20160783 Ver 2 _IP Modification Request _20171122

jouthem environmental Groupdnc.
5515 5out6 Colke¢ge }toad, juite 1_ Wilmington, NC 28412
Prone: 910.452.271 1 rax: 910.452.2899 F mall: [e-mail]
16 November 2017
Electronic Mail
Ms. Rachel Capito
Wilmington Regulatory Field Office
US Army Corps of Engineers (USACE)
69 Darlington Avenue
Wilmington, NC 28403
[e-mail]
Mr. Robb Mairs
NC Division of Water Resources (DWR)
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Robb.Mairs&ncdenr. og_v
Re: Bailey Center (Swansboro Park) IP Modification
Swansboro, Onslow County, North Carolina
USACE AID # SAW -2008-02698
NC DWR Project # 16-0783
Dear Rachel and Robb:
[SEGi Project #: 07-113.01]
Southern Environmental Group, Inc. (SEGi) has been retained by Bailey & Fuller Properties, LLC (herein referred
to as the "Permittee") to pursue modifications to the previously issued Department of the Army (DoA) and NC
Division of Water Resources (DWR) approvals, in the form of an Individual Permit (IP) Modification and Major
Water Quality Certification (WQC) respectively. The modifications are necessary to account for changes to the site
plan, specifically the proposed number of buildings and built upon area, the reduction in wetland impacts and
subsequent reduction in compensatory mitigation.
To date, the previously authorized wetland impacts have not been undertaken. This is mainly due to Bojangles and
Starbucks finding other locations for their new buildings. This development allowed the Permittee to reduce the
number of buildings to three, which in turn enabled the project area to be reduced to 2.64 -acres of land and
prompted the need to reconfigure the site. The current site plan consists of three buildings, parking spaces,
access/egress roads, stormwater management measures and utilities. In order to facilitate the construction of the
proposed project, 0.69 -acre of non -riparian wetlands will need to be filled. This plan reduces wetland impacts by
0.32 -acre. To offset the proposed impact to the loss of wetland function that is anticipated to take place as a result
of filling 0.69 -acre of non -riparian wetland, the Permittee proposes to make payment for 1.4 -acre of non -riparian
wetland restoration credit to the Hofmann Forest Wetland Mitigation Bank. After extensive evaluations of on-site
and off-site alternatives and the incorporation of avoidance and minimization efforts, the Permittee and SEGi have
determined this proposal to be the least environmentally damaging, practicable alternative.
In addition to the modification of impacts, the Applicant is also requesting a three (3) year extension for the permit
to December 31, 2020. This will ensure ample time to complete the construction of the project.
To assist you in your decision making processes, please find attached the "Bailey Center Supplemental Document
to the Request to Modify DoA Individual Permit & DWR Water Quality Certification" packet. It is SEGi's hope the

information found within and attached to this request is sufficient and the authorizations will be issued without
delay. However, should either of you have questions or concerns or need additional information, please feel free to
contact me at 910.228.1841 or email me at dlutheran(a)segi.us.
Thank you in advance for your assistance with this project. We look forward to hearing from you.
Sincerely,
Dana A. Lutheran
SEGi Regulatory Specialist
cc: Mr. Christopher Bailey — Client
Ms. Karen Higgins — NC DWR 401 & Buffers Unit Oversight Raleigh (4 hard copies)
Mr. Robb Mairs — NC DWR 401 & Buffers Unit WiRO (1 hard copy)
Jennifer Burdette — NC DWR 401 & Buffers Unit Oversight Raleigh (jennifer.burdettekncdenr.gov)
Enclosures: (1)

Southern F nvironmental Group, Inc.
5515 j' outl, College Road, Suite E- • Wilmington, North Carolina 2841 2
910.452.2711 • Fax: [phone] • o{[e-mail]
www.segi.us
Bailey Center
Supplemental Document to the Request to Modify
DoA Individual Permit & DWR Water Quality Certification
(AID# SAW -2008-02698 & DWR# 16-0783)
Prepared for:
Bailey & Fuller Properties, LLC
405D Western Blvd.
Jacksonville, NC 28546
[phone]
Prepared by:
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
910.452.2711
Date:
16 November 2017

Bailey Center IP Modification Supplemental Document
Table of Contents
SE -G1
Section
Title
Page
I.
Introduction..............................................................................................
3
II.
Ownership...............................................................................................
3
III.
Project History ...........................................................................................
3
IV.
Current Conditions......................................................................................
3
V.
Project Description.....................................................................................
3
VI.
Purpose and Need......................................................................................
4
VII.
Alternative Analysis..................................................................................
4
A.
Off -Site Alternatives.................................................................................
4
B.
On -Site Alternatives....................................................................................
6
VIII.
Avoidance and Minimization........................................................................
6
IX.
Compensatory Mitigation...........................................................................
7
X.
Summary ................................................................................................
7
Appendices
A.
Onslow County Tax Information.....................................................................
8
B.
Bailey & Fuller Properties, LLC Sec. of State Corp Pages ........................................
9
C.
Proposed Site Plan & Wetland Impact Map ........................................................
10
2 (11/16/17)

