) FAC-Neutral Test (D5)
_ _
Water -Stained Leaves (B9) Sphagnum Moss (D8)
Field Observations:
Surface Water Present? Yes No X Depth (inches):
Wetland Hydrology Present?
Yes
No
X
Water Table Present? Yes No X Depth (inches):
Saturation Present? Yes No X Depth (inches):
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018
Atlantic and Gulf Coastal Plain — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point:
DP1- Up
Absolute Dominant Indicator
Tree Stratum (Plot size: 30' Radius ) % Cover Species? Status
1. Pinus taeda 60 Yes FAC
2. Liquidambar styraciflua 15 Yes FAC
3.
4.
5.
6.
7.
8.
75 =Total Cover
50% of total cover: 38 20% of total cover: 15
Sapling/Shrub Stratum (Plot size: 30' Radius )
1. Symplocos tinctoria 15 Yes FAC
2. Magnolia grandiflora 15 Yes FAC
3. Liquidambar styraciflua 20 Yes FAC
4.
5.
6.
7.
8.
50 =Total Cover
50% of total cover: 25 20% of total cover: 10
Herb Stratum (Plot size: 30' Radius
1. Magnolia grandiflora
2. Symplocos tinctoria
3. Morella cerifera
4. Arundinaria tecta
5.
6.
7.
8.
9.
10.
11.
12.
4
Yes FAC
10 Yes FAC
2
2
No FAC
No FACW
18 =Total Cover
50% of total cover: 9 20% of total cover: 4
Woody Vine Stratum (Plot size: 30' Radius
1. Gelsemium sempervirens
2.
3.
4.
5.
5
Yes FAC
5 =Total Cover
50% of total cover: 3 20% of total cover: 1
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 8 (A)
Total Number of Dominant
Species Across All Strata: 8 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100.0% (NB)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A)
Prevalence Index = B/A =
(B)
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
3 - Prevalence Index is <_3.01
Problematic Hydrophytic Vegetation (Explain)
Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018
Atlantic and Gulf Coastal Plain - Version 2.0

SOIL
Sampling Point:
DP1- Up
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Typel Loc2 Texture
0-12 10YR 3/2 100
12-20 10Y R 3/3 100
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Sandy
Sandy
Remarks
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs,
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
Organic Bodies (A6) (LRR P, T, U)
5 cm Mucky Mineral (A7) (LRR P, T, U)
_ Muck Presence (A8) (LRR U)
1 cm Muck (A9) (LRR P, T)
_ Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
_Coast Prairie Redox (A16) (MLRA 150A)
Sandy Mucky Mineral (S1) (LRR O, S)
Sandy Gleyed Matrix (S4)
_ Sandy Redox (S5)
Stripped Matrix (S6)
_ Dark Surface (S7) (LRR P, S, T, U)
Polyvalue Below Surface (S8)
(LRR S, T, U)
unless otherwise noted.)
Thin Dark Surface (S9) (LRR S, T, U)
Barrier Islands 1 cm Muck (S12)
(MLRA 153B, 153D)
Loamy Mucky Mineral (F1) (LRR O)
Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
Marl (F10) (LRR U)
Depleted Ochric (F11) (MLRA 151)
Iron -Manganese Masses (F12) (LRR O, P, T)
Umbric Surface (F13) (LRR P, T, U)
Delta Ochric (F17) (MLRA 151)
Reduced Vertic (F18) (MLRA 150A, 150B)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Anomalous Bright Floodplain Soils (F20)
(MLRA 149A, 153C, 153D)
Very Shallow Dark Surface (F22)
(MLRA 138, 152A in FL, 154)
Indicators for Problematic Hydric Soils3:
_ 1 cm Muck (A9) (LRR 0)
2 cm Muck (A10) (LRR S)
Coast Prairie Redox (A16)
(outside MLRA 150A)
Reduced Vertic (F18)
(outside MLRA 150A, 150B)
Piedmont Floodplain Soils (F19) (LRR P, T)
Anomalous Bright Floodplain Soils (F20)
(MLRA 153B)
Red Parent Material (F21)
Very Shallow Dark Surface (F22)
(outside MLRA 138, 152A in FL, 154)
_ Barrier Islands Low Chroma Matrix (TS7)
(MLRA 153B, 153D)
Other (Explain in Remarks)
3lndicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present?
Yes No X
Remarks:
ENG FORM 6116-2-SG, JUL 2018
Atlantic and Gulf Coastal Plain — Version 2.0

U.S. Army Corps of Engineers
WETLAND DETERMINATION DATA SHEET — Atlantic and Gulf Coastal Plain Region
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R
OMB Control #: 0710-xxxx, Exp: Pending
Requirement Control Symbol EXEMPT:
(Authority: AR 335-15, paragraph 5-2a)
Project/Site: Centerpoint
Applicant/Owner: Centerpoint
City/County: Wilmington/New Hanover Sampling Date: 12/1/22
Investigator(s): Paul Farley-DRG
Landform (hillside, terrace, etc.): floodplain
Subregion (LRR or MLRA): LRR T, MLRA 153A Lat: 34.231402
Soil Map Unit Name: Woodington
Section, Township, Range:
State: NC Sampling Point: DP1- Wet
Local relief (concave, convex, none): Concave Slope (%): 0-1
Long: -77.833388 Datum: NAD 83
NWI classification: Upland
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (If no, explain in Remarks.)
Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present?
Hydric Soil Present?
Wetland Hydrology Present?
Yes X No
Yes X No
Yes X No
Is the Sampled Area
within a Wetland?
Yes x No
Remarks:
According to Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network, drier than normal conditions
were present at the time of the field work.
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required; check all that apply)
Secondary Indicators (minimum of two required)
Surface Soil Cracks (B6)
Surface (B8)
(C2)
Imagery (C9)
T, U)
_
Water (A1) Fauna (B13) Vegetated Concave
_Surface _Aquatic _Sparsely
High Water Table (A2) Marl Deposits (B15) (LRR U) X Drainage Patterns (B10)
_ _
Saturation (A3) Hydrogen Sulfide Odor (C1) Moss Trim Lines (B16)
_ _ _
Water Marks (B1) Oxidized Rhizospheres on Living Roots (C3) Dry -Season Water Table
_ _ _
Sediment Deposits (B2) Presence of Reduced Iron (C4) Crayfish Burrows (C8)
_ _ _
Drift Deposits (B3) Recent Iron Reduction in Tilled Soils (C6) Saturation Visible on Aerial
_ _ _
Mat or Crust (B4) Muck Surface (C7) x Geomorphic Position (D2)
_Algal _Thin
Iron Deposits (B5) Other (Explain in Remarks) Shallow Aquitard (D3)
_ _ _
Inundation Visible on Aerial Imagery (B7) FAC-Neutral Test (D5)
_ _
Water -Stained Leaves (B9) Sphagnum Moss (D8) (LRR
Field Observations:
Surface Water Present? Yes No X Depth (inches):
Wetland Hydrology Present?
Yes X
No
Water Table Present? Yes No X Depth (inches):
Saturation Present? Yes x No Depth (inches): 12
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018
Atlantic and Gulf Coastal Plain — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP1- Wet
Absolute Dominant Indicator
Tree Stratum (Plot size: 30' Radius ) % Cover Species? Status
1. Pinus taeda 45 Yes FAC
2. Liquidambar styraciflua 10 No FAC
3. Morella cerifera 10 No FAC
4.
5.
6.
7.
8.
65 =Total Cover
50% of total cover: 33 20% of total cover: 13
Sapling/Shrub Stratum (Plot size: 30' Radius )
1. Morella cerifera 20 Yes FAC
2. Ilex opaca 3 No FAC
3. Gordonia lasianthus 5 No FACW
4.
5.
6.
7.
8.
28 =Total Cover
50% of total cover: 14 20% of total cover: 6
Herb Stratum (Plot size: 30' Radius
1. Ligustrum sinense
2. Lyonia lucida
3. Osmunda spectabilis
4.
5.
6.
7.
8.
9.
10.
11.
12.
20 Yes FAC
5
2
No FACW
No OBL
27 =Total Cover
50% of total cover: 14 20% of total cover: 6
Woody Vine Stratum (Plot size:
1.
2.
3.
4.
5.
30' Radius
=Total Cover
50% of total cover: 20% of total cover:
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 3 (A)
Total Number of Dominant
Species Across All Strata: 3 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100.0% (NB)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A)
Prevalence Index = B/A =
(B)
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
3 - Prevalence Index is <_3.01
Problematic Hydrophytic Vegetation (Explain)
Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018
Atlantic and Gulf Coastal Plain - Version 2.0

