20171488 Ver 1_401 Application_20171117

20171488
Office Use Only:
Corps action ID no.
DWQ project no.
Forth Version
A.
Pre -Construction Notification (PCN) Form
Applicant Information
D - A51 1pis
rm
R P MITT
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
® Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 39
or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d.
Type(s) of approval sought from the DWQ (check
® 401 Water Quality Certification — Regular
❑ 401 Water Quality Certification — Express
all that apply):
❑ Non -404 Jurisdictional General Permit
❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
❑ Yes ® No
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee
program.
® Yes
❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
® Yes
❑ No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Bradley Creek Station (see Appendix A)
2b.
County:
New Hanover
2c.
Nearest municipality / town:
Wilmington
2d.
Subdivision name:
NA
2e.
NCDOT only, T.I.P. or state project no:
NA
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Bradley Creek Station, LLC (see Appendix B)
3b.
Deed Book and Page No.
Multiple
3c.
Responsible Party (for LLC if applicable):
Mr. Steve Anderson (see Appendix C)
3d.
Street address:
10 Cardinal Drive South
3e.
City, state, zip:
Wilmington, NC 28403
3f.
Telephone no.:
910.616.0483
3g.
Fax no.:
NA
3h.
Email address:
saftec.rr.com
1 (Bradley Creek Station — 15 November 2017)

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4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
P fY:
4b.
Name:
4c.
Business name (if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Dana A. Lutheran (see Appendix D)
5b.
Business name (if applicable):
Southern Environmental Group, Inc
5c.
Street address:
5315 South College Road, Suite E
5d.
City, state, zip:
Wilmington, NC 28412
5e.
Telephone no.:
910-452-2711 (office) or 910.228.1841 (cell - preferred)
5f.
Fax no.:
910-452-2899
5g.
Email address:
dlutheranGa_sepi.us
B. Project Information and Prior Project History
1.
Property Identification
1 a.
Property identification no. (tax PIN or parcel ID):
Multiple (See Appendices B and E)
1b.
Site coordinates (in decimal degrees):
Latitude: 34.2103137 Longitude: -77.845410
1c.
Property size:
5.69 +/- (See Appendix E)
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to proposed project:
Bradley Creek (see Appendix F)
2b.
Water Quality Classification of nearest receiving water:
SC;#
2c.
River basin:
White Oak (03020302)
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:
Several commercial buildings currently exist on the property. The site has historically been used as a junk yard and
for other commercial purposes. The surrounding land use is residential, commercial and/or vacant land. See
Appendix B.
3b.
List the total estimated acreage of all existing wetlands on the property:
Approximately 0.22 -acres (see Appendix E)
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: NA
3d.
Explain the purpose of the proposed project:
The purpose of the project is to construct a parking lot, which will provide 414 spaces for a proposed three story
commercial building, in Wilmington, New Hanover County, North Carolina. Please see Appendix E for details of the
proposed development. The Applicant realizes the number of parking spaces provided exceeds the minimum
required. However, in many cases, a tenant may require more spaces be available than what is required. If the
number of parking spaces were reduced, the Applicant would not meet the requirements of the tenant and possibly
lose the contract with the tenant.
3e.
Describe the overall project in detail, including the type of equipment to be used:
The project will consist of removing existing structures and impervious surface materials and preparing the site to
be graded for the proposed development. Work within the wetlands will consist of removing the vegetation and
rootmat, potentially removing some of the soil from the area, backfilling with clean earthen fill, applying crush and
run and paving the area (see Appendix E). Earth moving equipment, such as backhoes, front end loaders, dump
trucks and excavators will be used to construct the parking lot.
2 (Bradley Creek Station - 15 November 2017)

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4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the Corps
or State been requested or obtained for this property / project
®Yes [__1 No El Unknown
(including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type of
❑ preliminary ® Final
determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known): David Scibetta
Other: SEGi
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Kyle Dahl issued the JD under USACE AID # SAW -2017-00204 on 20 Sept. 2017 (see Appendix G).
S. Project History
5a. Have permits or certifications been requested or obtained for this
❑ Yes ® No ❑ Unknown
project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
NA
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
C. Proposed Impacts Inventory
1. Impacts Summary
Ia. Which sections were completed below for your project (check all that apply):
® Wetlands ❑ Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact number
Type of jurisdiction
- Permanent (P) or
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact (acres)
Temporary
if known
DW - non -404 other
W1 ®P [:IT
Fill for a parking
lot
Basin
® Yes
❑ No
® Corps
❑ DWQ
8810 SF / 0.20 AC
2g. Total wetland impacts
8810 SF / 0.20 AC
2h. Comments: Please refer to Appendix D for details of the proposed impacts.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for
all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial (PER)
Type of jurisdiction
Average
Impact
number -Permanent
or intermittent
(Corps - 404, 10
stream
length (linea
(P) or Temporary (T)
(INT)?
DWQ - non -404,
width
feet)
other)
(feet)
Sl ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
NA
3i. Comments:
3 (Bradley Creek Station - 15 November 2017)

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4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S.
then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water impact
Name of
number -
waterbody
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
(if applicable)
Temporary
O1 ❑ PEI T
4f. Total open water impacts
NA
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
PI
NA
5f. Total
NA
NA
NA
NA
NA
NA
NA
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If
any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar -Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number -
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
im act
required?
BI ❑P❑T
El Yes
❑ No
6h. Total
buffer impacts
NA
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The Applicant evaluated different configurations of the site, but due to the size and scope of this project, which is to
construct a 51,000 square foot commercial building that is to provide retail space and medical and professional
offices, as well as adequate parking for those uses, on the 4.6 -acre tract, avoidance and/or minimization efforts
were ineffective.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Silt fence, as well as other best management practices, will be utilized during the construction process. This is
necessary to ensure sediment does not discharge into the remaining wetlands and to mark the limits of authorized
impact.
4 (Bradley Creek Station - 15 November 2017)

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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 yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
2c. If yes, which mitigation option will be used for this project?
® Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Lower Cape Fear Umbrella Mitigation Bank (LCFUMB)
3b. Credits Purchased (attach receipt and letter)
I Type: Non -riparian
I Quantity: 0.20 -acre
3c. Comments: In order to determine the level of wetland mitigation this project should provide, SEGi implemented the
NC Wetland Assessment Method (NCWAM). Due to the wetland feature's position in the landscape (i.e. surrounded by
built upon area, ditches and roads), the land use in the vicinity of the project (i.e. commercial and residential) and its
relatively small size (i.e. 0.22-acer), there is little biological, physical or chemical functional value provided by the
resource. This was further supported by the NCWAM results, which reflect a LOW overall functional value rating (see
Appendix I). Therefore, the Applicant proposes to make payment for 0.20 -acre of non -riparian wetland restoration
credit to the LCFUMB. Once the agencies have approved the proposed mitigation, a Credit Reservation Letter from the
LCFUMB will be secured and forwarded to the USACE and DWR upon receipt.
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
4e. Riparian wetland mitigation requested:
4f. Non -riparian wetland mitigation requested:
4g. Coastal (tidal) wetland mitigation requested:
4h. Comments:
S. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation? If yes. you will have to fill out this entire form - please contact the State for
more information.
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of
mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet(square
Multiplier
6e.
Required mitigation
feet
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
NA
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee
responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
5 (Bradley Creek Station - 15 November 2017)

1.
Diffuse Flow Plan
Ia.
Does the project include or is it adjacent to protected riparian buffers identified within one of
❑ Yes ® No
the NC Riparian Buffer Protection Rules?
lb.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
75.3%
2b.
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The proposed development will require high density, pre and post construction stormwater permits through New
Hanover County and the NC DEMLR respectively. These permits are being sought by
Tripp Engineering.
® Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
® DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
NA
® Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs apply (check
El USMP❑
all that apply):
Water Supply Watershed.
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been attached?
❑ Yes ® No
4. DWQ Stormwater Program Review
® Coastal counties
4a.
Which of the following state -implemented stormwater management programs apply (check all
❑ HQW
❑ ORW
that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been attached?
❑ Yes ® No
S. DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
F. Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a.
Does the project involve an expenditure of public (federal/state/local) funds or the use of
❑ Yes ® No
public (federal/state) land?
1b.
If you answered "yes" to the above, does the project require preparation of an environmental
document pursuant to the requirements of the National or State (North Carolina)
❑ Yes ❑ No
Environmental Policy Act (NEPA/SEPA)?
ic.
If you answered "yes" to the above, has the document review been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules
(15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules
❑ Yes ® No
(15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
6 (Bradley Creek Station — 15 November 2017)

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3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in additional
❑ Yes ® No
development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most
recent DWQ policy. If you answered "no," provide a short narrative description.
This project is a single and complete project, as it does not open up adjacent lands to be developed and is not part of
a phased development. However, approximately 0.02 -acre of the wetland feature extends onto the adjoining
property. SEGi does not anticipate the unfilled area to remain viable and therefore, devoid of wetland function.
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from the proposed
project, or available capacity of the subject facility.
Water and sewer will be provided by the CFPUA.
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
5c.
If yes, indicate the USFWS Field Office you have contacted.
❑ Raleigh
❑ Asheville
5d.
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Based on the fact that the site has been historically man altered and is within a densely developed area of New
Hanover County, it is unlikely that any of the most common T&E species and/or their habitat exist within the project
limits.
6.
Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b.
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NC Division of Marine Fisheries Primary Nursery Area Map, which none were found for this area.
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 (e.g., National Historic Trust
❑ Yes ® No
designation or properties significant in North Carolina history and archaeology)?
7b.
What data sources did you use to determine whether your site would impact historic or archeological resources?
SEGi submitted a request for environmental review to the State Historic Preservation Office, for their review of the
project. Once their response has been received, it will be forwarded to the USACE and DWR.
S. Flood Zone Designation (Corps Requirement)
8a.
Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements: NA
8c. What source(s) did you use to make the floodplain determination?
The New Hanover County GIS website was used to make the flood zone determination (see Appendix H).
Dana A. Lutheran
% ��
15 November 2017
Applicant/Agent's Printed NameDate
-
Applicant/Agent'sSignature
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
7 (Bradley Creek Station —15 November 2017)

sr
Appendix A
Bradley Creek Station Vicinity Map
8 (Bradley Creek Station — 15 November 2017)

Appendix B
New Hanover County Parcel Info, Maps and Warranty Deeds
9 (Bradley Creek Station — 15 November 2017)