Bailey Center IP Modification Supplemental Document 5E-Gi
I. Introduction
Bailey & Fuller Properties, LLC (herein referred to as the "Permittee") is seeking to modify their Department of
the Army (DoA) and NC Division of Water Resources (DWR) approvals to impact 1.01 -acre of wetlands
located within four (4) parcels, with one having a physical address of 810 West Corbett Avenue, Swansboro, and
Onslow County, North Carolina. The need to modify the permits is based upon changes in tenants, who were
once going to establish new businesses at the Bailey Center, namely Boj angles and Starbucks, but chose to build
elsewhere. The change in tenants prompted the Permittee to compress the development and, thereby, reduce
impacts to wetlands.
II. Ownership:
Four tracts of land, containing 4.51 -acres, were originally proposed to be developed:
Tract A— Bailey & Fuller Properties, LLC (Onslow County PIN 535520901325)
Tract B — Jerry Gower Construction Co. (Onslow County PIN 535520902562)
Tract C — Jerry Gower Construction Co. (Onslow County PIN 535520903228)
Tract D — Swansboro of Jacksonville, LLC (Onslow County PIN 535520905379)
Please refer to Appendix A for property information.
III. Project History:
The Permittee received DoA and DWR athorization to fill 1.01 -acre of non -riparian wetlands, which was
necessary to facilitate the construction of a 10,000 SF retail building; a 3,600 SF multi-purpose building; a
3,700 SF commercial building; a 3,855 SF commercial building with patio; trash dumpster facilities; 179
parking spaces; access roads and drive through lanes and two (2) wet detention ponds. The following project
numbers have been issued for the subject properties:
Issuing Agency
Action
Date Issued
Project Number
Authorized Impacts (AC)
DoA
Standard Permit
2/16/17
2008-02698
1.01 AC
DoA
Jurisdictional Determination
2/16/17
2008-02698
NA
NC DWR
Major Water Quality Certification
1/12/17
DWR# 16-0783
1.01 AC
DCM
CAMA Consistency Determination
2/6/17
CD17-0002
NA
Table 1 Project History
Copies of the above listed actions have been included with this correspondence, as Appendix B.
IV. Current Conditions:
To date, no work has taken place on the site, and the compensatory mitigation, for the previously authorized
impacts, has not been fulfilled. Tracts A and B are still vegetated with mostly herbaceous species. Tract C has
been cleared of smaller trees. The wetland feature on the site can be described as a hardwood depressional
forest, with Nyssa sylvatica var. biflora (black gum), Acer rubrum (red maple), Ulmus americana (swamp elm),
and Smilax laurifolia (greenbriar) being the predominate species. The site is located within the White Oak River
drainage Basin.
V. Project Description
As mentioned previously, Bojangles and Starbucks decided to withdraw from the contract. Therefore, Tract D
(2.77 -acre) is no longer part of the proposed development. The new project limits include Tracts A, B and part
of Tract C and encompass 2.64 -acres of land. The reduction in the number of buildings and accompanying
parking spaces prompted the need to reconfigure the site. The current site plan consists of building a 10,086 SF
Dollar General Store; 3,000 SF Verizon Store; a 7,200 SF multi -unit building; trash receptacles; 98 parking
spaces and wet detention pond and connected forebay. Please refer to Appendix C, for details of the project.
3 (11/16/17)

Bailey Center IP Modification Supplemental Document SE-Gi
Heavy machinery, such as a bulldozers, graders, back hoes, and excavators, will be utilized during the
construction process. The machinery will be used to clear the land, establish grade, and stabilize the soil and to
transport and deposit the fill material within the project boundaries. Sediment and erosion control measures will
be installed prior to commencement of land disturbing activities.
Threatened and Endangered species and archaeological concerns were addressed by coordination with the
appropriate agencies and on site reconnaissance. Findings from these studies did not reveal any areas of
concern associated within the project limits. Copies of these documents can be provided upon request.
The construction of the proposed commercial development would require filling approximately 0.69 -acre of
Section 404 jurisdictional wetlands. The fill is to be placed into one, contiguous wetland feature (see Appendix
C).
VI. Purpose and Need:
The Permittee's purpose for the project is to develop a shopping center, with a Dollar Tree, Verizon, and multi-
purpose building that will provide retail and restaurant space, and that is centrally located within Swansboro
area, to serve surrounding full-time residents and visitors. The desired service area would include Hubert, Cedar
Point, Cape Carteret and Stella, which are all within a ten-minute drive of the project area. The proposed
development consists of the following:
• 10,086 SF retail building (Dollar Tree Store);
• 2,700 SF multi-purpose building (there are potential tenants for this building);
• 3,000 SF commercial building (Verizon);
• Trash dumpster facilities;
0 93 parking spaces;
• Access roads and drive; and
0 One wet detention pond with connected forebay.
Please refer Appendix C for details of the proposed development.
VII. Alternative Analysis:
A comprehensive off-site alternatives analysis has been conducted, as part of the Individual Permit process.
SEGi applied the Section 404(b)(1) guidelines by utilizing, current Onslow County Zoning Maps, Public or
Private utility company service area information, historical aerial photography and available current land use
records, to best determine if any off-site alternatives existed which met site selection criteria.
A. Offsite Alternatives
First, the Applicant sought to use property they currently owned to construct four commercial buildings that
would serve as a Bojangles, Dollar Tree Store, Starbucks and retail shops. Second, the site must front US
Hwy 24 (Corbett Street), in Swansboro, North Carolina. The amount of road frontage would be determined by
the surrounding development, which could inhibit visibility of the proposed buildings and/or limit access into
the proposed development. Third, the site must provide adequate area for parking (i.e. determined by tenants,
the Americans with Disabilities Act (ADA) and the Town of Swansboro) and infrastructure (i.e. utilities and
stormwater management system) to support the proposed commercial buildings. Fourth, the site must be able
to support two access points, one of which, as per the TIA report (previously submitted), would require a
traffic signal. Once these criterions were met, the property was evaluated for the potential to accommodate the
project, with accompanying infrastructure (sewer and water). If the sites did met the infrastructure criterion,
then the degree of wetland impact associated with each remaining alternative site was considered to determine
which would provide the Least Environmentally Damaging Practicable Alternative (LEDPA). The table, on
the following page, contains the properties that were evaluated as alternative sites for the development:
4 (11/16/17)