SOIL
Sampling Point: DP1- Wet
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Typel Loc2 Texture
0-8 10YR 2/1 100
8-20 10YR 3/1 100
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Mucky Sand
Sandy
Remarks
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs,
Histosol (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
Organic Bodies (A6) (LRR P, T, U)
X 5 cm Mucky Mineral (A7) (LRR P, T, U)
_ Muck Presence (A8) (LRR U)
1 cm Muck (A9) (LRR P, T)
_ Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
_Coast Prairie Redox (A16) (MLRA 150A)
Sandy Mucky Mineral (S1) (LRR O, S)
Sandy Gleyed Matrix (S4)
_ Sandy Redox (S5)
Stripped Matrix (S6)
_ Dark Surface (S7) (LRR P, S, T, U)
Polyvalue Below Surface (S8)
(LRR S, T, U)
unless otherwise noted.)
Thin Dark Surface (S9) (LRR S, T, U)
Barrier Islands 1 cm Muck (S12)
(MLRA 153B, 153D)
Loamy Mucky Mineral (F1) (LRR O)
Loamy Gleyed Matrix (F2)
Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (F8)
Marl (F10) (LRR U)
Depleted Ochric (F11) (MLRA 151)
Iron -Manganese Masses (F12) (LRR O, P, T)
Umbric Surface (F13) (LRR P, T, U)
Delta Ochric (F17) (MLRA 151)
Reduced Vertic (F18) (MLRA 150A, 150B)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Anomalous Bright Floodplain Soils (F20)
(MLRA 149A, 153C, 153D)
Very Shallow Dark Surface (F22)
(MLRA 138, 152A in FL, 154)
Indicators for Problematic Hydric Soils3:
_ 1 cm Muck (A9) (LRR 0)
2 cm Muck (A10) (LRR S)
Coast Prairie Redox (A16)
(outside MLRA 150A)
Reduced Vertic (F18)
(outside MLRA 150A, 150B)
Piedmont Floodplain Soils (F19) (LRR P, T)
Anomalous Bright Floodplain Soils (F20)
(MLRA 153B)
Red Parent Material (F21)
_Very Shallow Dark Surface (F22)
(outside MLRA 138, 152A in FL, 154)
_ Barrier Islands Low Chroma Matrix (TS7)
(MLRA 153B, 153D)
Other (Explain in Remarks)
3lndicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present?
Yes X No
Remarks:
ENG FORM 6116-2-SG, JUL 2018
Atlantic and Gulf Coastal Plain — Version 2.0

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION3,4
By signing below, I authorize representatives of the Wilmington District, U.S. Array Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Print Name
Capacity: ® Owner
Date
ALL
Signature
,Authorized Agent5
E. REASON FOR JD REQUEST: (Check as many as applicable)
n1 intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
nI intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
riI intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
nocess.
I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
nI intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
El1 believe that the site may be comprised entirely of dry land.
Other:
ForNCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
Must provide agent authorization form/letter signed by owner(s).
Version: May 2017
Page 3

5.0 RARE SPECIES INFORMATION
NC Natural Heritage Program Letter
USFWS IPaC List

■:■■■
■■ ■ NC DEPARTMENT OF
■Rra■i NATURAL AND CULTURAL RESOURCES
November 14, 2022
Kim Williams
Land Management Group, Inc.
3805 Wrightsville Avenue; Suite 15
Wilmington, NC 28403
RE: Centerpoint
Dear Kim Williams:
Roy Cooper, Governor
D. Reid Wilson, Secretary
Misty Buchanan
Deputy Director, Natural Heritage Program
NCNHDE-19976
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Di rectory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund
easement, or an occurrence of a Federally -listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
Q 121 W. JONES STREET, R(LEK44. NC 27603 • 1651 MAIL SERVICE C..:ENTER, PALEIG1-1. NC 27699
OFC 919 707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Centerpoint
November 14, 2022
NCNHDE-19976
Element Occurrences Documented Within Project Area
Taxonomic EO ID Scientific Name Common Name
Group
Last
Observation
Date
Element Accuracy
Occurrence
Rank
Federal
Status
State
Status
Global State
Rank Rank
Vascular Plant 17320
Vascular Plant 9147
Vascular Plant 12589
Lophiola aurea
Platanthera nivea
Solidago tortifolia
Golden -crest
Snowy Orchid
Twisted -leaf
Goldenrod
No Natural Areas are Documented within the Project Area
No Managed Areas Documented within the Project Area
1973-06-01
1989-07-07
1964-11-22
H 3-Medium
X 3-Medium
H 3-Medium
Endangered
Endangered
Endangered
G4 S2
G5 SH
G4G5 S1
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on November 14, 2022; source: NCNHP, Q2, July 2022. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 5

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Centerpoint
November 14, 2022
NCNHDE-19976
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Last
Group
Freshwater Fish38937 Acipenser oxyrinchus Atlantic Sturgeon
oxyrinchus
24390 Corynorhinus
rafinesquii macrotis
32126 Myotis septentrionalis Northern Long-eared
Bat
17664 Trichechus manatus West Indian Manatee
Mammal
Mammal
Mammal
Reptile
Observation
Date
2018-09
Element Accuracy
Occurrence
Rank
E
Federal
Status
State Global State
Status Rank Rank
4-Low Endangered Endangered G3T3 S2
Eastern Big -eared Bat 2006-Pre E 5-Very
Low
1994-Post H? 5-Very
Low
2019-11-14 E 5-Very
Low
3970 Alligator American Alligator 2018-02-26 E 4-Low
mississippiensis
Reptile 9649 Deirochelys reticularia Eastern Chicken Turtle
reticularia
Vascular Plant 22550 Aristida condensata Big Three -awn Grass
Vascular Plant 30852
Vascular Plant 26331
Vascular Plant 22454
Vascular Plant
Vascular Plant
Vascular Plant
Vascular Plant
Vascular Plant
17320
10130
6961
9147
12589
Vascular Plant 12967
Baccharis Silverling
glomeruliflora
Corallorhiza wisteriana Spring Coral -root
Dichanthelium
cryptanthum
Lophiola aurea
Ludwigia ravenii
Ludwigia suffruticosa
Platanthera nivea
Solidago tortifolia
Solidago villosicarpa
1969-04 H 4-Low
1931-08-30 H 5-Very
Low
1904-Pre H 5-Very
Low
1967-03 H 3-Medium
Hidden -flowered 1906-05-04 H 5-Very
Witchgrass Low
Golden -crest
Raven's Seedbox
Shrubby Seedbox
Snowy Orchid
Twisted -leaf
Goldenrod
Coastal Goldenrod
1973-06-01 H 3-Medium
1963-09-15 H 4-Low
1978-07-28 H 4-Low
1989-07-07 X 3-Medium
1964-11-22 H 3-Medium
1963-11-29 H 4-Low
Proposed
Endangered
Threatened
Threatened
Similar
Appearance
Special
Concern
Threatened
G3G4T S3
3
G2G3 S2
Threatened G2G3 S1N
Threatened G5 S3
Special G5T5 S2S3
Concern
Threatened G4? S2
Endangered G4 S1
Significantly G5 S1
Rare Other
Significantly G3G4 S2
Rare 0
Throughout
Endangered G4 S2
Endangered G1G2 S1
Threatened G5 S2
Endangered G5 SH
Endangered G4G5 S1
Threatened G1 S1
Page 3 of 5