PARID: R06207-004-001-000
NEWBER THOMAS A 5808 PARK AVE
"Parcel
Alt ID
314608.99.2837.000
Address
5808 PARK AVE
Unit
City
WILMINGTON
Zip Code
-
Neighborhood
CDCO2
Class
RES -Residential
Land Use Code
958 -Unused Land
Living Units
Acres
.6
Zoning
CB -COMMUNITY BUSINESS
'Legal
Legal Description
(.60 ACRES) PT TR 20 GILES LAND
Tax District
WM
Owners
Owner
NEWBER THOMAS A
City
HAMPSTEAD
State
NC
Country
Zip
28443
THE DATA IS FROM 2016

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• address � I , ITi I 'I
0 0.0275 0.055 0.11 km
municipal limits
roads
parcels NiC GIS
N -IC GI S Services
New Hanover Courly, NC

PARID: R06207-004-011-000
NEWBER THOMAS ALFRED
Parcel
Alt ID
Address
Unit
City
Zip Code
Neighborhood
Class
Land Use Code
Living Units
Acres
Zoning
Legal
314608.89.9300.000
5809 OLEANDER DR
WILMINGTON
CDCD2
COM -Commercial
528 -Neighborhood Retail
.3536
CB -COMMUNITY BUSINESS
5809 OLEANDER DR
Legal Description
LOT 48 AZALEA HGTS
Tax District
WM
(Owners
Owner
NEWBER THOMAS ALFRED
City
HAMPSTEAD
State
NC
Country
Zip
28443
THE DATA IS FROM 2016

5809 Oleander Drive
�Y
September 8, 2016
• address
municipal limits
roads
parcels
1:2,000
0 0.015 0.03 0.06 mi
0 0.0275 0.055 0.11 km
NHC GI S
NHC GI S Services
New Hanover Courty, NC

PARID: R06207-004-024-000
NEWBER THOMAS ALFRED
iParcel
Alt ID
Address
Unit
City
Zip Code
Neighborhood
Class
Land Use Code
Living Units
Acres
Zoning
1e al
5812 PARK AVE
314608.99.3856.000
5812 PARK AVE
WILMINGTON
CDCO2
RES -Residential
958 -Unused Land
.4805
CB -COMMUNITY BUSINESS
Legal Description PT LOT 20 GILES LAND
Tax District WM
Owners
Owner
NEWBER THOMAS ALFRED
City
HAMPSTEAD
State
NC
Country
Zip
28443
THE DATA IS FROM 2016

5812 Park Ave
I
573 B
574757 9
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municipal limits
--- roads
parcels NHC GIS
NHC GI S Services
New Hanover County, NC

PARID: R06207-004-010-000
NEWBER THOMAS A 5813 OLEANDER DR
Parcel
Alt ID
314608.89.9381.000
Address
5813 OLEANDER DR
Unit
City
WILMINGTON
Zip Code
HAMPSTEAD
Neighborhood
CDCD2
Class
RES -Residential
Land Use Code
730 -Business
Living Units
1
Acres
.3264
Zoning
CB -COMMUNITY BUSINESS
;Legal
Legal Description
LOT 49 AZALEA HGTS
Tax District
WM
,Owners
Owner
NEWBER THOMAS A
City
HAMPSTEAD
State
NC
Country
Zip
28443
THE DATA IS FROM 2016

5813 Oleander Drive
-100
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September 8, 2016 1:2,000
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0 0.0275 0.055 0.11 km
municipal limits
roads
parcels N1C GIS
NHC GI S Services
New Hanover County, NC

PARID: R06207-004-008-000
NEWBERS REFRIGERATION INC
Parcel
Alt ID
Address
Unit
City
Zip Code
Neighborhood
Class
Land Use Code
Living Units
Acres
Zoning
Legal
Legal Description
Tax District
Owners
5815 OLEANDER DR
314608.99.1341.000
5815 OLEANDER DR
WILMINGTON
CDCD2
COM -Commercial
958 -Unused Land
.3158
CB -COMMUNITY BUSINESS
LOT 51 AZALEA HGTS
WM
Owner
NEWBERS REFRIGERATION INC
City
WILMINGTON
State
NC
Country
Zip
28403
THE DATA IS FROM 2016

PARID: R06207-004-009-000
NEWBERS REFRIGERATION INC
Parcel
Alt ID
314608.99.0352.000
Address
5815 OLEANDER DR
Unit
NC
City
WILMINGTON
Zip Code
-
Neighborhood
CDCD2
Class
COM -Commercial
Land Use Code
761 -Repair (non auto)
Living Units
Acres
.3213
Zoning
CB -COMMUNITY BUSINESS
5815 OLEANDER DR
Owner
NEWBERS REFRIGERATION INC
City
WILMINGTON
State
NC
Country
Zip
28403
THE DATA IS FROM 2016

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PARID: R06207-004-008-000
NEWBERS REFRIGERATION INC
Parcel
Alt ID
Address
Unit
City
Zip Code
Neighborhood
Class
Land Use Code
Living Units
Acres
Zoning
314608.99.1341.000
5815 OLEANDER DR
WILMINGTON
CDCD2
COM -Commercial
958 -Unused Land
.3158
CB -COMMUNITY BUSINESS
;Legal
Legal Description LOT 51 AZALEA HGTS
Tax District WM
,Owners
5815 OLEANDER DR
Owner
NEWBERS REFRIGERATION INC
City
WILMINGTON
State
NC
Country
Zip
28403
THE DATA IS FROM 2016

Book 6051 Page 911
BK: RB 6061
r%RDE 920
2017011669
NO FEE MOD
04-131017
NSHANOVER COUNTY, NC
STATE OF NO
02:0"06 PM
M YT14EUSCHBEASLEY
REALESTATE
EXTX$26W.00
BY,ANDREACRESNCLL REGISTER OF DEEM
A8818TANi
PREPARED BY: SIEGEL & RHODENHISER, PLLC ,-440Y+ A: Ai";/'A Inoo•w
STATE OF NORTH CAROLINA Tax ID No.: SEE EXHIBIT A
COUNTY OF NEW HANOVER
REVENUE STAMPS: $2,850.00
This property was the Grantor's primary residence. Property Taxes are paid thra 2016.
WARRANTY DEED
THIS DEED, made this day of AP RI , 2017, by THOMAS A. NEWBER AKA
THOMAS ALFRED NEWBER and wife, BLANCHE E. NEWBER AKA BLANCHE
ELIZABETH NEWBER, NEWBER'S REFRIGERATION, INC. AKA NEWBERS
REFRIGERATION, INC. AKA NEWBERSI REFRIGERATION, INC., a North Carolina
corporation, 'of 341 DOGWOOD LANE, HAMPSTEAD, NC 28443, GRANTOR, to,
BRADLEY CREEK STATION LLC, a North Carolina limited liability company, of. 10
SOUTH CARDINAL DRIVE, WILMINGTON, NC 28403, GRANTEE;
WITNESSETH:
That said Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has bargained and sold, and by these presents does grant, bargain, sell and
convey unto the Grantee in fee simple, all that certain lot, trAct, or parcel of land situated in the
County of NEW HANOVER and State of North Carolina, and more particularly described as
follows:
SEE ATTACHED EXHIBIT A
TO HAVE AND TO HOLD the aforesaid lot, tract, or parcel of land, and all privileges and
appurtenances thereto belonging to the said Grantee in fee simple; subject, however, to the
exceptions, reservations and conditions herein referred to.

Book 6051 Page 912
And the Grantor covenants with the Grantee, that Grantor is seized of said premises in fee
and has the right to convey in fee simple; that the title is marketable and free and clear of all
encumbrances; and that Grantor will warrant and defend _the title against the lawful claims of all -
persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions: (a) subject to
County and Local Zoning Ordinances; (b) subject to standard easements for utilities; (c) restrictive
covenants of record, if any; (d) ad valorem taxes for currbnt year.
The' designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular; plural, masculine, feminine or neuter as required
by context.
IN WITNESS WHEREOF, the said Grantor has hereunto set his hand and seal, or if
corporate, has caused this instrument to be signed in its corporate name by its duly authorized
officers and its seal to be hereunto affixed by authority of its Board of Directors, the day and year
first above written.

Book 6051 Page 916
Trao 11 • 048
BIMINNING at the goint of Intersection of the easterp- line of Azalea Drive, 8 R No. 1867 (50.0 foot
right of way),with the northern line of U.S. bllghway •74-7t (100.0 foot right of way) Running thence
from said point of beginning with ttie eastern lino of Mated Drive, North 29 degrees 30 minutes east
237.0 feet to a point, the point of intersection of the eastern line of Azalea Drive with the southern line of
Marguerite Drlvp, thence with the southern line of Marguerite Drive North 87 degree$ 03 minutes East
22.83 fact to a point, thence South 02 degrees 37 minutes 15a'st 200.0 feet to a point In the northern line of
U.S. Highway' 74.76, said point being the common Gomer between Lot 49 and Lot 48, Azalea Heights
Subdivision, as the same Is described below; thence with the northern line of said frllghwoy South 87
degrees 03 minutes West 150.0 feet to the point of beglntting and being all of Let 48, Azalea Heights
Subdivision as the same is shown on a map recorded In Map Book 5 at Page 69 of the New Hanover
County Registry. Said Lot being subject to the N.C.D.O.T. sight easement across the southwest comer of
said lot, as well 49 encroachments, If any, as shown on a map of survey prepared by Robert H. Gosloo,
R.L.S. No. L-1195, for Thomas R, Allen in February, 1984, a copy of said map being annexed to the
certain deed recorded in Book 1246 at Page 1462 of -the New Hanover County Registry. Said map Is
hereby adopted and Incorporated by reference as a more accurate description of said premises.
TMetA; R06-207-Q04-010-QOQ
'BEING all of Lqt 49 Azalea Heights, a subdivision of Tmot 21 and 22 of thQ Giles Land, as the same is
shown on a map prepared by E.M. Sears, Jr., Surveyor, March 26, 1953, and registered in Map Book 5,
Page 69, New Hanover County Registry.
IMel 39 AQ604-QQ 14
BEING all of Lot'50 of Azalea Heights, a subdivision of Tracts 21 and 22 of the Giles land, as the same
Is shown on a map prepared by E.M. Sears, Jr., Surveyor, March 26, 1953, and recorded in Map Book 5
Page 69 of the words of the Register of Deeds of New Hanover County.
3kW At HQ{207;000000
BEING all of Lot St of Azalea Heights, a subdivision of Tmots 21 and 22 of the Giles land, as the same
is shown on a map prepared by E.N. Sears, Jr., Surveyor, March 26, 1953, and recorded in Map Book 5
Page 69 of the records of the Register of heeds of Now Hanover County.
Trot : 4 1
BEGINNING at a po�Eastorn right of way -line of Azalea Boulevard, as shown on Map entitled
"Subdivision of Tracts 21 and 22 Giles Land" recorded in Map Book 5, Page 69 of the New Hanover
County Registry, said beginning point being the. Southeastern corner of Lot 60 as shown on sold Map;
running thence Eastw$rdly &nd Southeastwardly along the Southern line of Lots 60, 61, 62 and 63 as
shown on said Map, to the Southeastern corner of Lot 63 0 shown on that said Map; thence South 29