Bailey Center IP Modification Supplemental Document SE-Gi
Map Key
Onslow Co. Map ID
Size
Zoning
Access from Hwy 24
1
1319-52
1.3
B-1
Yes
2
1319-78
19.0
B-1
Yes
3
1319-55
7.58
B-1
Yes
4
1319-82 & 83
4.25
B-1
Yes
5
1319-100
14.6
B-1
Yes
6**
1401-125.1
5.0
B-1
Yes
7**
1401-125.2
5.0
B-1
Yes
Table 2 Alternative site information
Figure 1 illustrates the sites that were evaluated, as part of the alternative analysis, and relative to the project
site.
Figure I Alternative site analysis map
Alternative Site 1 — 1319-52: This site did not meet the size criteria. Therefore, Alternative Site 1 was
rejected.
Alternative Site 2 — 1319-78: This site appears to meet most of the Permittee's criteria, but is too large. In
addition this site is currently being developed by Wal-Mart. Therefore, it was rejected.
Alternative Site 3 — 1319-55: While this site meets the location and visibility requirements, it does not
provide adequate frontage to Hwy. 24 and is too large, and therefore, was rejected.
Alternative Site 4 — 1319-82 & 83: This site met all of the Permittee's criteria except there is no existing
traffic light. However, this property is not for sale. Therefore, this site was rejected.
Alternative Site 5 — 1313-100: This site is too large, is not zoned business, does not have an existing
stoplight and appears to contain a large area of wetlands. Therefore, this site was rejected.
Alternative Sites 6 & 7 — 1401-125.1 and 1401-125.2: These two parcels meet the Permittee's required
criteria, but after a thorough review of real estate listings in the Swansboro area, it does not appear that this
property is for sale, and it is unclear whether or not wetland impacts would be necessary.
Proposed Site — The proposed site meets all of the Permittee's criteria for development of three (3)
commercial buildings, with associated infrastructure and parking. The Permittee already owns Tract A and is
5 (11/16/17)

Bailey Center IP Modification Supplemental Document 5E-Gi
in the process of acquiring ownership of Tract B and part of C. Therefore, this is the only alternative that was
accepted.
B. On -Site Alternatives Analysis
During the design of the project, several on-site alternatives were considered.
Alternative 1 — Current Proposed Design: This site plan was designed to accommodate two tenants (i.e.
Dollar General and Verizon), with whom the Permittee is under contract to lease the space, as well as provide
retail space for six additional businesses and associated utilities and infrastructure. The Permittee already
owns part of the land and is in negotiations with the property owner of Tracts B and C (i.e. Jerry Gower
Construction Co.), to acquire the remaining property. For this reasons, this alternative was accepted.
Alternative 2 — Utilization of other uplands within the tract to avoid impacts: This alternative was
reviewed, but the proposed site plan requires utilization of all available uplands. Therefore, this alternative
was rejected.
Alternative 3 — Minimizing the impact area: The Permittee investigated the potential of utilizing retaining
walls to minimize impacts, but was rejected due to the fact that the entire area is needed to achieve the
Permittee's stated goal and meet city's commercial development requirements.
Alternative 4 — Avoiding all impacts to wetlands: The Permittee investigated other potential means for
developing the property without impacting wetlands and has been unable to find a practicable alternative that
would achieve his stated goal. Therefore, this alternative was rejected.
VIII. Avoidance and Minimization:
Originally, the Permittee intended to access the property off West Main Street. Unfortunately, due to the heavy
amount of vehicular traffic anticipated to be generated from the development, the Town of Swansboro requested
the access road be aligned with Phillips Loop Road, which is located south of US Hwy 24. This requirement, in
conjunction with providing adequate buildable area on Tracts A and B, pushes the easement to the western
property boundary. This has not changed since the original permits were issued and, thus, avoiding the wetland
impact is not possible. Therefore, the Permittee incorporated the following avoidance and minimization efforts
into the current project design:
1. Reducing the project area enables the Permittee to avoid impacting 0.38 -acre of wetland;
2. Compressing the site plan allowed the western access road to terminate rather than extend all the way to
the back of the development, which allowed the stormwater detention pond to be relocated, removing
the need to fill 0.08 -acre of wetland; and
3. Rather than position the proposed stormwater forebay adjacent to the stormwater detention pond, which
would impact 0.08 -acre of wetlands and would be less expensive, the Permittee chose to place it on the
left hand side of the western access road, where the feature would require impacting 0.03 -acre of
wetland and would require additional stormwater infrastructure to accomplish.
Other minimization techniques that were explored included, retaining walls, underground stormwater systems,
bridges or bottomless culverts, pile supported structures and other engineering techniques which reduce the
square footage of the project, namely in the location of on-site wetlands. Many of these engineering techniques
were given the litmus test by merely reviewing the Local or State rules or by engineering design constraints. In
these cases, no design drawing were produced, as a regulatory rule will not allow it or the proposed idea would
exceed obvious engineering constraints.
Innovative stormwater design was considered as means to minimize wetland impacts within the project limits.
The only technique which would reduce the overall footprint of the stormwater system, and possibly result in
6 (11/16/17)

Bailey Center IP Modification Supplemental Document SE-Gi
reduced wetland impacts, is an underground stormwater system. Based on the location of the project and its
proximity to SA waters, this technique is not permissible with the State of North Carolina stormwater rules. For
this reason no design drawings were produced or contained within the permit application.
Due to the cumulative footprint of the finite or static aspects of the project such as buildings and required
parking and stormwater system versus the overall size of the project, very little room is left for minimization.
These features cannot be considered pile supported and the wetland is too large to utilize a bottomless culvert.
Again, these design ideas were considered but no drawings were completed as they were outside practicable
design limits.
In total, the Permittee has reduced wetland impacts from 1.01 -acre to 0.69 -acre, a difference of 0.32 -acre. Best
management practices have been incorporated into the site plan and will be utilized during the construction
process. This should ensure unauthorized impacts to wetlands do not take place during construction.
IX. Compensatory Mitigation:
The Permittee intends to offset the loss of chemical, biological and physical processes, which will be removed
as a result of the proposed fill of 0.69 -acre of non -riparian wetland, by making payment to the Hofmann Forest
Wetland Mitigation Bank (HFWMB), for 1.4 -acre of non -riparian wetland restoration credit, at a 2.03:1
mitigation -to -impact ratio (i.e. 1.4 -acre of non -riparian wetland restoration credit for 0.69 -acre of impact). Once
the mitigation proposal has been approved, a revised credit reservation letter will be secured from the HFWMB
and forwarded to the agencies upon receipt.
X. Summary
In summary, Bailey & Fuller Properties, LLC is requesting a modification to the previously issued DoA and
DWR authorizations for a proposed commercial development, to be known as The Bailey Center and to be
located in the Town of Swansboro, in Onslow County, North Carolina. The need to modify these permits is due
to a change in tenancy, which reduced the number of buildings needed and subsequently the project limits and
the amount wetland fill that would be necessary to facilitate the development. After extensive on-site and off-
site alternative analysis, as well as applying avoidance and minimization efforts, the Permittee is proposing to
fill 0.69 -acre of non -riparian wetland (0.32 -acre less than what was originally authorized). The Permittee
proposes to mitigate for the unavoidable impacts through the purchase of wetland restoration credits from the
HFWMB. The Permittee and SEGi have determined that the proposed plan is the least environmentally
damaging, practicable alternative available, to achieve the stated purpose and need.
7 (11/16/17)