No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Nameam. T Owner Owner Type
NC Department of Transportation Mitigation Site NC Department of Transportation State
NC Department of Transportation Mitigation Site NC Department of Transportation State
New Hanover County Open Space New Hanover County Local Government
New Hanover County Open Space New Hanover County Local Government
New Hanover County Open Space New Hanover County Local Government
North Carolina Agricultural Foundation Easement The North Carolina Agricultural Foundation,Private
Inc.
North Carolina Agricultural Foundation Preserve The North Carolina Agricultural Foundation,Private
Inc.
North Carolina Agricultural Foundation Preserve The North Carolina Agricultural Foundation,Private
Inc.
Northeast New Hanover Conservancy Preserve Northeast New Hanover Conservancy Private
Town of Wrightsville Beach Open Space Town of Wrightsville Beach Local Government
NC Land and Water Fund Conservation Agreement NC DNCR, NC Land and Water Fund State
NC Land and Water Fund Conservation Agreement NC DNCR, NC Land and Water Fund State
North Carolina Agricultural Foundation Easement The North Carolina Agricultural Foundation,Private
Inc.
North Carolina Agricultural Foundation Easement The North Carolina Agricultural Foundation,Private
Inc.
North Carolina Agricultural Foundation Easement The North Carolina Agricultural Foundation,Private
Inc.
North Carolina Agricultural Foundation Easement The North Carolina Agricultural Foundation,Private
Inc.
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on November 14, 2022; source: NCNHP, Q2, July 2022. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 4 of 5

NCNHDE-19976: Centerpoint
of
0
Windemere
ig
m
v a
c_, c
S D
h
Clear Run Dr
0'
0
p
ka
e ,
e
44,O6 e� aA````�
Sao
r`1 e "a
CS
0�¢
111 'NZ
Mayfaire Town
Center
•
0
0
ae`
Country Club of
V•
,37ft
•
F `n ca w
9 use
e H,a
0.55 yo 1.1 Miles
1 4 1 1 1 1 1 1
November 14, 2022
Managed Area (MAREA)
1-1 Buffered Project Boundary
n Project Boundary
Sources: Esn. Airbus DS. USGS, NGA NASA, CGIAR. N Robinson, NCEAS.
NLS, OS, NMA, Geodataslyrelsen, Rgkswaterstaal GSA Geoland FEM.
Inlermap and the GIS user community
Sources. Esn, HERE. Garman. FAO. NOAA. USGS. OpenStteelMap
conlnbutors. and the GIS User Communrty
Page 5 of 5

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To:
Project Code: 2023-0021507
Project Name: SE 17th St Lot 16
December 05, 2022
Subject: List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
The enclosed species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and final designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. The species list fulfills the
requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the
Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). If your project area
contains suitable habitat for any of the federally -listed species on this species list, the proposed
action has the potential to adversely affect those species. If suitable habitat is present, surveys
should be conducted to determine the species' presence or absence within the project area. The
use of this species list and/or North Carolina Natural Heritage program data should not be
substituted for actual field surveys.
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered

12/05/2022 2
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts) that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a biological
evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12.
If a Federal agency determines, based on the Biological Assessment or biological evaluation, that
listed species and/or designated critical habitat may be affected by the proposed project, the
agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service
recommends that candidate species, proposed species and proposed critical habitat be addressed
within the consultation. More information on the regulations and procedures for section 7
consultation, including the role of permit or license applicants, can be found in the "Endangered
Species Consultation Handbook" at:
http://www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF
Migratory Birds: In addition to responsibilities to protect threatened and endangered species
under the Endangered Species Act (ESA), there are additional responsibilities under the
Migratory Bird Treaty Act (MBTA) and the Bald and Golden Eagle Protection Act (BGEPA) to
protect native birds from project -related impacts. Any activity, intentional or unintentional,
resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by
the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more
information regarding these Acts see https://www.fws.gov/birds/policies-and-regulations.php.
The MBTA has no provision for allowing take of migratory birds that may be unintentionally
killed or injured by otherwise lawful activities. It is the responsibility of the project proponent to
comply with these Acts by identifying potential impacts to migratory birds and eagles within
applicable NEPA documents (when there is a federal nexus) or a Bird/Eagle Conservation Plan
(when there is no federal nexus). Proponents should implement conservation measures to avoid
or minimize the production of project -related stressors or minimize the exposure of birds and
their resources to the project -related stressors. For more information on avian stressors and
recommended conservation measures see https://www.fws.gov/birds/bird-enthusiasts/threats-to-
birds.php.
In addition to MBTA and BGEPA, Executive Order 13186: Responsibilities of Federal Agencies
to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities
that might affect migratory birds, to minimize those effects and encourage conservation measures
that will improve bird populations. Executive Order 13186 provides for the protection of both
migratory birds and migratory bird habitat. For information regarding the implementation of
Executive Order 13186, please visit https://www.fws.gov/birds/policies-and-regulations/
executive-orders/e0-13186.php.

12/05/2022 3
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Code in the header of
this letter with any request for consultation or correspondence about your project that you submit
to our office.
Attachment(s):
• Official Species List
• Migratory Birds
• Marine Mammals

12/05/2022 1
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

12/05/2022
Project Summary
Project Code: 2023-0021507
Project Name: SE 17th St Lot 16
Project Type: Residential Construction
Project Description: Fill for single family residence
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/@33.91804305,-78.14398280235562,14z
Counties: Brunswick County, North Carolina

12/05/2022
Endangered Species Act Species
There is a total of 16 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Mammals
NAME
Northern Long-eared Bat Myotis septentrionalis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/9045
Tricolored Bat Perimyotis subflavus
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/10515
West Indian Manatee Trichechus manatus
There is final critical habitat for this species. Your location does not overlap the critical habitat.
This species is also protected by the Marine Mammal Protection Act, and may have additional
consultation requirements.
Species profile: https://ecos.fws.gov/ecp/species/4469
STATUS
Endangered
Proposed
Endangered
Threatened