Book 6051 Page 917
degrees 30 minutes West 50 feet to the Northeastern Conner of Lot 51 ag Shown op said Map; thence
Westwardly and Southwestwardly along the Western line of Lpts 51, $0, 49 and 48 to the Northwestern
corner of Lot 48 as shown on said Map, in the Eastern line of Azalea Boulevard; thence Northeastwardly
along the Eastern line of Azalea Boulevard to the Southwestern corner of Lot 60 as shown on said Map;
the point of beginning; the same being all of Marguerite Drlve lying Eastwardly and Southeastwardly of
Azalea Boulevard as shown on the aforesaid map.
Tl. q S1 not'z07004-0Q5.000
BEING all of Lot 60 of Azilea Heights Subdivision as the same Is shown on it map thereof recorded in
Map Book 5, Page 69, in the Office of the Register of Deeds of New Hanover County.
IrAst 7: 806907-004006-006
BEING all of Lot 61 of Azalea Heights, a subdivision of Tract 21 and 22 of the Giles Land as the same is
shown on a map prepared by E.M. Sears, Jr., Surveyor, and recorded in Map Book 5, Page 69 of the New
Hanover County Registry.
ra t 8: R 6 7-004-0 7.0 0
BE1NG all of Lots 62 and 63, according to a Map of Azalea Heights, recorded in Map Book 5, Page 69,
and being the some property conveyed to John Fred Newber and wife Dorothy Newber, by deed recorded
In Booj 544, Page 7, both of New Hanover County Registry.
Ir et,9- EQ6207-004004000
PMY61 A:
BEGINNING at a point in the easterly line of Azalea Drive that is locato 300 feet southwardly along the
eastern line of Azalea Drive from its intersection with the southern line of the Tide Water Power
Company's right-of-way said point being the northwesterly corner of the tract conveyed. to Junious T.
Gideon by deed recorded In Book 582 at page 193 of the Now Hanover County Registry; running thence
S. 60 degrees 30' E. 281.54 feet; thence N. 29 degrees 37' 13. 25.0 feet; thence N. 60 degrees 30' W.
281.$6 feet to a point in the easterly line of Azalea Drive, thence S. 29 degrees 34' W. with paid line 25.0
feet to the point of beginning; the same being a portion of Tract 20 of the Giles land near Seagate
according to a map recorded in Book of Lands and Dowers in Book B at page 28 of the New Hanover
County Registry, and being a portion of the land conveyed to A.T. GIdeon by creed recorded in Book 258
at page 310 of the New Hanover County Registry '
Parcel B.-
BEGINNING
:BEGINNING at a point in the eastern line of Azalea Drive that is located 350 feet along the eastern nine
of Azalea Drive from Its intersection with the southerly line of the Old Tide Water Power Company right-
of-way;
ight-
of way; said point being in the northerly line of Azalea Heights; running thence from said beginning point
S. 60 degrees 30' E. with said line of Azalea Heights 281.5 feet; thence N. 29 degrees 37' E. 50 feet,
thence N. 60 degrees 30' W. 281.54 feet to a point in the eastern line of Azalea Drive; thence S. 29
degrees 34' W. along the eastern line of Azalea Drive 50 fect to the point of beginning. The same being
the easterly portion of the tract conveyed to Junious T. Gideon by deed recorded in Book 582 at page 193
of the New Hanover County Registry, and also being a portion of Tract 20 of the Giles Tract near Seagate
according to a map recorded In Book of Lands and Dowers in Book B at page 28 of said Registry.

Book 6051 Page 918
Tract IN R06207-004003-000
BEGINNING at a point in the Eastern line of Tract #20, Giles Land, said point being located N. 290 37'
E. 75 feet from the Northeast corner of the Subdivision known as Azalea Heights, and running thenoe N.
600 30' West and parallel with the Northerly lino of Azalea Heights 311.56 feet to it point in the Easterly
line of Azalea Drive, if same were extended Northwardly; thence N. 290 37' E. with said line 75.0 feet;
thence S. 600 30'E, 311.62 feet to a point in the pastern line of said Tract #20; thence S. 290000' W.
with said line 75 feet to the point of beginning. The same being a portion of Tract #20 of the Giles Land,
reference being made to a map recorded in the Book of lands and Dowers, in Book B, at Page 28 of the
New Hanover County Registry.
Tract 11: R06207-004-002.000
Parcel Ai
BEGINNING at a point In the eastern line of Azalea Drive, said point being 200 feet southwandly along
the eastern line of Azalea Drive from its Intersection with the old Tide Water Power Company right-of-
way,
ight-ofway, running thence from said begiuniug point South 60 degrees 30 minutes Last 311.62 feet to a point,
thence North 29 degrees 37 minutes East 150 feet to a point, thence North 60 degrees 30 minutes West
16.2 feet to a point, thence South 84 degrees 40 minutes West 100 feet to a point, thence North and at
right angles to the first call 10 feet to a corner of Stephen Gideon, thence North 60 degrees 30 minutes
West 20$ feet to the eastern line of Azalea Drive, thence South 29 degrees 37 minutes West 100 feet
along the eastern line of Azalea DrIv6 to the point of beginning, the same being all of Tract 20 which lies
south of the right —of -way of the Tide Water Power Conppany according to the official plan of the Giles
land duly recorded In the, Registry of New Hanover County in Book of Land and Dowers Book 13, Page
28, except so much thereof as has been previously conveyed. Being the same land descripted In deed
dated July 2, 1964 from Daisy R. Gideon (widow) to Patricia Ann Brown recorded In the Registry of New
Hanover County in Book 749, Page 375.
Parcel V:
BEGINNING at a point in the eastern line of Azalea Drive, said point being 200 feet southwardly alot:g
the eastern line of Azalea Drive from its intersection with the old Tide Water Power Company right -of.
way, running thence from said bpginning point South 60 degrees 30 minutes East 311.62 feet to a point,
thence North 29 degrees 37 minutes East 150 feet to a point, thence Nath 60 degrees 30 minutes West
6.0 feet to a point, Alquest Simmons' corner; thence South 84 degrees 40 minutes West 100 feet to a
point, thence North and at right angles to the first call 5 feet, more or less, to a corner of Stephen Gideon,
thence North* 60 degrees 30 minutes West 218 feet to the eastern line of Azalea Drive, thence South 29
degrees 37 minutes West 100 feet along the eastern line of Azalea Drive to the point of beginning. Same
being'a part of Tract 20 of the Giles land as shown on a map In Book of Land and Dowers, Book % Page
28, except so much thereof as has been previously conveyed, Being the same land described in Quitclaim
Deed dated March 27, 1968 from Alquest Simmons and wife, Fvon Simmons, to Patricia Ann Brown in
the Registry of New Hanover County In Book 829, Page 370.
Tract 12: W6207-004-001-OQO fS808 Park Avea
BEGINNING at a point in the southern line of the Tidewater Co right of way, said point being South 84
degrees 40 minutes West 256.7 feet from tho intersection of the aforementioned southern line of the
Tidewater Co right of way with the eastern line of Tract 20 of the Division of the Giles Land as shown on
a map traced by J. L. Becton in 1922, and recorded In Book "B" of the Land and Dowers at Page 29 of the
New Hanover County Registry, running thence from said beginning point and along the southern line of
the aforementioned TIdewater Co right of way South 84 degrees 40 minutes West 123.7 feet to the
intersection of the eastern line of Azalea Drive , if said Azalea Drive was extended nortliwardly (said
Azalea Drive being a Street in the subdivision known as Azalea Heights and being shown on the map as

Hook 6051 Page 919
recorded in Map Book 5, at page 69 of the New Hanover County Registry), running thence with the
eastern line o the aforementioned extension of Azalea I)rivo South 29'degrees 30 minutes West 99 feet to
a point which bears North 29 degrees 30 minutes East 250.0 feet fl-om the northwestern corner of Ut 60
as shown on the aforementioned map of Azalea Heights, running thence parallel to the Northern line of
Azalea Heights South 60 degrees 30 minutes East approximately 218 feet to a point which bears South 5
degrees 20 minutes east from the point of beginning, running
Tract 133, RASO7;004-MO.Q0 WOa*Ane-1
)3eginning 4t an Iron on the southern right of way of Park Avenue (formerly the old T.W.P. Co.), said iron
Is located N 84-40-00 E 154.8 ft. from the dividing lime between tracts 19 and 20 of the Giles Land as
shown on map book 8 pages 9 End 10, said lion Is also located N 86,03-20 E 1,481.02 ft, from a P.K, nail
In the Intersection of centerlines of Park Avenue and Hinton Avenue. Proceed from said point of
beginning and S 05-20-00 E 210,00 ft. to an iron, thence N 84-40400 E 100.00 ft. to an iron, thence N 05-
20-00 W 210 ft. tq an Iron on the southern right of way of Park Avenue, thence with said right of way S
84.40-00 W 100.00 ft. to the point of beginning and containing OA82 acres according to a survey by
Hanover Design Services, P.A. in June of 2000.
Beginning at a point, said point being located in the southeastern R/W line of Azalea Drive (50' Public
R/W) as shown on Azalea Heights Subdivision map, as recorded at Map Book 5, Page 69, New Hanover
County Registry, at its intersection with the southwestern line of the now or formerly Thomas Newber
Tract as recorded in Book 1200, Page 248, New Hanover County Registry; said point also being the
northernmost corner of Lot 60, Azalea Heights Subdivision, as recorded at Map Book 5, Page 69, New
Hanover County Registry; thence from said point of beginning, North 60 degrees, 22 minutes, 8 seconds,
West a distance of 25.0 feet to a point; thence North 29 degrees, 25 minutes, 23 seconds, East a distance
of 331.53 feet to a point located in the southern R/W line of park Avenue (60' Public R/W); thence along
and with the southern R./W line of Park Avenue North 84 degrees, 17 minutes, 13 seconds, East a
distance of 30.57 feet to a point; thence South 29: degrees, 25 minutes, 23 seconds, West a distance of
349.22 feet to the point of beginning, containing 0.20 acres more or less.