Bailey Center IP Modification Supplemental Document
Appendix A
Bailey Center Parcel Information
8 (11/16/17)
SE-Gi

Parcel ID: 038157
Luc: Commercial
BAILEY & FULLER PROPERTIES LLC
Parcel
Tax Year
Property Addess
Unit Desc
Unit #
NBHD
Class
Land Use Code
Living Units
Mapping Acres
CAMA Acres
Location
Fronting
Zoning
Map #
PIN Number
Total Cards
Record Type
Legal
Legal Description
Township
City Code
Jurisdiction
Plat Book-Page/Subd #
Owner Details
Owner 1
Owner 2
Customer ID
% Ownership
Nature of Ownership
Address
Owner Mailing
Map #: 1319-265
Class: Vacant
038157
2016
810 W CORBETT AVE
4276 - CORBETT AVE COMMERCIAL
Vacant
42 - Commercial
1.14
1.14
B -1-B-1
1319-265
535520901325
1
R
NC24E
113 - SWANSBORO
22-SWANSBORO
1322 - SWANSBORO CITY
NO-SUBDIV
BAILEY & FULLER PROPERTIES LLC
184037000
100
JACKSONVILLE, NC
28541-0400
Owner 1 BAILEY & FULLER PROPERTIES LLC
Owner 2
Mailing Address PO BOX 400
JACKSONVILLE NC 28541 0400
Public Comments
Line #
Dept C
1
CONV BI
2
CONV O
Sales
Sale Date
Sale Price Grantor
15 -JAN -08
425,000
Sale Details
Deed Date
15JAN-08
Book
3003
Page
897
LT #
Instrument Type
DEED
Grantor
Grantee
BAILEY & FULLER PROPERTIES LLC
Sale Date
15 -JAN -08
Sale Type
LAND & BUILDING
Sale Validity
00 -Valid Sale
Sale Source
6 -MLS
Sale Price
425,000
Adjustment Amount
Adjusted Price
425,000
Adjustment Reason
Note 1
Nate 2
Land Summary

-AZ
• - f
16
{��Y, zi7i.
rip
PIN
16
kL
n+
rg"` t - � � • �, � r tits'
,a
d
{
f J bp'
ti
a

Parcel ID: 054776
Luc: Commercial
JERRY GOWER CONSTRUCTION CO
Parcel
Tax Year
Property Addess
Unit Desc
Unit #
NBHD
Class
Land Use Code
Living Units
Mapping Acres
CAMA Acres
Location
Fronting
Zoning
Map #
PIN Number
Total Cards
Record Type
Legal
Map #: 13196-20
Class: Vacant
054776
2016
NC HIGHWAY 24
4276 - CORBETT AVE COMMERCIAL
Vacant
42 - Commercial
.97
.97
B -1-B-1
13196-20
535520903228
1
R
Legal Description
SWANSBORO PK P1 L2
Township
113 - SWANSBORO
City Code
22-SWANSBORO
Jurisdiction
1322 - SWANSBORO CITY
Plat Book-Page/Subd #
32-139
Owner Details
Owner 1
JERRY GOWER CONSTRUCTION CO
Owner 2
09 -APR -07
Customer ID
183014001
% Ownership
100
Nature of Ownership
-
Address
7324 SIEMENS RD
Adjustment Amount
WENDELL, NC
Adjusted Price
27591
Owner Mailing
Owner 1
Owner 2
Mailing Address
Sales
JERRY GOWER CONSTRUCTION CO
7324 SIEMENS RD
WENDELL NC 27591
Sale Date Sale Price Grantor
09 -APR -07 350,000
Sale Details
Deed Date
09 -APR -07
Book
2851
Page
588
LT #
Instrument Type
DEED
Grantor
Grantee
JERRY GOWER CONSTRUCTION CO
Sale Date
09 -APR -07
Sale Type
Sale Validity
01-2 + parcels Included
Sale Source
4 -STAMPS
Sale Price
350,000
Adjustment Amount
Adjusted Price
Adjustment Reason
Note 1
Note 2
Land Summary
Line Number Land Type Land Code
1 S -Square Foot 42 -COMMERCIAL
Square Feet
42,253