12/05/2022 4
Birds
NAME
Piping Plover Charadrius melodus
Population: [Atlantic Coast and Northern Great Plains populations] - Wherever found, except
those areas where listed as endangered.
There is final critical habitat for this species. Your location does not overlap the critical habitat.
Species profile: https://ecos.fws.gov/ecp/species/6039
Red Knot Calidris canutus rufa
There is proposed critical habitat for this species.
Species profile: https://ecos.fws.gov/ecp/species/1864
Red -cockaded Woodpecker Picoides borealis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/7614
STATUS
Threatened
Threatened
Endangered
Reptiles
NAME STATUS
American Alligator Alligator mississippiensis Similarity of
No critical habitat has been designated for this species. Appearance
Species profile: https://ecos.fws.gov/ecp/species/776 (Threatened)
Green Sea Turtle Chelonia mydas Threatened
Population: North Atlantic DPS
There is final critical habitat for this species. Your location does not overlap the critical habitat.
Species profile: https://ecos.fws.gov/ecp/species/6199
Kemp's Ridley Sea Turtle Lepidochelys kempii Endangered
There is proposed critical habitat for this species.
Species profile: https://ecos.fws.gov/ecp/species/5523
Leatherback Sea Turtle Dermochelys coriacea Endangered
There is final critical habitat for this species. Your location does not overlap the critical habitat.
Species profile: https://ecos.fws.gov/ecp/species/1493
Loggerhead Sea Turtle Caretta caretta Threatened
Population: Northwest Atlantic Ocean DPS
There is final critical habitat for this species. Your location does not overlap the critical habitat.
Species profile: https://ecos.fws.gov/ecp/species/1110
Snails
NAME
Magnificent Ramshorn Planorbella magnifica
There is proposed critical habitat for this species. Your location does not overlap the critical
habitat.
Species profile: https://ecos.fws.gov/ecp/species/6216
STATUS
Proposed
Endangered

12/05/2022 5
Insects
NAME
Monarch Butterfly Danaus plexippus
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/9743
Flowering Plants
NAME
Cooley's Meadowrue Thalictrum cooleyi
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/3281
Rough -leaved Loosestrife Lysimachia asperulae folia
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/2747
Seabeach Amaranth Amaranthus pumilus
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/8549
STATUS
Candidate
STATUS
Endangered
Endangered
Threatened
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

12/05/2022 1
Migratory Birds
Certain birds are protected under the Migratory Bird Treaty Actl and the Bald and Golden Eagle
Protection Act2.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and consider
implementing appropriate conservation measures, as described below.
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
The birds listed below are birds of particular concern either because they occur on the
USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your
project location. To learn more about the levels of concern for birds on your list and how this
list is generated, see the FAQ below. This is not a list of every bird you may find in this location,
nor a guarantee that every bird on this list will be found in your project area. To see exact
locations of where birders and the general public have sighted birds in and around your project
area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species
on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing
the relative occurrence and abundance of bird species on your list are available. Links to
additional information about Atlantic Coast birds, and other important information about your
migratory bird list, including how to properly interpret and use your migratory bird report, can be
found below.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE
SUMMARY at the top of your list to see when these birds are most likely to be present and
breeding in your project area.
NAME
American Kestrel Falco sparverius paulus
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions
(BCRs) in the continental USA
https://ecos.fws.gov/ecp/species/9587
American Oystercatcher Haematopus palliatus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/8935
BREEDING
SEASON
Breeds Apr 1 to
Aug 31
Breeds Apr 15
to Aug 31

12/05/2022 2
NAME
Bald Eagle Haliaeetus leucocephalus
This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention
because of the Eagle Act or for potential susceptibilities in offshore areas from certain types
of development or activities.
Black Skimmer Rynchops niger
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/5234
Brown -headed Nuthatch Sitta pusilla
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions
(BCRs) in the continental USA
Chimney Swift Chaetura pelagica
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Gull -billed Tern Gelochelidon nilotica
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/9501
Lesser Yellowlegs Tringa flavipes
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/9679
Marbled Godwit Limosa fedoa
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/9481
Painted Bunting Passerina ciris
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions
(BCRs) in the continental USA
Prairie Warbler Dendroica discolor
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Red-headed Woodpecker Melanerpes erythrocephalus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Ruddy Turnstone Arenaria interpres morinella
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions
(BCRs) in the continental USA
Rusty Blackbird Euphagus carolinus
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions
(BCRs) in the continental USA
BREEDING
SEASON
Breeds Sep 1 to
Jul 31
Breeds May 20
to Sep 15
Breeds Mar 1 to
Jul 15
Breeds Mar 15
to Aug 25
Breeds May 1 to
Jul 31
Breeds
elsewhere
Breeds
elsewhere
Breeds Apr 25
to Aug 15
Breeds May 1 to
Jul 31
Breeds May 10
to Sep 10
Breeds
elsewhere
Breeds
elsewhere

12/05/2022 3
NAME
Short -billed Dowitcher Limnodromus griseus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/9480
Willet Tringa semipalmata
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Wilson's Plover Charadrius wilsonia
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Wood Thrush Hylocichla mustelina
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
BREEDING
SEASON
Breeds
elsewhere
Breeds Apr 20
to Aug 5
Breeds Apr 1 to
Aug 20
Breeds May 10
to Aug 31
Probability Of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the
FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting
to interpret this report.
Probability of Presence ( )
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4-week
months.) A taller bar indicates a higher probability of species presence. The survey effort (see
below) can be used to establish a level of confidence in the presence score. One can have higher
confidence in the presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in
the week where the species was detected divided by the total number of survey events for
that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee
was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is
0.25.
2. To properly present the pattern of presence across the year, the relative probability of
presence is calculated. This is the probability of presence divided by the maximum
probability of presence across all weeks. For example, imagine the probability of presence
in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12
(0.25) is the maximum of any week of the year. The relative probability of presence on
week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2.

12/05/2022 4
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the
probability of presence score.
Breeding Season ( )
Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across
its entire range. If there are no yellow bars shown for a bird, it does not breed in your project
area.
Survey Effort (I)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 10km grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
No Data (—)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on
all years of available data, since data in these areas is currently much more sparse.
■ probability of presence breeding season 1 survey effort — no data
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
American Kestrel 111, +111110+ ++++ I I I I I I I I 1 I I I I I I I I I I I 1 +1+ ++I+ ++++ ++++
BCC - BCR
American
Oystercatcher II-1-01+ III! +-I-111111 _L_ I I I I I I I IIII I I I I IIII 1 I _I-+ ++1+ ++++ +++1
BCC Rangewide
(CON)
Bald
Eagle
Non -BCC IIII 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Non-B
Vulnerable
I'll I111 IIII
BlackSkimmer
BCCCCRangewide 1 1 1 1 11 11 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 I -+I+ ++11 1 1 ++
(CON)
Brown -headed 1 1 1 1 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I +++ 11111 1+ 11111111
Nuthatch
BCC - BCR
Chimney Swift ++++ ++++ ++++ +111 1L 1 1 II I I I 1 1 1 1 1 ;I+++ ++10+ ++++ ++++
BCC Rangewide
(CON)
Gull -billed Tern ++++ +++ 1 1 1 1- 1 1 1 1 1 1 1 1 1 1 II 1 1 11- I+++ ++++ ++++ ++++ ++++