Book 6081 Page 921
Prepared by & return to: Smith Moore Leatherwood LLP; 101 N. Third St., Suite 400, Wilmington, NC 28401 (DOM)
Brief Description for Index: Lots A and B, A.T, Gideon Property
Excise Tax: $310.00
Parcel No.: t(06207-004-012-000
Grantor cerli les that no portion of the property herettr conveyed includes the primary residence of Grantor.
GENERAL WARRANTY DEED
THIS GENERAL WARRANTY DEED is made this 13- day of April, 2017, by and between
GRANTOR
R. STE,WART KEELS and wife,
JAYNE T. FEELS
5817 Oleander Drive
Wilmington, NC 28412
GRANTEE
BRADLEY CREEK STATION LLC,
a North Carolina limited liability company
WITNESSETH:
10 South Cardinal Drive
Wilmington, NC 28403
That Grantor, for a valuable consideration paid by Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell, and convey unto Grantee in fee
simple, all that certain lot or parcel of land located in the State of North Carolina, County of New
Hanover, and being more particularly described as follows: (the "Property"):
See EXHIBIT A attached hereto and incorporated herein.
1
BK; RB 6061
pq
F1Gct3Ro d-926 2017011660
NO FEE S29Ao
0-13-2017 NEW HANOVER COUNTY. NO
STATE OF NC
02:07;07 PM TAMMY THEUSCH BEASLEY
REAL ESTATE
EXiXS31DA0
SY:ANDREACRFswELL REGISTEROFDEEDS
ASSISTANT
Prepared by & return to: Smith Moore Leatherwood LLP; 101 N. Third St., Suite 400, Wilmington, NC 28401 (DOM)
Brief Description for Index: Lots A and B, A.T, Gideon Property
Excise Tax: $310.00
Parcel No.: t(06207-004-012-000
Grantor cerli les that no portion of the property herettr conveyed includes the primary residence of Grantor.
GENERAL WARRANTY DEED
THIS GENERAL WARRANTY DEED is made this 13- day of April, 2017, by and between
GRANTOR
R. STE,WART KEELS and wife,
JAYNE T. FEELS
5817 Oleander Drive
Wilmington, NC 28412
GRANTEE
BRADLEY CREEK STATION LLC,
a North Carolina limited liability company
WITNESSETH:
10 South Cardinal Drive
Wilmington, NC 28403
That Grantor, for a valuable consideration paid by Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell, and convey unto Grantee in fee
simple, all that certain lot or parcel of land located in the State of North Carolina, County of New
Hanover, and being more particularly described as follows: (the "Property"):
See EXHIBIT A attached hereto and incorporated herein.
1

Book 6051 Page 922
Together with all right, title, and interest of Grantor in and to any current or former streams, alleys,
roads, streets, ways, strips, gores, or railroad rights-of-way abutting or adjoining the Property, and
together with all the improvements thereon and all privileges, easements, and appurtenances thereto
belonging,
TO HAVE AND TO HOLD the Property and all privileges and appurtenances thereto belonging to
Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has
the right to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever, other than the following exceptions:
1) Ad valorem taxes for the year 2017 and subsequent years.
2) Easements and rights -of way and any other matters recorded in the New Hanover County
Register of Deeds as of the date hereof.
3) All applicable zoning and land use ordinances, statutes, building codes and regulations.
The designations "Grantor" and "Grantee" as used herein shall include said parties, their heirs,
successors, and assigns. The designations "Grantor" and "Grantee" shall include singular, plural,
masculine, feminine, or neuter -- as required by context,
SIGNATURE, ACKNOWLEDGMENT, AND EXHIBIT PAGES FOLLOW
REMAINDER OFPAGE INTENTIONALLYBLANK
2

Book 6051 Page 924
EXHIBIT A
Beginning at a point in the Northern line of State Highway No. 20, Three Hundred and Ninety and
5/10 (390.5) feet Westwardly from its intersection with the Western line of Sebrell Avenue, running
thence South, Eighty -Eight (88) degrees, Five (5) minutes, West along the Northern line of said State
Highway No. 20, One Hundred and Thirty -Five and 2/10 (135.2) feet to the Southwestern corner of a
tract of land now or formerly owned by A.T. Gideon, thenceNorth, Thirty (3 0) degrees, Fifteen (15)
minutes East along the Western line of said tract of land now or formerly belonging to A.T. Gideon,
Two Hundred and Fifty-one and 7/10 (251.7) feet to a point in said line which is located at right
angles with aqd Two Hundred and Eleven (211) feet from the Northern line of said State Highway
No. 20, thence Southwardly and at right angles to said State Highway No. 20, Two Hundred and
Eleven (211) feet to the point of Beginning, the same being all of Lots "A" and "B", according to a
map of the Subdivision of the A.T. Gideon property by E.J.W. Anders, C.E., dated February 2,1929.

Book 6051 Page 926
M RB 6051 IIIII�IIIII��IIIIIInI�IiII�IIIII�III�I
rEOdRo26-932 2017011661 NC FEE $28.0004-13-2017 NEW HANOVER COUNTY, NO
02:07:08 PM TAMMY THEUSCH BEASLEY
BY: ANDREA CRESWELL REOISTEROFDEEDS
ASSISTANT
STATE OF NORTH CAROLINA
QUITCLAIM DEED
COUNTY OF NEW HANOVER
PREPARED BY SIEGEL & RHODENHISER, PLLC Ar»%*v" mao v"-,
PARCEL 9 R06207-004-011-000; R06207-004-010-000; 806207-004-009-000; R06207-004-
008-000; R06207-004-007-000; 806207-004-007-001; R06207-004-006-000; R06207-004-005-
000; R06207-004-004-000; R06207-004-003-000; R06207-004-002-000; 806207-004-001-000;
R06Z07-004-024-000; R06207-004-012-000
Na V"U'.L
THIS QUITCLAIM DEED, made and entered into this the x, day of �,
2017, by and between THOMAS A. NEWBER AKA, THOMAS ALFRED NEWBER and wife,
BLANCHE E. NEWBER AKA BLANCHE ELIZABETH NEWBER, NEWBERIS
REFRIGERATION, INC. AKA NEWBERS REFRIGERATION, INC. AKA NEWBERS'
REFRIGERATION, INC., a North Carolina corporation, of 341 DOGWOOD LANE,
HAMPSTEAD, NC 28443, GRANTOR, to, BRADLEY CREEK STATION LLC, a North
Carolina limited liability company, of 10 SOUTH CARDINAL DRIVE, WILMINGTON, NC
28403, GRANTEE;
WITNESSETH:
That said Grantor, for and in consideration of the sum of Ten ($10.00) Dollars to them in
hand paid, the receipt of which is hereby acknowledged, has remised and released and by these
presents does remise, release, convey and forever quitclaim unto the Grantee its successors and/or
assigns all of the right, title, claim, and interest of the Grantor in and to a certain tract or parcel of
land lying and being in New Hanover County, State of North Carolina, and more particularly
described as follows:
SEE EXI11BIT A

Book 6051 Page 927
TO HAVE AND TO HOLD the aforesaid tract or parcel of land and all privileges thereunto
belonging to them, the Grantee and successors and/or assigns, free and discharged from all right,
title, claim or interest of Grantor or anyone claiming by, through, or under Grantor.
The Grantor and Grantee as used herein shall include said parries, their heirs, successors,
and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal the day and year
first above written.

Book 6051 Page 931
Exhibit A
BEGINNING at an existing iron pipe in the northwest corner of Lot 60 as shown on plat entitled
"SUBDIVISION OF TRACT 21 & 22 GILES LAND — WRIGHTSVILLE BEACH ROAD FOR
RAY RICHARD," dated March 26, 1953, by E.M. Sears, Jr. Surveyor, recorded in Plat Book 5,
Page 69, New Hanover County Registry, said pipe being in the eastern right of way of 58't' Street
(formerly Azalea Blvd.); thence from said point of beginning, N60°15159"W 25.51 feet to and
existing Iron pipe (bent); thence N29°3112811E 331.54 feet to an iron pin set in the southern right
of way of Park Avenue; thence with the southern right of way of Park Avenue, N84°17'13"E
32.31 feet; thence continuing with the southern right of way of Park Avenue, N84°39129"E
223.70 feet to and existing Iron pipe in the northwest corner of Bobby Boyd and Deborah Boyd.,
now or formerly, (Book 4901, Page 1705); thence with the western line of Boyd, 805°20100"E
210.03 feet to an existing iron pipe in the southwest corner of Boyd; thence with the southern
line of Boyd, 859°02157"E 8.17 feet to and existing iron pipe in the southwest corner of Jamie
Price and Cynthia Price, now or formerly, (Book 5090, Page 107) and the northwest of Cecil
Hunt and Tommie Smith, now or formerly, (Book 1802, Page 624); thence with the western line
of Hunt, S30°18'55"W 152.83 feet to an existing iron pipe In the western line of Hulda Willett,
now or formerly, (Book 337, Page 504); thence continuing with the western line of Willett
830047127"W 20.22 feet and S28°1811511W 58.11 feet to aft existing iron pipe In the line of
Willett and a coater of Seagate Community Chapel, now or formerly, (Book 673, Page 29);
thence with the northern line of Seagate, N60°16'46"W 29.83 feet to an existing Iron pipe in the
northwest corner of Seagate; thence with the west line of Seagate, S29044'31 11W 74.91 feet to an
existing Iron pipe in another corner of Seagate; thence with a line of Seagate, 860°22'10"E
30.40 feet to an existing iron pipe (bent) In a corner of Seagate and the northeast corner of Lot 65
of before mentioned plat, thence along the eastern line of Lot 65, S3005012111W 17.31 feet to an
existing iron pipe and S35°0010911W 26.23 feet to a point; thence along the western line of
Seagate, S03°09105"E 191 feet to an existing iron rebar in the 4orthern right of way of Oleander
Drive/Hwy 76; thence along the northern right of way of Oleander Drive/Hwy 76, 887°17'47"W
424.76 feet to an iron pipe set; thence N31°38119"W 59.15 feet to an Iron pipe set In the eastern
right of way of 58u' Street (formerly Azalea Blvd.); thence along the western right of way of 58'x'
Street, N29025'35"E 402,56 feet to the point and place of beginning, containing 5.8569 acres,
more or less, according -to a survey entitled "BOUNDARY & LOCATION SURVEY FOR
SAMM PROPERTIES; INC." dated November 11, 2016, by Patrick C. Bristow, PLS.
RALM11