I
1313265
++tip i'iy f
1319B-20 ,� #
4f,*
19B-19
L4
- r

Parcel ID: 054777
Luc: Commercial
JERRY GOWER CONSTRUCTION CO
Parcel
Tax Year
Property Addess
Unit Desc
Unit #
NBHD
Class
Land Use Code
Living Units
Mapping Acres
CAMA Acres
Location
Fronting
Zoning
Map #
PIN Number
Total Cards
Record Type
Legal
Map #: 13196-21
Class: Vacant
054777
2016
WHITNEY AVE
4276 - CORBETT AVE COMMERCIAL
Vacant
33 - Commercial
1.98
1.98
B -1-B-1
13196-21
535520902562
1
R
Legal Description
SWANSBORO PK P1 L3
Township
113 - SWANSBORO
City Code
22-SWANSBORO
Jurisdiction
1322 - SWANSBORO CITY
Plat Book-Page/Subd #
32-139
Owner Details
Owner 1
JERRY GOWER CONSTRUCTION CO
Owner 2
09 -APR -07
Customer ID
183014001
% Ownership
100
Nature of Ownership
-
Address
7324 SIEMENS RD
Adjustment Amount
WENDELL, NC
Adjusted Price
27591
Owner Mailing
Owner 1
Owner 2
Mailing Address
Sales
JERRY GOWER CONSTRUCTION CO
7324 SIEMENS RD
WENDELL NC 27591
Sale Date Sale Price Grantor
09 -APR -07 350,000
Sale Details
Deed Date
09 -APR -07
Book
2851
Page
588
LT #
Instrument Type
DEED
Grantor
Grantee
JERRY GOWER CONSTRUCTION CO
Sale Date
09 -APR -07
Sale Type
Sale Validity
01-2 + parcels Included
Sale Source
4 -STAMPS
Sale Price
350,000
Adjustment Amount
Adjusted Price
Adjustment Reason
Note 1
Note 2
Land Summary
Line Number Land Type Land Code
1 A -Acreage 33 -COMMERCIAL
Square Feet
86,249

Bailey Center IP Modification Supplemental Document
Appendix B
Previously Issued Permits and Certifications
9 (11/16/17)
SE-Gi

Environmental
Quality
January 12, 2017
Bailey and Fuller Properties, LLC
Attn: Chris Bailey
405D Western Blvd
Jacksonville, NC 28546
ROY COOPER
�rf}I';'J'i lfJf
WILLIAM G. ROSS, JR.
Ac ling Secrely{t
DWR # 16-0783
Onslow County
Subject: Approval of Individual 401 Water Quality Certification with Additional Conditions
Swansboro Park
USACE Action ID. No. SAW -2008-02698
Dear Mr. Bailey:
Attached hereto is a copy of Certification No. 4083 issued to Chris Bailey and Bailey & Fuller
Properties, LLC, dated January 12, 2017. Please note that you should get any other federal,
state or local permits before proceeding with the subject project, including those required
by (but not limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply
Watershed regulations.
This approval and its conditions are final and binding unless contested. This Certification can be
contested as provided in General Statute 1506 by filing a written petition for an administrative
hearing to the Office of Administrative Hearings (hereby known as OAH) within sixty (60)
calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH
Clerk's Office at [phone] for information. A petition is considered filed when the original
and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal
office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state
holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
--` Nothing Compares.
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-707-9000

Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Bailey & Fuller properties, LLC
DWR# 160783
Individual Certification #4083
Page 2 of 7
Of sending via delivery service (UPS, FedEx, etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Sam Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Unless such a petition is filed, this Certification shall be final and binding.
This certification completes the review of the Division under section 401 of the Clean Water Act
and 15A NCAC 02H.0500. Contact Robb Mairs at 910.796.7215 or [e-mail] if
you have any questions or concerns.
Sincerely,
Karen Higgins, Supervisor
401 & Buffer Permitting Branch
cc: Davis Syster — SEGi — electronic copy
Brennan Dooley - USACE Wilmington Regulatory Field Office — electronic copy
Todd Bowers, EPA, Sam Nunn Federal Center, 61 Forsyth Street SW, Atlanta, GA 30303
DWR WiRO 401 file
DWR 401 & Buffer Permitting Branch file
Filename: 201607835wansboroPark(onslow) 401 IC.docx

Bailey & Fuller properties, LLC
DWR# 160783
Individual Certification #4083
Page 3 of 7
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #4083 is issued in conformity with the requirements of Section 401, Public Laws
92-500 and 95-217 of the United States and subject to North Carolina's Regulations in 15 NCAC
02H .0500 and 15A NCAC 02B.0200, to Chris Bailey and Bailey & Fuller properties, LLC, who have
authorization for the impacts listed below, as described within your application received by the
N.C. Division of Water Resources (Division) on August 9, 2016 and subsequent information on
October 241 2016 and December 9, 2016, and by Public Notice issued by the U. S. Army Corps of
Engineers and received by the Division on August 12, 2016.
The State of North Carolina certifies that this activity will not violate the applicable portions of
Sections 301, 302, 303, 306, 307 of the Public Laws 92-500 and PL 95-217 if conducted in
accordance with the application, the supporting documentation, and conditions hereinafter set
forth.
This approval requires you to follow the conditions listed in the certification below.
Conditions of Certification:
1. Impacts Approved
The following impacts are hereby approved provided that all of the conditions of the
Certification are met. No other impacts are approved, including incidental or temporary
impacts. (15A NCAC 02B .0506(b) & (c) and 15A NCAC 02B .0506(h)(8)]
2. Compensatory Mitigation
Mitigation must be provided for the proposed impacts as specified in the table below. The
Division has received an acceptance letter from the Hofmann Forest Mitigation Bank to
meet this mitigation requirement. Until the Hofmann Forest Mitigation Bank receives and
clears your payment, and proof of payment has been provided to this Office, no impacts
specified in this Authorization Certificate shall occur. For accounting purposes, this
Authorization Certificate authorizes payment to the Hofmann Forest Mitigation Bank to
meet the following compensatory mitigation requirement [15A NCAC 02H .0506 (b)(6) and
[15A NCAC 02B .0506(h)]
Compensatory Mitigation Required
Amount Approved (Units)
Plan Location or Reference
Stream
N/A
404/401 Wetlands
Permanent Temporary
Wetland Impacts Map C-1
Impact A
1.01 ac N/A
(attached)
TOTAL IMPACTS
1.01 Acre
2. Compensatory Mitigation
Mitigation must be provided for the proposed impacts as specified in the table below. The
Division has received an acceptance letter from the Hofmann Forest Mitigation Bank to
meet this mitigation requirement. Until the Hofmann Forest Mitigation Bank receives and
clears your payment, and proof of payment has been provided to this Office, no impacts
specified in this Authorization Certificate shall occur. For accounting purposes, this
Authorization Certificate authorizes payment to the Hofmann Forest Mitigation Bank to
meet the following compensatory mitigation requirement [15A NCAC 02H .0506 (b)(6) and
[15A NCAC 02B .0506(h)]
Compensatory Mitigation Required
River & Sub -basin Number
Wetlands 1.02 acres
WO 03030001