12/05/2022 5
BCC Rangewide
(CON)
Lesser Yellowlegs
BCC Rangewide
(CON)
Marbled Godwit
BCC Rangewide
(CON)
Painted Bunting
BCC - BCR
Prairie Warbler
BCC Rangewide
(CON)
Red-headed
Woodpecker
BCC Rangewide
(CON)
++++ ++11+ +I++ +II1 I+++ ++++ ++++ 1+1+ ++++ ++++ ++++ ++++
++++ . 1 1 1- ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ +++I
++++ ++++ ++++ +1111111 "" I1111111 ++1+ i1++ ++++ ++++
++++ ++++ ++++ ++++ lI 11! 111! 0++1 +++1 ++++ ++++ ++++
0++0 +I++ ++++ +111 +Ii11111 Ills 1111 It++ ++1+ ++11 +1++
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT
Ruddy Turnstone
BCC - BCR
Rusty Blackbird
BCC - BCR
Short -billed
Dowitcher
BCC Rangewide
(CON)
Willet
BCC Rangewide
(CON)
Wilson's Plover
BCC Rangewide
(CON)
Wood Thrush
BCC Rangewide
(CON)
+++0 +00+ ++10 ++++ 1111 ++++ +0+1 ++++ +II+ ++1+
0++0 I+++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++
+1++ 1++-I- 0M11 I+++ I+++ +++I ++++ +I++ ++1+ ++++
NOV DEC
++u1 +++I
++++ ++++
1 1 1 1 1 1 1 I I 1 I 1 I I I I I I I I +++I 111111111111 +1+ 1111 l++1
1111 1111 1111
11111111
I I I I 1111 1 1 1 I 1 1 1+++++ ++++ ++++
++++ ++++ ++++ +10+ !III 1 1 1 1 1111 1 1 1 1 1+++ ++++ ++++ ++++
Additional information can be found using the following links:
• Birds of Conservation Concern https://www.fws.gov/program/migratory-birds/species
• Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/
collections/avoiding-and-minimizing-incidental-take-migratory-birds
• Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/
documents/nationwide-standard-conservation-measures.pdf

12/05/2022 6
Migratory Birds FAQ
Tell me more about conservation measures I can implement to avoid or minimize impacts
to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize
impacts to all birds at any location year round. Implementation of these measures is particularly
important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very
helpful impact minimization measure. To see when birds are most likely to occur and be breeding
in your project area, view the Probability of Presence Summary. Additional measures or permits
may be advisable depending on the type of activity you are conducting and the type of
infrastructure or bird species present on your project site.
What does IPaC use to generate the list of migratory birds that potentially occur in my
specified location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern
(BCC) and other species that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian
Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding,
and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the 10km grid cell(s) which your project intersects, and that have been identified as
warranting special attention because they are a BCC species in that area, an eagle (Eagle Act
requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your
project area. It is not representative of all birds that may occur in your project area. To get a list
of all birds potentially present in your project area, please visit the Rapid Avian Information
Locator (RAIL) Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds
potentially occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data
provided by the Avian Knowledge Network (AKN). This data is derived from a growing
collection of survey, banding, and citizen science datasets.
Probability of presence data is continuously being updated as new and better information
becomes available. To learn more about how the probability of presence graphs are produced and
how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding, wintering or migrating in my area?
To see what part of a particular bird's range your project area falls within (i.e. breeding,
wintering, migrating or year-round), you may query your location using the RAIL Tool and look
at the range maps provided for birds in your area at the bottom of the profiles provided for each
bird in your results. If a bird on your migratory bird species list has a breeding season associated
with it, if that bird does occur in your project area, there may be nests present at some point

12/05/2022 7
within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not
breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. 'BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern
throughout their range anywhere within the USA (including Hawaii, the Pacific Islands,
Puerto Rico, and the Virgin Islands);
2. 'BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation
Regions (BCRs) in the continental USA; and
3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on
your list either because of the Eagle Act requirements (for eagles) or (for non -eagles)
potential susceptibilities in offshore areas from certain types of development or activities
(e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made,
in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC
species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles,
please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species
and groups of bird species within your project area off the Atlantic Coast, please visit the
Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides
birds that may be helpful to you in your project review. Alternately, you may download the bird
model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical
Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use
throughout the year, including migration. Models relying on survey data may not include this
information. For additional information on marine bird tracking data, see the Diving Bird Study
and the nanotag studies or contact Caleb Spiegel or Pam Loring.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid
violating the Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of
birds of priority concern. To learn more about how your list is generated, and see options for
identifying what other birds may be in your project area, please see the FAQ "What does IPaC
use to generate the migratory birds potentially occurring in my specified location". Please be
aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that
overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no

12/05/2022 8
data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey
effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of
certainty about presence of the species. This list is not perfect; it is simply a starting point for
identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you
know what to look for to confirm presence, and helps guide you in knowing when to implement
conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell
me about conservation measures I can implement to avoid or minimize impacts to migratory
birds" at the bottom of your migratory bird trust resources page.

12/05/2022 1
Marine Mammals
Marine mammals are protected under the Marine Mammal Protection Act. Some are also
protected under the Endangered Species Actl and the Convention on International Trade in
Endangered Species of Wild Fauna and Flora.
The responsibilities for the protection, conservation, and management of marine mammals are
shared by the U.S. Fish and Wildlife Service [responsible for otters, walruses, polar bears,
manatees, and dugongs] and NOAA Fisheries3 [responsible for seals, sea lions, whales, dolphins,
and porpoises]. Marine mammals under the responsibility of NOAA Fisheries are not shown on
this list; for additional information on those species please visit the Marine Mammals page of the
NOAA Fisheries website.
The Marine Mammal Protection Act prohibits the take of marine mammals and further
coordination may be necessary for project evaluation. Please contact the U.S. Fish and Wildlife
Service Field Office shown.
1. The Endangered Species Act (ESA) of 1973.
2. The Convention on International Trade in Endangered Species of Wild Fauna and Flora
(CITES) is a treaty to ensure that international trade in plants and animals does not
threaten their survival in the wild.
3. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
NAME
West Indian Manatee Trichechus manatus
Species profile: https://ecos.fws.gov/ecp/species/4469

12/05/2022
IPaC User Contact Information
Agency: Davey Resource Group
Name: John Perry
Address: 3805 Wrightsville Ave #15
City: Wilmington
State: NC
Zip: 28403
Email [e-mail]
Phone: [phone]

6.0 PREVIOUS PERMITS & MITIGATION INFORMATION
Section 404/401 Permits
Signed Mitigation Responsibility Transfer Form

Permittee:
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2017-01860 County: New Hanover U.S.G.S. Quad: NC -Wrightsville Beach
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Fairmont Properties, LLC Agent: Land Management Group
Centre Pointe, LLC Kim Williams
David Swain 3805 Wrightsville Ave
1131 B Military Cutoff Rd Suite 15
Wilmin2ton, NC 28405 Wilmington, NC 28403
Size (acres) 23.1 Nearest Town Wilmin2ton
Nearest Waterway Bradley Creek River Basin White Oak
USGS HUC 03020302 Coordinates Latitude: 34.231406
Longitude: -77.831297
Location description: Property is located east of the Wilmington Independent Living LLC, west of Eastport subdivision and
south of Mayfaire in Wilmin2ton, New Hanover County, North Carolina. Property is located north of Eastwood Road and
west of Military Cutoff.
Description of projects area and activity: This verification authorizes the discharge of fill into 0.28 acre of wetlands, 460 linear
feet of temporary stream impacts for the installation of a bottomless culvert and stream reshaping, and 0.02 acres of
permanent open water impacts and 0.006 acre of temporary of open water impacts for the installation of a bottomless culvert
for the construction of a commercial development and access roads.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide/General Permit Number: Permit Number: 39
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 3/19/2019, and the enclosed plans Wetland Impact Map Overall, Impact Sheets
2-7 dated 9/18/2017. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee
to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Rachel Capito at (910)-251-4487 or Rachel.A.Capito(ajusace.army.mil
Corps Regulatory Official: Date: 5/1/2019
Expiration Date of Verification: 3/18/2022

SAW-2017-01860
SPECIAL CONDITIONS
1. In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special
conditions listed on this form, are hereby incorporated as special conditions of this permit authorization.
2. In order for this Nationwide Permit to be valid, you must obtain 401 Water Quality Certification from
the North Carolina Division of Water Resources. The permittee shall provide the Corps with a copy of
the required certification or waiver of certification from the state prior to proceeding with the work in
waters of the U.S. The permittee shall comply with all conditions of the state certification.
3. The permittee shall employ all sedimentation and erosion control measures necessary to prevent an
increase in sedimentation or turbidity within waters and wetlands outside the permit area. This shall
include, but is not limited to, the immediate installation of silt fencing or similar appropriate devices
around all areas subject to soil disturbance or the movement of earthen fill, and the immediate
stabilization of all disturbed areas. Additionally, the project must remain in full compliance with all
aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter
113A Article 4).