Book 6051 Page 933
BK: RB 6061 I��lI1III��IIg1ll�lll�tli�llun�
EOaRg j-937 2017011662 NC FEEVA00
04-13-2017 NEW HANOVER COUNTY, NO
02:07:09 PM TAMMY THEUSCH BEASLEY
BY: ANOREA CRESWELL REGISTER OP DEEDS
ASSISTANT
NORTH CAROLINA QUITCLAIM DEED
Excise Tax: $NTC
Parcel Identifier No. 806207-004-011-000; R06207-004-010-000; R06207-004-009-000; R06207-004-008-000;
806207-004-007-000; 806207-004-007-001; R06207-004-006-000; R06207.004-005-000; R06207-004-004-000;
R06207-004-003.000;806207-004-002-900; R96207 -004-001-000;R06207-004-024-000; R06207-004-012-000
Verified by County 9n the day of , 20
THIS DEED made this 13 day of April, 2017, by and between
R. STEWART KEELS and wife,
JAYNE T. KEELS
5817 Oleander Drlve
Wilmington, NC 28412
NC 28401 (DOM)
BRADLEY CREEK STATION LLC,
a North Carolina limited liability company
10 South Cardinal Drive
Wilmington, NC 28403
The designation Grantor and Grantee as used herein shall include said parties, their heirs;
successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as
required by context.
WITNESSETH, that the Grantor, for and in valuable consideration paid by the Grantee, the
receipt of which is hereby acknowledged, has and by these presents do remised and released and
by these presents do remise, release, and forever quitclaim into the Grantee and its heirs and
assigns all right, title, claim and Interest of the said Grantor in and to those certain tracts or
parcels of land lying and being in New Hanover County, State of North Carolina, and more
particularly described as follows:
See EXHIBIT A attached hereto and incorporated herein.
The property described herein does not include the primary residence of the Grantor.

Book 6081 Page 934
TO HAVE ANIS TO HOLD the aforesaid tracts or parcel of land and all privileges thereunto
belonging to him the said Grantee and its heirs and assigns free and discharged from all right,
title, claim Qr interest of the said Grantor or anyone claiming by, and through or under Grantor.
Title to the property hereinabove described is subject to the following exceptions:
Subject to covenants, restrictions, rights-of-way and easements of record affecting said property;
all governmental land use statutes, ordinances and regulations, including, without limitation,,
zoning, subdivision and building regulations; ad valorem taxes for the current year (prorated tQ
the date of closing) and subsequent years; and matters that would be revealed by a current and
accurate survey of the property conveyed herein.
SIGNATURIG, ACKNOWLEDGMENT, AND EXHIBIT PAGES FOLLOW
REMAINDER QFPAGE INTENTIONALLYBLANK
2

5r-Gi
Appendix C
NC Secretary of State Corporations Listing
10 (Bradley Creek Station — 15 November 2017)

11/8/2017
Business Registration Division
North Carolina
,Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh,NC 27626-0622 (919)814 400
The NC Department of the Secretary of State will be closed on Friday, November 10, 2017, in
observance of Veterans Day. We will reopen at 8:00 AM on Monday, November 13.
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Bradley Creek Station LLC
Limited Liability Company Information
Sosld:
1583855
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
3/27/2017
Fiscal Month:
January
Registered Agent:
Hollis, Robert J.
Corporate Addresses
Mailing:
10 South Cardinal Drive
Wilmington, NC 28403
Principal Office:
10 South Cardinal Drive
Wilmington, NC 28403
Reg Office:
10 South Cardinal Drive
Wilmington, NC 28403
Reg Mailing:
10 South Cardinal Drive
Wilmington, NC 28403
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager: John S Anderson
10 South Cardinal Drive
Wilmington NC 28403
Manager: Mark L Maynard , Sr
10 South Cardinal Drive
Wilmington NC 28403
Account
Login
Create
Site
Account
https://www.sosnc.gov/Search/profcorp/12722715 1 /1

Appendix D
Agent Authorization
11 (Bradley Creek Station — 15 November 2017)

5F -C3'
AGENT AUTHORIZATION FORM
LOT NO. PLAN NO. _PARCEL I.D. R06207-004-011-000, R06207-004-008-000, R06207-004-010-000,
R06207-004-024-000 R06207-004-005-000 R06207-004-009-000 R06207-004-007-001, R06207-004-006-000, R06207-004-007-000
R06207-004-001 nnn R06207-004-002-000- R06207-004-003-000- R06207-04-004-000
STREET ADDRESS: 5808 5812 Park Ave 121,123, 125 157,129 58`x' St., 5809, 5813,_ 5815 Oleander Dr.
Property Owner (please print): Bradley Creek Station, LLC
The undersigned, registered property owner of the above noted property, does hereby authorize
Southern Environmental Group, Inc. (SEGi) to act on their behalf in matters regarding areas of
environmental concern.
Property Owner's Address (if different than property above):
Mr. Steve Anderson
10 South Cardinal Drive
Wilmington, NC 28403
Telephone:
qf0$3
We heresy certify the above infq Qion submitted in this application is true and accurate to the best of
Pro
erty Owner Authorized Signature
S T-io 1/ P ycX//o V Si
Print Name
Date
SEGi Authorized Signature
Dana A. Lutheran
Print Name
11/9/2017
Date

SEGi
Appendix E
Bradley Creek Station Wetland Impact Map
12 (Bradley Creek Station — 15 November 2017)