Bailey & Fuller properties, LLC
DWR# 160783
Individual Certification #4083
Page 4 of 7
3. Stormwater Management Plan
You are required to provide one copy of the stormwater management plan (SMP) approval
letter from the Division of Energy, Mining and Land Resources (DEMLR) to the DWR 401 &
Buffer Permitting Branch (1617 Mail Service Center, Raleigh, NC 27699-1617) before any
impacts authorized in this certification occur. The project must be constructed and
maintained in compliance with the approved SMP. After the approval letter is submitted to
the Division, the SMP may not be modified without prior written authorization from DEMLR.
If the SMP is modified in the future, then you shall provide an approval letter for the
modifications to the DWR 401 & Buffer Permitting Branch prior to the commencement of the
modifications. [15A NCAC 02H .0506(b)(5)]
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification for this
project. All construction activities, including the design, installation, operation, and
maintenance of sediment and erosion control Best Management Practices shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of this permit. 115A NCAC 02H .0501 and .0502]
5. Protective Fencing
All wetlands, streams, surface waters, and riparian buffers located within 50 feet of the
construction area on the project site shall be clearly marked (example- orange fabric
fencing) prior to any land disturbing activities and must be maintained on the property until
the project phase is completed, [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC 02H
.0507 (c)]
6. Sediment and Erosion Control
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices. If applicable, the project must comply with the specific conditions
and requirements of the NPDES Construction Stormwater Permit issued to the site and the
following requirements [15A NCAC 02H .0506(b)(3) and (c)(3)]:
a. Design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal or exceed the requirements specified
in the most recent version of the North Carolina Sediment and Erasion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor -owned or leased borrow pits
associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Surface Mining Manual.
c. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act and
the Mining Act of 1971.

Bailey & Fuller properties, LLC
DWR# 160783
Individual Certification #4083
Page s of 7
d. Sufficient materials required for stabilization and/or repair of erosion control
measures and stormwater routing and treatment shall be on site at all times.
e. For SA, HQW waters. The sediment and erosion control designs must comply with
the requirements set forth in 15A NCAC 04B.0124 Design Standards in Sensitive
Watersheds.
7. Sediment and erosion control measures shall not be placed in wetlands or waters.
Exceptions to this condition require application submittal to and written approval by the
Division. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, then design and placement of temporary erosion control measures shall not
be conducted in a manner that may result in dis-equilibrium of wetlands, stream beds, or
banks, adjacent to or upstream and downstream of the above structures. All sediment and
erosion control devices shall be removed and the natural grade restored within two (2)
months of the date that the Division of Energy, Mineral and Land Resources (DEMLR) or
locally delegated program has released the specific area within the project. [15A NCAC 02H
.0501 and .0502]
8. Construction Stormwater Permit NCGO10000
An NPDES Construction Stormwater Permit is required for construction projects that disturb
one (1) or more acres of land. This Permit allows stormwater to be discharged during land
disturbing construction activities as stipulated in the conditions of the permit. If your
project is covered by this permit, full compliance with permit conditions including the
erosion & sedimentation control plan, inspections and maintenance, self-monitoring, record
keeping and reporting requirements is required. A copy of the general permit
(NCG010000), inspection log sheets, and other information may be found at:
http://Portal.ncdenr.org/web/­wa/­ws/su/npdessw#tab-w. [15A NCAC 02H .0506(b)(5) and
(c)(5)]
9. If concrete is used during the construction, then all necessary measures shall betaken to
prevent direct contact between uncured or curing concrete and waters of the state. Water
that inadvertently contacts uncured concrete shall. not be discharged to waters of the state
due to the potential for elevated pH and possible aquatic life/fish kills. [15A NCAC 0213.0200]
10. Construction Plans
Any final construction plans for this project must include or reference the application and
plans approved by the Division under this authorization letter and certification. The
applicant will also be required to evaluate all acquired permits to assure that they are
consistent and all relative impacts are accounted for and shown on the construction plans.
[15A NCAC 02H .0502 (b) and 15A NCAC 02H .0506 (4)]
11. Fueling, lubrication and general equipment maintenance should not take place within 50 feet
of a waterbody or wetlands to prevent contamination by fuel and oils. [15A NCAC 02H .0506
(b)(3) and (c)(3) and 15A NCAC 0213.0200 (3)(f)]

Bailey & Fuller properties, LLC
DWR#i 160783
Individual Certification ##4083
Page 6 of 7
12. All mechanized equipment operated near surface waters or wetlands will be regularly
inspected and maintained to prevent contamination of waters and wetlands from fuels,
lubricants, hydraulic fluids or other potential toxic chemicals. In the event of a hydrocarbon
or chemical spill, the permitee/contractor shall immediately contact the Division of Water
Quality, between the hours of 8 am to 5 pm at the Wilmington Regional Office at
910.796.7306 and after hours and on weekends call [phone]. Management of such
spills shall comply with provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act. [15A NCAC 02H.0506 (b)(3) and (c)(3), 15A NCAC 02B.0200 (3)(f),
and GS 143 Article 21A]
13. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers within the project boundaries in order to assure
compliance for future wetland, water and buffer impact. These mechanisms shall be put in
place at the time of recording of the property, or of individual lots, whichever is appropriate.
A sample deed notification can be downloaded from the 401 &Buffer Permitting Branch
website at httn:11ortal.ncdenr.oralweb/wolswp/ws/4011certsandpermitslapplY forms. The
text of the sample deed notification may be modified as appropriate to suit to this project.
Documentation of deed notifications shall be provided to the Division upon request. [15A
NCAC 02H .0501 and .05021
14. This Certification does not relieve the applicant of the responsibility to obtain all other
required Federal, State, or Local approvals.
15. Continuing Compliance
Chris Bailey and Bailey & Fuller Properties, LLC shall conduct construction activities in a
manner consistent with State water quality standards (including any requirements resulting
from compliance with section 303(d) of the Clean Water Act) and any other appropriate
requirements of State and Federal law. If the Division determines that such standards or laws
are not being met (including the failure to sustain a designated or achieved use) or that State
or federal law is being violated, or that further conditions are necessary to assure compliance,
the Division may reevaluate and modify this Certification. Before modifying the Certification,
the Division shall notify Chris Bailey and Bailey & Fuller Properties, LLC and the U.S. Army
Corps of Engineers, provide public notice in accordance with 15A NCAC 02H .0503 and
provide opportunity for public hearing in accordance with 15A NCAC 02H .0504. Any new or
revised conditions shall be provided to Chris Bailey and Bailey & Fuller Properties, LLC in
writing, shall be provided to the U.S. Army Corps of Engineers for reference in any Permit
issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions of
the 404 Permit for the project. [15A NCAC 02B .02001