Action ID Number: SAW-2017-01860 County: New Hanover
Permittee: Fairmont Properties, LLC, Centre Point, LLC, David Swain
Project Name: Centre Point
Date Verification Issued: 5/1/2019
Project Manager: Rachel Capito
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Rachel Capito
Wilmington Regulatory Office
U.S Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

CESAW — RG (File Number, SAW- 2017-01860)
Compensatory Mitigation Responsibility Transfer Form
Permittee: Fairmont Properties, LLC, Centre Point LLC, David Swain Action ID: SAW-2017-01860
Project Name: Center Point County: New Hanover
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the transfer
of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that to the
U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this form before
conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be used to provide
the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic
Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must be
provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of whether
or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger
and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and the
Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all reporting
requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03030001, White Oak River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.28
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements:
8-digit HUC and Basin: 03030001, White Oak River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.6
Mitigation Site Debited: Northeast Cape Fear Mitigation Bank
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions
for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the
mitigation identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown.
I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are currently available at the
mitigation site identified above. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation,
the USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the
mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Conditions for Transfer of Compensatory Mitigation Credit:

CESAW — RG (File Number, SAW- 2017-01860)
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the
USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from Mitigation Sponsor (NCDMS, RES, Restoration Systems, etc.), confirming
their willing and able to accept the applicants compensatory mitigation responsibility, dated Acceptance Letter Date was
included with the preconstruction notification.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls of
Neuse Road, Wake Forest, NC 27587 (email: [e-mail]). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager:
USACE Field Office:
Email:
Rachel Capito
Wilmington Regulatory Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
[e-mail]
5/1/2019
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil

DEVELOPMENT INFORMATION
NAME OF PROJECT:
CENTERPOINT
WILMINGTON, NORTH CAROLINA
NEW HANOVER COUNTY,
WILMINGTON TOWNSHIP
OWNER:
NOW/FORMERLY
FAIRMONT PROPERTIES, LLC AND
SOUTHPORT MARKET PLACE I, LLC
PARCEL #3157-10-37-2249
DEVELOPER:
JASON D. SWAIN
CENTRE POINTE, LLC
1131-B MILITARY CUTOFF RD
WILMINGTON, NC 28405
[e-mail]
[phone]
PROJECT ENGINEER/REPRESENTATIVE:
MCKIM & CREED, INC
243 NORTH FRONT ST
WILMINGTON, NC 284
[phone]
KATHRYN ESPINOZA, PE
[e-mail]
TARA S. MURPHY, PLA, LEED AP, PMP
[e-mail]
CenterPoi nt
MIXED -USE DEVELOPMENT
CITY OF WILMINGTON
PROJECT ARCHITECT/LAND PLANNER REPRESENTATIVE:
CHRIS BAUER, ASSOC. AIA, APA PRINCIPAL
CI DESIGN INC.
509 SOUTH EXETER ST
BALTIMORE, MD 21202
[e-mail]
[phone]
DISCLAIMER
THE CONCEPTUAL SITE PLAN IS PROVIDED FOR INFORMATIONAL PURPOSES
ONLY AND DOES NOT REPRESENT A FINAL SITE PLAN. THE LAND USE RIGHTS
TO BE ASSIGNED TO THE PARCELS WILL BE PURSUANT TO THE LAND USES
ALLOWED IN THE UMX ZONING DISTRICT AND PER THE CONDITIONS OF THE
ZONING APPROVED BY WILMINGTON CITY COUNCIL ON 07/13/2018.
WETLAND IMPACT DRAWINGS
APRIL 6, 2018
REVISED: MARCH 12, 2019
SCALE: 1 "=300'
/06
sd.
II II
41171,1111111
SHEET LIST TABLE
SHEET
NUMBER
SHEET TITLE
SHEET DESCRIPTION
1
G-001
COVER
2
G-002
WETLAND IMPACT MAP
OVERALL
3
WI-100
WETLAND IMPACT MAP KEY
4
WI-101
WETLAND IMPACT SHEET
5
WI-102
WETLAND IMPACT SHEET
6
WI-103
WETLAND IMPACT SHEET
7
WI-104
WETLAND IMPACT SHEET
8
WI-500
WETLAND IMPACT DETAILS
243 North Front Street
Wilmington, NC 28401
Phone: [phone]
Fax: [phone]
NC FIRM LICENSE F-1222
www.mckimcreed.com
CENTERPOINT
MC FILE: 01421-0009