--..USE: INC': RESIDENTIAL __..... _..NINiG: ..R- -
ZONING: R-15 I ZONING: R-15 I wc: ncolucN nrL J-�L�--� unti�T c,
For each open utility cut TIAL USE: RESIDENTIAL mw , a REVISIONS
of - EX. SSMH I --1_- ---_-- &�® ��c 70NING AO�roA g{e Description By
City streets, 0 $325 RIM 23.13 L— -� -� 1)TOOPOGGR PC COMPLETED BY PATRICK C. BRISTOW LAND
INV. 75.74
permit - _-_----- 2) SURVEYING,
C OF BUSINESS IDENTFlCATION SIGNAGE IS A
shall be required from the _--�'- ------ __ _� _ SEPARATE PROCESS. CRY OF WILMINGTON WILL NOT ALLOW
City PNor to KCcuponcy _�-_�•'_� - ® - --------_ - - ------_.nv-----_�-- OBSTRUCTIONS WITHIN THE RIGHT-OF-WAY. `'Oq
_ _ - _ _ 3 CONfAA) OR ION O FIELD VERIFY SIZE, PRIOR4To
and/Or Protect _-_-------- ___------_--- sc_--- )
acceptance. -��-'� ___ - _ ___� -_ - _ -- INVENTS AND LOCATION OF ALL EXISTING UDIIRES PRIOR TO
_ PUBu� _--- ---- INSTALLATION OF PROPOSED CONNECTIONS.
_---------- PARK A\/ENUE_�_— _ ----- _-- @ --roAi : 223.70 4) IXSTINC EASEMENS AS SHOWN
----- _ ---- w---- 5) CONTRACTOR SHALL MAINTAIN ALL-WEATHER ACCESS FOR
P4 N 177Ti•E�I,R. - 4�t19y79'�� EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.'
_ _ _ _ ec- -- - - pPPROX. ZONI UNE 6) UNDERGROUND FIRE LINES) MUST BE PERMITTED AND �• wr
a INSPECTED BY THE WILMINGTON FIRE DEPARTMENT FROM
r--- -l�xc' THE PUBLIC RIGHT-OF-WAY TO THE BUILDING. CONTACT 7HE
\Y]RTH URrn.R:.1 __�+-✓a--JIM ___ ^�'- +z `'ti£ WILMINGTON FIRE DEPARTMENT DIVISION OF FIRE AND LIFE
"•p'+a. '°`'.ty.+� R 54fETY AT 910-341-Ofi96. LO aA BION MAP
Public Services • Engineering Division I I 1 N84'1T1�'E _-- '�g4e �'*z 'q„ ba, �,• aA, ! ++ 1 APP 'V--- 20' BUFFS BOBBY L & DEBORAH L BOYO 7) BUILDING IS TYPE IIB N M
APPROVED STORMI4ATER MANAGEMENT PLAN -•�-� 443.21 ^.4. `'r "` ��� ,p ZONING: R-15 5ou0 WASTE
Date:------- Permit' f I °hy II // C M A T '35 A E` I N USE: RESIDENTIAL / ,) SITE TO USE DUMPSTER. SITE DATA:
,6L� I gy,,atyq - I TRAFFIC PROJECT ADDRESS 5815 OLEANDER DRIVE
Signed: _ i I �Y�<• gy ,oQ / 1) ALL PAVEMENT MARKINGS IN PUSUC RIGHTS-OF-WAY PROPERTY OWNER BRADLEY CREEK STATION, LLC
AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET PIN NUMBER R06207-004-024-000
I ( " I / CRY AND/OR NCDOT STANDARDS.
I I / NOTE: THE LOCATION OF THIS BOUNDARY y� o (INCLUDING SINS AND R06207-004-001-000
I i N 2) TRAFFIC CONTROL DEVICES
1 LINE IS BASED UPON DEED BOOK 5343, / 1 PAVEMENT MARKINGS) IN AREAS OPEN TO (FORM TRAFFIC R06207-004-002-000
Approved Construction Plan \ \ z PAGE 2636 AND MAY BE SUBJECT TO /ham I � I REMAINING 6929E/ly 2AC ARE To MEET MMCD (MANUAL ON UNIFORM TRAFFIC 806207-004-003-000
Nam 1 Dota }y' / CHANGE AT SUCH TIME WHEN THE OF WETLAND NOT f4TICIPATED CONTROL DEVICES) STANDARDS. R06207-004-004-000
\ SURVEYOR IS FURNISHED WITH A FULL TO REMAIN VIABL AFTER 3) CONTACT TRAFFIC ENGINEERING AT 910-341-7888 TO R06207-004-005-000
Planning \ \ TITLE REPORT. s 4 15 CONSTRUCTONHAS COMPLETED ENSURE THAT ALL TRAFFIC SIGNALS FACILITIES AND 806207-004-006-000 O
\ y " EQUIPMENT ARE SHOWN ON THE PUN. R06207-004-007-ODO
\ \ FORTY-EIGHT HOURSTAPRIOR TO INANY AT
IN 7T8HEB
Traffic \ :bea / 19 _ / - R06207-004-010-000
9 - /� \ + IsGM-OF-WAY.
Fire \ \ + +s+e• Na / °�.y °'* 000
5) ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY R06207 -004-008-
R06207-004-007-001
PANELS AND CURBING WILLBE REPLACED. 806207-004-009-000
N/F , rp \\ \ _�! N. �•` OPTIONS
° oACT 910-341-7888 TO DISCUSS STREET LIGHTING CI
806207-004-012-000 �I
1230' FATE OF WRs TO QNTFRLINE \ \ ANTHONY W & CAROL K IVEY +,- - o \ 7) ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE AREA NOT IN A FEMA 100 -YEAR FLOOD ZONE
.W ZONING: CB / Q'" /�- -'- + RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE PROPERTY
\ \ / USE: UNUSED °,,. y. - - / \� OWNER IN ACCORDANCE WITH MUTCD STANDARDS. ZONING DISTRICT CB
l.sd (FAQ Q CURB TO MOX OF PAVEMENT) - - - - _ 59'02'57'E`� B) NO Rows To BE CLOSED. CAMA LAND USE: WATERSHED RESOURCE PROTECTIOIN
?• \ \y, a / _PROPOSED VIZ=TLA FILL 8.17 N/F 9) NO STREETS PROPOSED.
PROP. 7s• coNc. APNAIT s-'/'• aLBR Toa a JAMIE K & CYNTHIA G SO) OFF SIZE PARKING PROPOSED AS SHOWN. SETBACKS REQUIRED FROM: 20'
cuRe k gIT1_ER +1 \ //^/>. IS p 8�'ii SFI O.ZD AC - o ` .GIP.,. E.LP. PRICE 11) DRIVEWAYS TO MEET CRY STANDARDS. REAR: 20'
PROP. ASA1ui ROAowAY. ETP. \ \,/ / �DtOro ('"aANoarly .4.' d 5 - - Gl J ZONING: R-15 13) ALL PARKING STALL MARKINGS AND LANE ARROWS SIDE. 0'/20'
WITHIN THE PARKING AREAS SHALL BE WHITE
\\ USE: RESIDENTIAL CORNER SIDE 20'
r \i / •i r 14) STOP SIGNS AND STREET SIGNS TO REMAIN IN PLACEPROPOSED BUILDING SETBACKS FRONT: 94.5'
Eleei. ASRwT \ \ & / ( _ ./ �� DURING CONSTRUCTION. REAR: 507.5' r ,
\ \ =ry 15) TACTILE WARNING MATS WILL BE INSTALLED ON ALL SIDE: 21.7' I••1••(
� °ap�gr WHEELCHAIR RAMPS.
I;Agff l-�i• }+, 3�f �\\\,. / rya 'ate, _ !, y_ -C'.\ ��\ CORNER SIDE: 66.5'
7 rT,
7 LANDSCAPING TRACT AREA 256,710 SF (5.89 AC) z
' N/F ` REQUIRED STREET TREES SHALL BE SUBMITTED TO THE CITY
A6/>,�\\ ':•6Ok, / IO,1gD Q E M 4 1 ``\ 1) A LANDSCAPING PLAN INDICTING THE LOCATWN OF DISTURBED AREA AC 1�
Y 2' /Y \ `` ' / �V''+.a ✓ ,* G� \v OF WILMINGTON TRAFFIC ENGINEERING DIVISION AND THE BUILDING USE RETAIL AND OFFICE
IY.. KATHRYN SISLER PARKS AND RECREATION DEPARTMENT FOR REVIEW AND
n''�^` ZONING: R-15 APPROVAL PRIOR TO THE RECORDING OF THE FINAL PLAT. p•, Q
\
E.1 -P- ,e^y' /`" ✓�\ USE: RESIDENTIAL 2) NO OBSTRUCTIONS ARE PERMITTED IN THE SPACE EXISTING BUILDING AREA 24,715 SF
BETWEEN THIRTY (3%INCHES AND TEN (10) FEET ABOVE PROPOSED BUILDING AREA (GROSS) 76,500 SF w .
``\ THE GROUND WITHIN E TRIANGULAR SITE DISTANCE. BUILDING LOT COVERAGE (26,235/256,710) 10.22% E['^H
\,( BEN j' h / 0 /\ 3) PRIOR TO AM CLEARING, GRADING OR CONSTRUCTION NUMBER OF BUILDINGS 1
LOCAL STREET WI H VERTICAL! CURB DETAIL Ns ?3 ! \\\ �/ \ ACTNITY, TREE PROTECTION FENCING WILL BE INSTALLED NUMBER OF UNITS - y
NTS AROUND PROTECTED TREES OR GROVES OF TREES AND NOF -I
BUILDING HEIGHT 45' II WWW
8 ``\ CONSTRUCTION WORKERS, TOOLS, M4TERW5. OR VEHICLES r Q
ARE PERMITTED WITHIN THE TREE PROTECTXNI FENCING. NUMBER OF STORIES 3 E W a
/ N/F / / 7q• 4) ANY TREES AND/OR AREAS DESIGNATED TO BE SF PER FLOOR (GROSS) I--�a• 0
UPPER ROOM FELLOWSHIP / / oQ/ I.P. PROTECTED MUST BE PROPERLY BARRICADED WITH FENCING 1ST FLOOR 25,500 SF ID W P,T
CHURCH Y I ! SQ 7 `�� AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE
I 1 _ - 5 O 9 THAT NO CLEARING, GRADING OR STAGING OF MATERIALS 2ND FLOOR 25,500 SF ^
ZONING: CEI ,V y / S30'a727'W Wt u OCCUR IN THOSE AREAS. 2ND FLOOR 25,500 SF
USE: CHURCH /X. SSM E.I.P 20.22 z 1� O
/ 5) TE EQUIPMENT IS ALLOWED ON SITE UNTIL ALL TREE
PROTECTION FENCINGOTE AND SILT FENCING B INSTALLED AND E.I
/ � EXISTING IMPERVIOUS AREPS: ►��711
. W APPROVED. PROTECTIVE FENCING 6 TO BE MAINTAINED (y
S / g Ry THROUGHOUT THE DURATION OF THE PROJECT CTIO AND EXISTING BUILDING 24,715 SF O rg
O 7 CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTIONS ON EXISTING PAVEMENT 5,600 SF
r 1 E,LP N/F TREE PROTECTION uenlooS. EXISTING SIDEWALK 0 SF W �-( ICI
HULDA A WI_15 6) ALL PROPOSED v1:cETAnDN WITHIN SIGHT TRIANGLES EXISTING IMPERVIOUS AREA 30,315 SF (11.89.) ,
$+, ~' r USE: RESIDENTIAL FROM
NOT INTERFERE wRH CLEAT WsuAL SIGHT uNEs PROPOSED IMPERVIOUS AREAS: Iti
ZONING: R-15cu
/ .p, FROM 30'-10'.
A /'^,% > PROPOSED BUILDING FOOTPRINT 26,235 SF.
yy 's 6rNc I ' it LFPVA PROPOSED PAVEMENT 160,930 SF T ,
/ K / ?q• ' "H" 1) WATER AND SEWER SERVICE SHALL MEET CAPE FEAR PROPOSED SIDEWALK 6,100 SF U
EJ. PUBLIC UTILITY AUTHORITY (CFPUA) DETAILS AND EXISTING IMPERVIOUS TO REMAIN 0 SF
A/ ) SO • +P� " 3 .g SPECIFICATIONS. TOTAL IMPERVIOUS 193,265 SF 75.3% F+4 'ti
X/C 0 EX. SSMH 4F / ,4 > 2) PROJECT SHALL COMPLY WITH THE CFPUA CROSS ( ) p
RSR/ '<o - • yryw EJ.P'� CONNECTION CONTROL REQUIREMENTS. WATER METER(S)
J •C `•\ T#N CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET (YJ
/ 0 AND THE STATE HAS GIVEN THEIR FINAL APPROVAL
m 12 7 • PARKING REQUIRED:
FPUA
CONSTRUCTON,F THE C HE�SHALL APPLYN DESIRES CAWANCE FOR THIS
f4• ) WATER FOR MEDICAL OFFICE z
``\ SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE MINIMUM: 1 SO (25,500 250 102 SPACES
/ LII S30MO'21'W (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPERS MAXIMUM: 1/I% (25,50070)) 15D SPACES
�\ / Ct SIDE OF THE WATER METER SO%.
IP 17.31' _-_ I PROFESSIONAL OFFICE r, p
E- i .. 4) ANY IRRIGATION SYSTEM SUPPLIED BY CFPUA WATER MINIMUM: 1 300 25,500 300 BS SPACE$ W 6
+ NOW OR FORMERLY / - y I / SHALL COMPLY WITH THE CFPLWS CONNECTION CONTROL ( / ]
/ % L I _ _ i MAXIMUM: E/200 (25,50(1/200) 128 SPACES r ,
Y BOOK 2231 PAGE 604 -')$• 1 / I 1 1 I 14 ! ` 5) ANTIDN. CALL' 910-332-6419 FOR INFORMATION,
PHILLIPS AZALEA PLAZA + i/ _\ / / / I -T
Y / 13 m I / !/ I 5) ANY BACKFLOW PREVENTION DEVICES REQUIRED M' RETAIL N C ti
CFPUA veu NEED TO BE ON THE LIST of APPROVED MINIMUM: 1/400 (23500 400) 59 SPACES I B1 ,�
DEVICES FOR USCFCCCHR OR ASSE. MAXIMUM: 1/200 (3,SOOf200) 118 SPACES 0-4 •w ++ CO
+ + / / / .. , . '... .. .• ..... ! I 6) PUBLIC WATER MAIN EXTENSION AND WATER SERVICES DELI F. to.
1,,/F / / / / "'',V. F - PROPOBED. SANITARY SEWER SERVICE PROPOSED. O I I a
/ ' - MINIMUM: 1 80 ?i %D 80 25 SPACES
(\ / PHILLIPS AZALEA PLAZA / / I 7) CONTACT THE NORTH CAROLINA ONE CALL CENTER AT Z, y Z M MSA+
INC A / / / \' I I MAXIMUM: /65 ,00 /6) 31 SPACES rp rpe
/ 6' C-900 FIRE UNE 1-800-632-4948 PRIOR TO DOING AM DIGGING, CLEARING
ZONING: CB /// }' / // / I I 8) GRAD NG. PARKING REQUIRED: 271-427 SPACES - C7
USE: UNUSED N/ / / s• \ PROPOSED 3 -STORY BUILDING ,,- B) AM IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A p OI OI z
I I PARKING PROVIDED: 414 SPACES
25.SD0 $F RETAIL P'" i RNN AND FREEZER SENSOR. t1 fq
If GO TOR TO FIELD VERIFY EXISTING WATER AND HANDICAP SPACES REQUIRED PROPOSED
51,Ooo SF OFFICE ,p: TIO 3' 13 4 I I SEWER SERVICE LOCATIONS, SIZES AND MATERIALS PRIOR TO(401-50D = 9 HANDICAP SPACES) ^ ,C v
FFE-23.0 @Pb CONSTRUCTION. ENGINEER TO BE NOTIFIED OF ANY 4 SPACES 9 HANIDCAP SPACES P4 L) d fr
4'11
4' SS SERVICE O 1.0% MIN. b,+ 3" �(- � WAS I CON
n UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN BICYCLE PARKING REQUIRED (417 SPACES) 20 a (~ p x„
Q'/ $Q�/ / MIN. 3' CCVij. I I CUr OF A CITY STREET. COMMIT 910-341-5888 FOR BICYCLE PARKING PROPOSED 20 .•1 .-� 4 O
/ Q N/F I APPLICANT: MORE DETAILS. E or EL, li,
!� / �' (I ONEIIN CHRIST CENTER INC STEVE AN CREEK STATION. LLC PBNt1AGE PUBLIC WATER AND SEWER BY CFPUA
1-7 +- / ' e '• 1 ZONING: CB I 70 S. DERSO
CARDINAL DRIVE 1) SHEET FLOW TO PROPOSED INLETS TO UNDERGROUND EXISTING WATER FLOW: 2,191 GPD
/ / +y ,W -•. •;., . ti.: T USE: CHURCH I WILMINGTON NC 28403 INFILTRATION SYSTEM. EXISTING SEWER FLOW: 1,992 GPD
/ - I PROPOSED WATER FLOW:
PHONE [phone] uuo R-aO IND m mEs
I I EMAIL: SACECAR.COM Fes_ (120 GPD/1,000 SF z 110%) 10,096 CPD
t I YG I NCDgT E TRIANGLE
SIGHT 1) ALL ERE AL, CABLE TELEVISION AND TELEPHONE PROPOSED SEWER FLOW:
N/F /r b $o DIST CE TRIANGLE 1 FACILITIES FIRE ALARM CONDUITS, STREET LIGHTING WIRING
/ \ � I Aft 120 GPD 1000 S
PHILLIPS AZALEA PLAZA �// I AND OTHER WIRING GROUNDS AND SIMILAR DEVELOPER
SHALL ( / 9.160 GPD
e`/ � / � u � CRY QO'X70' SIGHT BE PLACED .UNDERGROUND BY THE DLV ELOPER OR THE
INC /r / \ / �\ o job -> - �DIS"CE TRIANGLE I APPROPRIATE UTILITY COMPANY,
Nrl„
ZONING: CB /A3 / _ / \ I \ 2) A MINIMUM COVER OF 30 -INCHES OVER ALL PROPOSED
USE: RETAIL / // / / / \ I ? �\I SD v - ` 1Q"� 1 II J 6' RP •BACKFLOW I WATER LINES SHALL BE PROVIDED. `
/
ty PU LL2 SLTIlTY LSMT - - ... /
:aa
_---------.�- .. ... _., .. .. ..: ... ... _. �, i �, 600'SIGtlr JL4AuLL — — _ — — — — — — — — -_.
1r
( I _' N/F
I I JAN H BASS
I EGEN
PROPERTY BOUNDARY
—SS PROPOSED SEWER
— W PROPOSED WATER
— SO PROPOSED STORM DRAIN
SITE PIAN
BAR SCALE 1"=4D'
NEI
b' 2O' 0' 40' 80' 12D'
DATE 11-01-17
DESIGN PGT
DRAWN MLV
C2
SHEET 2 OF
15040
/
X. SSMH
1r
( I _' N/F
I I JAN H BASS
I EGEN
PROPERTY BOUNDARY
—SS PROPOSED SEWER
— W PROPOSED WATER
— SO PROPOSED STORM DRAIN
SITE PIAN
BAR SCALE 1"=4D'
NEI
b' 2O' 0' 40' 80' 12D'
DATE 11-01-17
DESIGN PGT
DRAWN MLV
C2
SHEET 2 OF
15040