Bailey & Fuller properties, LLC
DWR# 160783
Individual Certification #4083
Page 7 of 7
16. This approval is for the purpose and design described in your application and as described in
the Public Notice. The plans and specifications for this Project are incorporated by reference
and are an enforceable part of the Certification. If you change your project, you must notify
the Division and you may be required to submit a new application package with the
appropriate fee. If the property is sold, the new owner must be given a copy of this
Certification and is responsible for complying with all conditions. Any new owner must notify
the Division and request the Certification be issued in their name. [15A NCAC 02H .0501 and
.0502]
17. The applicant and/or authorized agent shall provide a completed Certificate of Completion
Form to the DWR 401 & Buffer Permitting Branch within ten days of project completion
(available at: httortal.ncdenr.or web w sw ws 401 certsand ermits a I forms).
[15A NCAC 02H .0502(f)]
18. This certification grants permission to the Director, or an authorized representative of the
Director, upon the presentation of proper credentials, to enter the property during normal
business hours. [15A NCAC 02H .0502(e)]
This approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 or CAMA Permit. The
conditions in effect on the date of issuance shall remain in effect for the life of the project,
regardless of the expiration date of this Certification. [15A NCAC 02H .0507(d)(2) and 15A NCAC
02H.0506]
Non-compliance with or violation of the conditions herein set forth may result in revocation of
this Certification and may also result in criminal and/or civil penalties.
This the 121h day of January 2017
+� � a, � 1%
Karen Higgins, Supervisor
401 & Buffer Permitting Branch
KAH/js
4083

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Regulatory Division
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON. NORTH CAROLINA 28403-1343
Action ID No.: SAW -2008-02698
Bailey & FulIer Properties, LLC.
Mr. Chris Bailey
405D Western Boulevard
Jacksonville, North Carolina 28412
Dear Mr. Bailey:
February 16, 2017
In accordance with your written request of August 3, 2016, enclosed is a Department of the
Army permit to fill approximately 1.01 acres of DA jurisdictional wetlands and 120 linear feet of
jurisdictional ditches associated with a commercial development. The site is located at 810 West
Corbett Avenue (Highway 24), in Swansboro, Onslow County, North Carolina.
Any deviation in the authorized work will likely require modification of this permit. If a
change in the authorized work is necessary, you should promptly submit revised plans to the
Corps showing the proposed changes. You may not undertake the proposed changes until the
Corps notifies you that your permit has been modified.
Carefully read your permit. The general and special conditions are important. Your failure to
comply with these conditions could result in a violation of Federal law. Certain significant
conditions require that:
a. You must complete construction before December 31, 2021.
b. You must notify this office in advance as to when you intend to commence and
complete work.
c. You must allow representatives from this office to make periodic visits to your worksite
as deemed necessary to assure compliance with permit plans and conditions.
d. Please reference the approved jurisdictional determination (enclosed) for the subject
project area.
You should address all questions regarding this authorization to Mr. Brennan Dooley,
Wilmington Regulatory Field Office, 69 Darlington Avenue, Wilmington, North Carolina 28403
or telephone: [phone].

-2 -
Thank you in advance for completing our Customer Survey Form. This can be accomplished
by visiting our website at http://corpsmapu.usace.army.mil/cm_apex/P. P= 136:4:0 and completing
the survey on-line. We value your comments and appreciate your taking the time to complete a
survey each time you interact with our office.
Enclosures
Copies Furnished (with enclosures):
Chief, Source Data Unit
NOAA/National Ocean Service
1315 East -west Hwy., Rm 7316
Silver Spring, MD 20910-3282
Copies Furnished with Special Conditions
and plans:
U. S. Fish and Wildlife Enhancement
Fish and Wildlife Enhancement
P. O. Box 33726
Raleigh, North Carolina 27636-3726
Mr. Fritz Rhode
National Marine Fisheries Service
101 Pivers Island Road
Beaufort, North Carolina 28516
Mr. Todd Bowers
Wetlands and Marine Regulatory Section
Water Protection Division — Region IV
U. S. Environmental Protection Agency
61 Forsyth St. SW
Atlanta, GA 30303-8931
Sincerely,
Kevin P. Landers Sr.
Colonel, U. S. Army
District Commander
Mr. Doug Huggett
Division of Coastal Management
N.C. Department of Environment
And Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557
Mr. Pace Wilber
National Marine Fisheries Service
219 Fort Johnson Road
Charleston, South Carolina 29412-9110