EASTWOOD ROAD
0
11
ki(
PROPERTY
BOUNDARY
(TYP.) \ /
PROPOSED
MEDICAL
OFFICE
'�-8W
PROPOSED
RETAIL
PROPOSED
RETAIL
PROPOSED
PEDESTRIAN
TION
01 Impact:
0.02 ac
CAMBRIDGE VILLAGE
OF WILMINGTON
MF-MH (CD)
50'ST ".A
BUFFER
END OF i I
SEASONAL RPW
PROPOSED
PARKING DECK
illlll.
IIIIIIIIIIliIH
IMrtt 1 I
PROPOSED
OFFICE OVER
RETAIL
NCDOT FUTURE
RIGHT-OF-WAY
1
S2 Impact:
131 LF (Temp) for
Stream Enhancement
PROPOSED
RESTAURANT
OR RETAIL
P • OSED
PE ■ IAN
CON C ON
PROPOSED
RETA L
S1 Impact:
329 LF (Temp)
PROPOSED
RESTAURANT OR
RETAIL
W3 Impact: 0.10
ac (Isolated)
EXISTING
DRIVEWAY PIPE
TO BE REMOVED
PROPOSED
APARTMENT
OVER RETAIL
PROPOSED
APARTMENT
PROPOSED
STREAM PR6PU5E0
RECONFIGURATION/ jy6�
ENHANCEMENT
PROPOSED
RETAIL
EXISTING
DRIVEWAY PIPE
TO BE REMOVED
PROPOSED
APARTMENT
OVER RETAIL
PROPOSED
RESTAURANT OR
RETAIL
DRYSDALE DRIVE EXTENSION (BY NCDOT)
Stream Impacts Associated with Road to be Permitted by NC DOT
EASTPORT SUBDIVISION
(R-10)
4M K M&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fox: [phone]
NC LIC. Na. F-1222
www.mckimcreed.com
Land Management Group, Inc.
3805 Wrightsville Ave.
Wilmington, NC 28403
Phone: [phone]
r
,
T
FROPO'SE0
APARTMENT
OVER RETAIL
LEGEND
PROPOSED
PARKING DECK B
W3 Impact:
0.05 ac
(Isolated)
PROPOSED
RETAIL
PROPOSED
RESTAURANT
NCDOT FUTURE
PERMANENT
DRAINAGE EASEMENT
CENTREPOINTE, LLC
1131-B MILITARY CUTOFF ROAD
WILMINGTON, NC 28405
TEMPORARY STREAM/WETLANDS
IMPACTS
ISOLATED WETLANDS IMPACTS
PERMANENT WETLANDS IMPACTS
STREAM RESTORATION MEASURES
PROPOSED
RETAIL
PROPOSED
RESTAURANT
02 Impact:
0.006 ac (Temp)
PROPOSED
HOTEL
MAYFAIRE TOWN
CENTER (MX)
PROPOSED
CONNECTION TO
MAYFAIR
NCDOT FUTURE
PERMANENT
DRAINAGE EASEMENT
CenterPoi nt
CITY OF WILMINGTON
NEW HANOVER COUNTY NORTH CAROLINA
WETLAND IMPACT MAP OVERALL
PROJECT USE DATA
CenterPoint
PROPOSED USE
MIXED USE
DEVELOPMENT
RETAIL
127,939
RESTAURANTS
55,461
MEDICAL OFFICE (3 LEVELS AT 25,000 SF ABOVE)
75,000
OFFICE (2 LEVELS AT 15,800 SF ABOVE RETAIL)
31,600
RESIDENTIAL (300 UNITS)
285,000
HOTEL (200-KEYS)
151,000
TOTAL
726,000
PARKING SUMMARY
SPACES PROVIDED
SURFACE PARKING & ON STREET SPACES
232
DECK 'A'
789
DECK'B'
789
TOTAL
1,810
SITE DATA TABLE
PARCEL ADDRESS
1531 & 1541 EASTWOOD ROAD
BUILDING SETBACKS
REQUIRED
PROPOSED
FRONT
5-10 FT
5-10 FT
REAR
5FT
5FT
SIDE (INTERIOR)
5 FT
5 FT
TAX PARCEL IDENTIFICATION NUMBER:
3157-10-37-2249
ZONING:
UMX(CD)
TOTAL BUILT UPON AREA (BUA)
15.9 ACRES (692,451.8 SF)
TOTAL BUA (%)
68.61 %
STREAM IMPACTS
TEMPORARY STREAM IMPACTS (RESTORATION)
131 LF
TEMPORARY STREAM IMPACTS (CULVERT INSTALLATION)
329 LF
STREAM RESTORATION / ENHANCEMENT
187 LF
DATE: 9/18/2017
MCE PROJ. 9 1421-0009
DRAWN EEM
DESIGNED EEM
KCBE
TSM
CHECKED
PROJ. MGR.
I
•
•
SCALE
HORIZONTAL: RINOTED
VERTICAL:
N/A
. I€B
G-002
2
I
(STATUS: WETLANDS PLAN
NOT FOR CONSTRUCTION ofl219
GRAPHIC SCALE
150 0 75 150
1 inch = 150 it.

III III III III III III
30
50 FT BUFFER
PLAZA
(PERVIOUS MATERIAL)
5 FT
25 FT
NORMAL FLOW
CHANNEL
TYPICAL DITCH DETAIL
NOT TO SCALE
30
25
25
20
20
`o<e-17sq
28
1
15
1
15
I
O
CD O
O
N CN
N
O
N
N.
O
O
I0
0
N
1 0 + 0 0
1 1 +00
EXISTING CROSS SECTION
1• - 60' (HORIZONTAL)
1• - 5' (VERTICAL)
4M K M&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fox: [phone]
NC LLC. Na. F-1222
www.mckimcreed.com
Land Management Group. Inc.
3805 Wrightsville Ave.
Wilmington, NC 28403
Phone: [phone]
III III III III III III
50 FT BUFFER
*ANY MATERIAL INSTALLED IN THE 50' BUFFER
(HARDSCAPE) WILL BE PERVIOUS MATERIALS
CENTREPOINTE, LLC
1131-B MILITARY CUTOFF ROAD
WILMINGTON, NC 28405
36" BLACK VINYL -
COATED CHAIN LINK
FENCE PANEL (TYP.)
SQUARE TENSION TIES -
(STAGGERED POSITION
BEHIND RAILS)
3X12X18" BLOCKING AT
OUTSIDE STRINGERS
2-3/4"X16" LAG BOLTS -
DRILLED INTO CENTER
OF PILE (TYP.)
10'-0" MIN. CLEAR WIDTH
2 X 6 HANDRAIL W/
3-'4" RADIUS (TYP)
2 X 6 BOTTOM RAIL
3X12 STRINGER (TYP.)
2 X 4 SPACER (TYP)
(CONTINUOUS)
2 X 6 DECKING
CANTED 2X8 TOP RAIL PROVIDE
1/2" RADIUS CORNERS (TYP.)
4 XS POSTS @ o
5'-0" O.C.
SIMPSON LSTA12 FLAT
STRAP (EA. SIDE) (TYP.)
10X10 PILE CAP —'
SECTION A -A
NOT To SCALE
NOTE:
SIMPSON LTS12 TWIST
STRAP (TYP. EA. JOIST)
—V—
-R\-- 7.5" MIN. TIP DIAM. PILING
TYPICAL WALKWAY DETAIL
NOT TO SCALE
CLASS II RIP RAP 2'-0•
DEPTH (TYP.)
GEOTECTILE FILTER FABRIC
(TYP.)
RIP RAP WILL BE PLACED ABOVE THE OHWM.
NATURAL J
GROIJNDUNE
BOTTOMLESS CULVERT DETAIL
CenterPoi nt
CITY OF WILMINGTON
NEW HANOVER COUNTY NORTH CAROLINA
WETLAND IMPACT DETAILS
NOT TO SCALE
DATE:
MCE PROJ. $
DRAWN
DESIGNED
CHECKED
PROD. MGR.
9/18/2017
1421-0009
EEM
EEM
KCBE
7SM
I
I•
SCALE
HORIZONTAL:
VERTICAL'
NA
I
I uxFILE Num. ♦
WI-500
MAINE NUMBER
8
I
(STATUS: WETLANDS PLAN """°" ♦
l NOT FOR CONSTRUCTION 03112/19
ih
L 2"
4X4 SPACER BLOCK (TYP.)
BOTTOM OF FOOTING
FOUNDATION BY
OTHERS
DISCLAIMER
THE CONCEPTUAL SITE PLAN IS PROVIDED FOR
INFORMATIONAL PURPOSES ONLY AND DOES NOT
REPRESENT A FINAL SITE PLAN. THE LAND USE RIGHTS TO
BE ASSIGNED TO THE PARCELS WILL BE PURSUANT TO THE
LAND USES ALLOWED IN THE UMX ZONING DISTRICT, AND
PER THE CONDITIONS OF THE ZONING APPROVED BY
WILMINGTON CITY COUNCIL ON 07/13/18.