Appendix F
DWR Water Classification Map
a
fa'v,'i:atrti'
�c' C2 ti3 C
l�niVHtElty Ct
Surface Water Classifications:
Stream Index:
18-87-24-442)
Stream
Bradley Creek
Name:
Description:
From U.S. Hwys.17, 74 8C 76
bridge to Intracoastal
'0 Seagate j
Waterway
Classification:
SC:#i
Date of
September 34, 1987
River Basan:
White Oak
What does
More info
this Class,
mean?
13 (Bradley Creek Station — 15 November 2017)

Sr-Gi
Appendix G
Newber Tracts Jurisdictional Determination
14 (Bradley Creek Station — 15 November 2017)

U.S. ARMY CORPS OF ENGINEERS - � , , r . n%1"
rr r77%
WILMINGTON DISTRICT
Action Id. SAW -2017-00204 County: New Hanover U.S.G.S. Quad: NC- Wrightsville Beach f
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Thomas Newber
341 Dogwood Lane
Hampstead, North Carolina 28443
Agent: David Scibetta
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, North Carolina 28412
Size (acres) 5.6 acres
Nearest Waterway Bradley Creek
USGS HUC 03020302
Nearest Town Wilmington
River Basin White Oak
Coordinates Latitude: 34.211 N
Longitude: -77.8445 W
Location description: The review area is located near 5815 Oleander Drive (Parcels R06207-004-011-000, R06207-004-
008-000, R06207-004-010400, R06207-004-024-000, R06207-004-005-000, R06207-004-009-000, R06207-004-007-001.
R06207-004006-000 1106207-.004.007-000 R06207-004-001-000, R06207-004-002-000 R06207-004-003-000 and
R06207-004004-000), 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 property 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 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.
X The wetlands on your project area have been delineated and the delineation has been verified by the Corps. If you wish
to have the delineation surveyed, the Corps can review and verify the survey upon completion. Once verified, this survey
will provide an accurate depiction of all areas subject to CWA and/or RHA 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

_ 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
Kyle.J.Dahl i( usace.army.mil.
C. Basis For Determination: Please see the attached Approved Jurisdictional Determination Form. The
enclosed may titled "Field Sketch of Wetlands, Newber Tract" dated September 8, 2016, accurately
depicts the extent of jurisdictional wetlands on-site.
D. Remarks:
E. Attention USDA Program Participants
This del ineation/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 1OM15
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 November 20, 2017
**It is not necessary to submit an RFA f the Division Office if you do not object to the determination in this
`��
correspondence.**
Corps Regulatory Official:
Date: September 20, 2017 Expiration Date: September 20, 2022

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15 (Bradley Creek Station — 15 November 2017)

5r-Gi
Appendix I
Bradley Creek Station NC Wetland Assessment Method
Forms and Results Pages
16 (Bradley Creek Station — 15 November 2017)

Form
NC WAM WETLAND ASSESSMENT FORM
Accompanies User Manual Version 4.1
Kaung gaiculazor version 4.1
Wetland Site Name Bradley Creek Station Date
Wetland Type I Basin Wetland Assessor Name/Organization
Level III Ecoregionj Middle Atlantic Coastal Rain Nearest Named Water Body Bradley Creek
River Basin Cape Fear USGS 8 -Digit Catalogue Unit 03020302
i` Yes C: No Precipitation within 48 hrs?
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on last page if evidence of stressors is apparent. Consider departure from reference, if
appropriate, in recent past (for instance, approximately within 10 years). Noteworthy stressors include, but are not limited
to the following.
• Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
• Surface and sub -surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby
septic tanks, underground storage tanks (USTs), hog lagoons, etc.)
• Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
• Habitat/plant community alteration (examples: mowing, clear -cutting, exotics, etc.)
Is the assessment area intensively managed? ro Yes r No
Regulatory Considerations (select all that apply to the assessment area)
I— Anadromous fish
r Federally protected species or State endangered or threatened species
r NCDWQ riparian buffer rule in effect
r Abuts a Primary Nursery Area (PNA)
r Publicly owned property
r N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
r Abuts a stream with a NCDWQ classification of SA or supplemental classifications of HQW, ORW, or Trout
r Designated NCNHP reference community
r Abuts a 303(d) -listed stream or a tributary to a 303(d) -listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
r Blackwater
r Brownwater
r Tidal (if tidal, check one of the following boxes) T. Lunar r Wind r Both
Is the assessment area on a coastal island? (' Yes (: No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver?
Does the assessment area experience overbank
normal rainfall conditions?
r Yes (9 No
( Yes t: No
Ground Surface Condition/Vegetation Condition — assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure
(VS) in the assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable,
then rate the assessment area based on evidence of an effect.
GS VS
(` A ('' A Not severely altered
B ii B Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire -plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing,
less diversity [if appropriate], hydrologic alteration)
Surface and Sub -Surface Storage Capacity and Duration — assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub -surface storage capacity and
duration (Sub). Consider both increase and decrease in hydrology. Refer to the current NRCS lateral effect of ditching guidance for
North Carolina hydric soils (see USACE Wilmington District website) for the zone of influence of ditches in hydric soils. A ditch
s 1 foot deep is considered to affect surface water only, while a ditch > 1 foot deep is expected to affect both surface and ditch
sub -surface water. Consider tidal flooding regime, if applicable.
Surf
Sub
r A
r A
Water storage capacity and duration are not altered.
r B
(1 B
Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
f: C
r C
Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation
change) (examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).

Form
3. Water Storage/Surface Relief — assessment area/wetland type condition metric (answer for non -marsh wetlands only)
Check a box in each column for each group below. Select the appropriate storage for the assessment area (AA) and the wetland
type (WT).
AA WT
3a. A (` A Majority of wetland with depressions able to pond water > 1 foot deep
{ B {- B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep
{ C C Majority of wetland with depressions able to pond water 3 to 6 inches deep
{: D (: D Depressions able to pond water < 3 inches deep
3b. l A Evidence that maximum depth of inundation is greater than 2 feet
(` B Evidence that maximum depth of inundation is between 1 and 2 feet
{+' C Evidence that maximum depth of inundation is less than 1 foot
4. Soil Texture/Structure — assessment area condition metric
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape
feature. Make soil observations within the 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for
regional indicators.
4a. r A Sandy soil
r B Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
C Loamy or clayey soils not exhibiting redoximorphic features
D Loamy or clayey gleyed soil
r E Histosol or histic epipedon
4b. C` A Soil ribbon < 1 inch
t^ B Soil ribbon 2 1 inch
4c. f A No peat or muck presence
r B A peat or muck presence
5. Discharge into Wetland — opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub -surface pollutants or discharges (Sub).
Examples of sub -surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
(` A (: A Little or no evidence of pollutants or discharges entering the assessment area
B { B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
{" C {- C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6. Land Use — opportunity metric
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources
draining to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the
assessment area (5M), and within 2 miles and within the watershed draining to the assessment area (2M). Effective riparian buffers
are considered to be 50 feet wide in the Coastal Plain and Piedmont ecoregions and 30 feet wide in the Blue Ridge Mountains ecoregion.
WS 5M 2M
r A r A r, A z 10% impervious surfaces
r B r B r B < 10% impervious surfaces
r C r C r C Confined animal operations (or other local, concentrated source of pollutants)
F— D r D r D z 20% coverage of pasture
r E r E r E z 20% coverage of agricultural land (regularly plowed land)
r F r F r, F Z 20% coverage of maintained grass/herb
r G r G r G Z 20% coverage of clear-cut land
P H r H r H Little or no opportunity to improve water quality. Lack of opportunity may result from hydrologic alterations
that prevent drainage or overbank flow from affecting the assessment area.
7. Wetland Acting as Vegetated Buffer— assessment area/wetland complex condition metric
7a. Is assessment area within 50 feet of a tributary or other open water?
r Yes to No If Yes, continue to 7b. If No, skip to Metric 8.
Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of the wetland.
Record a note if a portion of the buffer has been removed or disturbed.
7b. How much of the first 50 feet from the bank is weltand? Descriptor E should be selected if ditches effectively bypass the buffer.
A s 50 feet
(" B From 30 to < 50 feet
C From 15 to < 30 feet
D From 5 to < 15 feet
r E < 5 feet or buffer bypassed by ditches
7c. Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
r S 15 -feet wide r > 15 -feet wide (- Other open water (no tributary present)
7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water?
r Yes r No
7e. Is tributary or other open water sheltered or exposed?
r Sheltered — adjacent open water with width < 2500 feet and no regular boat traffic.
(' Exposed — adjacent open water with width 2 2500 feet or regular boat traffic.

Form
8. Wetland Width at the Assessment Area — wetland type/wetland complex metric (evaluate for riparian wetlands only)
Check a box in each column. Select the average width for the wetland type at the assessment area (WT)
and the wetland complex at the assessment areas (WC). See User Manual for WT and WC boundaries.
WT WC
A {: A z 100 feet
B (` B From 80 to < 100 feet
(' C l^ C From 50 to < 80 feet
{ D ( D From 40 to < 50 feet
(` E r E From 30 to < 40 feet
r F (` F From 15 to < 30 feet
(— G r G From 5 to < 15 feet
r H r H < 5 feet
9. Inundation Duration — assessment area condition metric
Answer for assessment area dominant landform.
{" A Evidence of short -duration inundation (< 7 consecutive days)
B Evidence of saturation, without evidence of inundation
r C Evidence of long -duration inundation or very long -duration inundation (7 to 30 consecutive days or more)
10. Indicators of Deposition — assessment area condition metric
Consider recent deposition only (no plant growth since deposition).
(i A Sediment deposition is not excessive, but at approximately natural levels.
r B Sediment deposition is excessive, but not overwhelming the wetland.
(- C Sediment deposition is excessive and is overwhelming the wetland.
11. Wetland Size — wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (Wn, the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select "K" for the FW column.
WT WC FW (if applicable)
r A (' A r A Z 500 acres
r B (` B r B From 100 to < 500 acres
r C r C ('' C From 50 to < 100 acres
('' D ( D r D From 25 to < 50 acres
r E (' E (" E From 10 to < 25 acres
(— F (' F r F From 5 to < 10 acres
r G ( G r G From 1 to < 5 acres
(" H r H C` H From 0.5 to < 1 acre
is 1 (: I (: I From 0.1 to < 0.5 acre
(` J r J (' J From 0.01 to < 0.1 acre
(' K (' K ( K < 0.01 acre or assessment area is clear-cut
12. Wetland Intactness — wetland type condition metric (evaluate for Pocosins only)
( A Pocosin is the full extent (a 90%) of its natural landscape size.
(' B Pocosin is < 90% of the full extent of its natural landscape size.
13. Connectivity to Other Natural Areas — landscape condition metric
13a. Check appropriate box(es) (a box may be checked in each column). Involves a GIS effort with field adjustment. This
evaluates. whether the wetland is well connected, (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
metric naturally vegetated area and open water (if appropriate). Boundaries are formed by four -lane roads, regularly maintained utility
line corridors the width of a four -lane road or wider, urban landscapes, fields (pasture open and agriculture), or water > 300 feet wide.
Well Loosely
(` A r A 2 500 acres
(' B (— B From 100 to < 500 acres
r C r C From 50 to < 100 acres
r D r D From 10 to < 50 acres
r E r E < 10 acres
(: F (*— F Wetland type has a poor or no connection to other natural habitats
13b. Evaluate for marshes only.
r Yes r No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14. Edge Effect — wetland type condition metric (skip for all marshes)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non -forested areas z 40 feet wide such as fields, development, roads, regularly maintained utility line corridors and clear -cuts.
Consider the eight main points of the compass.
(' A No artificial edge within 150 feet in all directions
(` B No artificial edge within 150 feet in four (4) to seven (7) directions
t: C An artificial edge occurs within 150 feet in more than four (4) directions or assessment area is clear-cut

Form
(0-
15.
:15. Vegetative Composition — assessment area condition metric (skip for all marshes and Pine Flat)
(: A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
C B Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or
clearing. It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
( C Vegetation severely altered from reference in composition. Expected species are unnaturally absent (planted stands of non -
characteristic species or at least one stratum inappropriately composed of a single species). Exotic species are dominant in
at least one stratum.
16. Vegetative Diversity— assessment area condition metric (evaluate for Non -tidal Freshwater Marsh only)
( A Vegetation diversity is high and is composed primarily of native species (<10% cover of exotics).
( B Vegetation diversity is low or has > 10% to 50% cover of exotics.
C Vegetation is dominated by exotic species (>50% cover of exotics).
17. Vegetative Structure — assessment area/wetland type condition metric
17a. Is vegetation present?
G' Yes (— No If Yes, continue to 17b. If No, skip to Metric 18.
17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non -marsh wetlands.
(: A z 25% coverage of vegetation
C B < 25% coverage of vegetation
17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non -marsh wetlands. Consider structure
in airspace
Moderate density shrub layer
above the assessment area (AA) and the wetland type (WT) separately.
f C
AA
VVT
C` A
Dense herb layer
(: A
(: A
Canopy closed, or nearly closed, with natural gaps associated with natural processes
o
C:
B
B
Canopy present, but opened more than natural gaps
U
(" C
C C
Canopy sparse or absent
o
f`' A
C A
Dense mid-story/sapling layer
(? B
C:' B
Moderate density mid-story/sapling layer
r C
(- C
Mid-story/sapling layer sparse or absent
(— A (— A Dense shrub layer
L (: B
(: B
Moderate density shrub layer
u3 C' C
f C
Shrub layer sparse or absent
9 A
C` A
Dense herb layer
tr B
C` B
Moderate density herb layer
r: C
f: C
Herb layer sparse or absent
18. Snags — wetland type condition metric
(— A Large snags (more than one) are visible (> 12 -inches DBH, or large relative to species present and landscape stability).
(:' B Not A
19. Diameter Class Distribution — wetland type condition metric
(: A Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
(" B Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12 -inch DBH.
( C Majority of canopy trees are < 6 inches DBH or no trees.
20. Large Woody Debris — wetland type condition metric
Include both natural debris and man -placed natural debris.
A Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
(: B Not A
21. Vegetation/Open Water Dispersion — wetland type/open water condition metric (evaluate for Non -Tidal Freshwater
Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
( A C B C C (: D
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22. Hydrologic Connectivity — assessment area condition metric (evaluate for riparian wetlands only)
Examples of activities that may severely alter hydrologic connectivity include intensive
ditching, fill, sedimentation, channelization, diversion, man-made berms, beaver dams, and stream incision.
C A Overbank and overland flow are not severely altered in the assessment area.
( B Overbank flow is severely altered in the assessment area.
f C Overland flow is severely altered in the assessment area.
C' D Both overbank and overland flow are severely altered in the assessment area.

NC WAM Wetland Rating Sheet
Accompanies User Manual Version 4.1
Rating Calculator Version 4.1
Wetland Site Name Bradley Creek Station Date
Wetland Type Basin Wetland Assessor Name/Organization
Notes on Field Assessment Form (Y/N)
NO
Presence of regulatory considerations (Y/N)
NO
Wetland is intensively managed (Y/N)
YES
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N)
NO
Assessment area is substantially altered by beaver (Y/N)
NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N)
NO
Assessment area is on a coastal island (Y/N)
NO
Sub -function Rating Summary
Function
Sub -function
Metrics
Rating
Hydrology
Surface Storage and Retention
Condition
NA
LOW
Sub -Surface Storage and Retention
Condition
NA
Water Quality
Pathogen Change
Condition
NA
Conditon
LOW
Condition/Opportunity
NA
Opportunity Presence? (Y/N)
NA
Particulate Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence? (Y/N)
NA
Soluble Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence? (Y/N)
NA
Physical Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence? (Y/N)
NA
Pollution Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence? (Y/N)
YES
Habitat
Physical Structure
Condition
LOW
Landscape Patch Structure
Condition
LOW
Vegetation Composition
Condition
HIGH
Function Rating Summa
Function
Metrics/Notes
Rating
Hydrology
Condition
LOW
Water Quality
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence? (Y/N)
YES
Habitat
Conditon
LOW
Overall Wetland Rating LOW