DocuSign Envelope ID: 72804725-29CF-4BA9-9CB5-3BB1AFB3443D
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Centre Pointe, LLC
Mr. David Swain
1131-B Military Cutoff Road
Wilmington NC 28405
NORTH CAROLINA
Environmental Quality
May 3, 2019
New Hanover County
DWR Project: 2018-0185
Subj ect Property: Centerpoint Development
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Swain,
You have our approval, in accordance with the attached conditions and those listed below, to
impact 0.28 acres of 404 wetlands, to temporarily impact 460 linear feet of stream, to impact 0.02
acres of open waters, and to temporarily impact 0.006 acres of open waters in order to construct a
commercial development as described in the application received by the N.C. Division of Water
Resources (DWR) on February 6, 2018, with additional information received on March 1, 2018,
April 11, 2018, March 13, 2019, and March 19, 2019. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Number 4139
(GC4139).
In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control, Non -discharge, and stormwater regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 Permit. This Certification can also be found on line at:
http://portal.ncdenr.org/web/wq/swp/ws/401/certsandpermits.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
NORTH CAROLINA
Department of Environmental Duality
North Carolina Department of Environmental Quality I Division of Water Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

DocuSign Envelope ID: 72804725-29CF-4BA9-9CB5-3BB1AFB3443D
Page 2
New Hanover County
2018-0185
The Additional Conditions of the Certification are:
1. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification. If
you change your project, you must notify the Division and you may be required to submit
a new application package with the appropriate fee. If the property is sold, the new owner
must be given a copy of this approval letter and General Certification and is responsible
for complying with all conditions. Any new owner must notify the Division and request
the Certification be issued in their name {15A NCAC 02H .0501 and .0502}.
2. Any final construction plans for this project must include or reference the application and
plans approved by the Division under this authorization letter and certification. The
applicant will also be required to evaluate all acquired permits to assure that they are
consistent and all relative impacts are accounted for and shown on the construction plans.
[15A NCAC 02H .0502 (b) and 15A NCAC 02H .0506 (4)] The applicant shall require his
contractors (and/or agents) to comply with all of the terms of this Certification and shall
provide each of its contractors (and/or agents) a copy of this Certification.
3. Turbidity Standard
The turbidity standard of 50 NTUs (Nephelometric Turbidity Units) shall not be exceeded
as described in 15 A NCAC 2B .0220. Appropriate sediment and erosion control practices
must be used to meet this standard. Turbidity curtains shall be used as appropriate. Please
notify this Office if any turbidity issues arise at 910.796.7215
4. This General Certification shall expire on the same day as the expiration date of the
corresponding General Permit. The conditions in effect on the date of issuance of the
Certification for a specific project shall remain in effect for the life of the project, regardless
of the expiration of this Certification.
5. The permittee shall require its contractors and/or agents to comply with the terms of this
permit in the construction and maintenance of this project and shall provide each of its
contractors and/or agents associated with the construction or maintenance of this project a
copy of this certification. A copy of this certification including all conditions shall be
available at the project site during the construction and maintenance of this project. [15A
NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
6. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with 303(d) of the Clean Water Act), and any other appropriate requirements
of State and Federal law. If the Division determines that such standards or laws are not

DocuSign Envelope ID: 72804725-29CF-4BA9-9CB5-3BB1AFB3443D
Page 3
New Hanover County
2018-0185
being met, including failure to sustain a designated or achieved use, or that State or Federal
law is being violated, or that further conditions are necessary to assure compliance, than
the Division may reevaluate and modify this General Water Quality Certification. [15A
NCAC 02H .0507(d)]
7. All mechanized equipment operated near surface waters or wetlands will be regularly
inspected and maintained to prevent contamination of waters and wetlands from fuels,
lubricants, hydraulic fluids or other potential toxic chemicals. In the event of a
hydrocarbon or chemical spill, the permittee/contractor shall immediately contact the
Division of Water Quality, between the hours of 8 am to 5 pm at the Wilmington Regional
Office at 910.796.7215 and after hours and on weekends call [phone].
Management of such spills shall comply with provisions of the North Carolina Oil
Pollution and Hazardous Substances Control Act. [15A NCAC 02H .0506 (b)(3) and
(c)(3), 15A NCAC 02B .0200 (3)(f), and GS 143 Article 21A].
8. Fueling, lubrication and general equipment maintenance should not take place within 50
feet of a waterbody or wetlands to prevent contamination by fuel and oils. [15A NCAC
02H .0506 (b)(3) and (c)(3) and 15A NCAC 02B .0200 (3)(f)].
9. This certification grants permission to the director, an authorized representative of the
Director, or DEQ staff, upon the presentation of proper credentials, to enter the property
during normal business hours 15A NCAC 02H.0502(e).
10. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant and/or
authorized agent is required to return a completed certificate of completion form to the
NCDEQ DWR 401 and Buffers Unit North Carolina Division of Water Resources, 1617
Mail Service Center, Raleigh, NC, 27699 within ten days of project completion. The
certification of completion is available at:
http : //portal . ncdenr. org/web/wq/swp/ws/401 /certs andp ermits/apply/forms).
Violations of any condition herein set forth may result in revocation of this Certification and
may result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification shall expire upon expiration of the 404 or CAMA Permit.
This approval and its conditions are final and binding unless contested.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by
filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH). A petition form may be obtained from the OAH at
http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for

DocuSign Envelope ID: 72804725-29CF-4BA9-9CB5-3BB1AFB3443D
Page 4
New Hanover County
2018-0185
information. Within sixty (60) calendar days of receipt of this notice, a petition must be filed with
the OAH. A petition is considered filed when the original and one (1) copy along with any
applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00 am and 5:00 pm, excluding official state holidays). The petition may be faxed
to the OAH at [phone], provided the original and one copy of the petition along with any
applicable OAH filing fee is received by the OAH within five (5) business days following the
faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DEQ:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division of Water Resources under Section 401 of the
Clean Water Act. If you have any questions, please telephone Chad Coburn in the DWR
Wilmington Regional Office at [phone] or [e-mail].
Sincerely,
,-DocuSigned by:
Aiwa sue@ iu
E3ABA14AC7DC434...
Morella Sanchez -King, Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDEQ
Enclosure: GC4139
Cc: Kim Williams — Lane Management Group (via email)
Rachel Capito — Wilmington Field Office, USACE (via email)

CESAW — RG (File Number, SAW- 2017-01860)
Compensatory Mitigation Responsibility Transfer Form
Permittee: Fairmont Properties, LLC, Centre Point LLC, David Swain Action ID: SAW-2017-01860
Project Name: Center Point County: New Hanover
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMSL who will then sign the form to verify the transfer
of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that to the
U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this form before
conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be used to provide
the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic
Unit Code (HUG), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must be
provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of whether
or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger
and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and the
Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all reporting
requirements established in their authorizing instrument.
Permitted impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03030001, White Oak River Basin
Stream Impacts (linear feet)
Warm
Cool
Cold
Riparian Riverine
Wetland Impacts (acres)
Riparian Non-Riverine
Non -Riparian
0.28
Coastal
If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements:
Stream Mitigation (credits)
8-digit HUC and Basin: 03030001, White Oak River Basin
Riparian Non-Riverine
Non -Riparian
Coastal
Mitigation Site Debited: Northeast Cape Fear Miti_Aation Bank
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. if the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions
for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the
mitigation identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown.
also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are currently available at the
mitigation site identified above. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation,
the USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the
mitigation requirements.
Mitigation Sponsor Name:
Name Spnsor's Authorized Representative:
4r------
Signaturedf3ponsors Authorized Representative
Date of Signature
Conditions for Transfer of Compensatory Mitigation Credit:

CESAW — RG (File Number, SAW- 2017-01860)
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the
USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from Miti:ation S•onsor NCDMS RES, Restoration Systems, etc.), confirming
their willing and able to accept the applicants compensatory mitigation responsibility, dated Acceptance Letter Date was
included with the preconstruction notification.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls of
Neuse Road, Wake Forest, NC 27587 (email: todd.tugwel!@usace.army.mil). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager:
USACE Field Office:
Email:
Rachel Capito
Wilmington Regulatory Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
[e-mail]
CAPITOERACHEL.ANN.153
Digitally signed by
CAPITC .RACHEL ANN.153627f790
6276790 Date: 2019.05.01 1234:46-04'00'
5/1/2019
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.niil