DEPARTMENT OF THE ARMY PERMIT
Permittee: Bailey & Fuller Properties, LLC
Ann: Mr. Chris Bailey
Permit No: SAW -2008-02698
Issuing Office: CESA W -RG -L
NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this
office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted
activity or the appropriate official of that office acting under the authority of the commanding officer.
You are authorized to perform work in accordance with the terms and conditions specified below.
Project Description: The project is to permanently fill 1.01 acres of wetlands and 120 linear feet of jurisdictional ditches to
build a commercial development that will contain a 10,000 square foot retail building, a 3,600 square foot retail building, a
3,700 square foot commercial building, and a 3,855 square foot commercial building. The project will involve the construction
of parking areas, trash dumpster facilities, two access roads, drive through lanes, and two wet detention ponds.
Project Location: The project area is located within the White Oak River Basin at 810 West Corbett Avenue (Hwy 24) in
Swansboro, Onslow County, North Carolina. The wetlands in the project area drain to Cartwheel Brach, which drains to the
White Oak River.
Permit Conditions:
General Conditions:
I. The time limit for completing the work authorized ends on January 30, 2022. If you find that you need more time to
complete the authorized activity, submit your request for a time extension to this office for consideration at least one month
before the above date is reached.
2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and
conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may
make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain
the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this
permit from this office, which may require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by
this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination
required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of
Historic Places.
ENG FORM 1721, Nov 86 EDITION OF SEP 82 IS OBSOLETE. (33 CFR 325 (Appendix A))

4. If you sell the property associated with this permit, you must obtain the signature of the new owner in the space provided
and forward a copy of the permit to this office to validate the transfer of this authorization.
5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified
in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it
contains such conditions.
6. You must allow representatives from this office to inspect the authorized activity at anytime deemed necessary to ensure
that it is being or has been accomplished in accordance with the terms and conditions of your permit,
Special Conditions:
SEE ATTACHED SPECIAL CONDITIONS
Further Information:
I. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to:
( ) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403).
(X) Section 404 of the Clean Water Act (33 U.S.C. 1344).
( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413).
2. Limits of this authorization.
a. This permit does not obviate the need to obtain other Federal, state, or local authorizations required by law.
b. This permit does not grant any property rights or exclusive privileges.
c. This permit does not authorize any injury to the property or rights of others.
d. This permit does not authorize interference with any existing or proposed Federal project.
3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following:
a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural
causes.
b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf
of the United States in the public interest.
c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity
authorized by this permit.
d. Design or construction deficiencies associated with the permitted work.

e. Damage claims associated with any future modification, suspension, or revocation of this permit.
4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public
interest was made in reliance on the information you provided.
5. Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the circumstances
warrant. Circumstances that could require a reevaluation include, but are not limited to, the following:
a. You fail to comply with the terms and conditions of this permit.
b. The information provided by you in support of your permit application proves to have been false, incomplete, or
inaccurate (See 4 above).
c. Significant new information surfaces which this office did not consider in reaching the original public interest decision.
Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation
procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 336.5. The
referenced enforcement procedures provide for the issuance of an administrative order requiring you to comply with the terms
and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any
corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations
(such as those specified in 33 CFR 309.170) accomplish the corrective measures by contract or otherwise and bill you for the
cost.
6. Extensions. General condition I establishes a time limit for the completion of the activity authorized by this permit, Unless
there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest
decision, therps will normally give favorable consideration to a request for an extension of this time limit.
Your gnatur4peldk—Urpikoittee, indicates that you accept and agree to comply with the terms and conditions of this permit.
7, /7 /1: 1 -
(DATE)l 1F f
This permit becomes effective when the Federal official, designated to act for the Secretary of the Army, has signed below.
(DISTRICT COMMANDER')
Z1Ib 7.o 17
(DATE)
When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and
conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit
and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below.
(TRANSFEREE)
(DATE)
'U S GOVERNMENT PRINTING OFFICE 1986 - 717425

SPECIAL CONDITIONS
SAW -2008-02698 — MR. CHRIS BAILEY
1. UNAUTHORIZED DREDGE OR FILL: Except as authorized by this permit
or any USACE approved modification to this permit, no excavation, fill or
mechanized land -clearing activities shall take place at any time in the construction
or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material
within waters or wetlands outside the permitted area. This prohibition applies to all
borrow and fill activities connected with this project. Specifically, the permittee
must avoid impacts to the remaining 1159 square feet of wetlands in the project
area.
2. CONSTRUCTION PLANS: All work authorized by this permit must be
performed in strict compliance with the attached plans dated 3 August, 2016 which
are a part of this permit. Any modification to these plans must be approved by the
US Army Corps of Engineers (USAGE) prior to implementation.
3. DEVIATION FROM PERMITTED PLANS: The permittee shall ensure that
the construction design plans for this project do not deviate from the permit plans
attached to this authorization. Written verification shall be provided that the final
construction drawings comply with the attached permit drawings prior to any active
construction in waters of the United States, including wetlands. Any deviation in
the construction design plans, specifically the elimination of the Stormwater Flow
Control Structures, will be brought to the attention of the Corps of Engineers,
Brennan Dooley, Regulatory Specialist, Wilmington Regulatory Field Office, prior
to any active construction in waters or wetlands.
4. PERMIT DISTRIBUTION: The permittee shall require its contractors and/or
agents to comply with the terms and conditions of this permit in the construction
and maintenance of this project, and shall provide each of its contractors and/or
agents associated with the construction or maintenance of this project with a copy of
this permit. A copy of this permit, including all conditions, shall be available at the
project site during construction and maintenance of this project.
5. PRECONSTRUCTION MEETING: The permittee shall schedule an onsite
preconstruction meeting between its representatives, the contractor's
representatives, and the appropriate Corps of Engineers Project Manager prior to
undertaking any work within jurisdictional waters and wetlands to ensure that
there is a mutual understanding of all terms and conditions contained within the
Department of the Army permit. The permittee shall notify the Corps of Engineers
Project Manager a minimum of thirty (30) days in advance of the scheduled meeting
in order to provide that individual with ample opportunity to schedule and
participate in the required meeting.
4

6. NOTIFICATION OF CONSTRUCTION COMMENCEMENT AND
COMPLETION: The permittee shall advise the Corps in writing prior to beginning
the work authorized by this permit and again upon completion of the work
authorized by this permit.
7, PROJECT COMPLETION: Upon completion of each construction phase, the
permittee shall submit to the Corps as -built plans for those portions that affect
waters of the U.S., within 45 days following the completion of construction. The as -
built plans shall include, but not necessarily be limited to, grading, structures, and
activities in or affecting wetlands and waters of the U.S.
8. WATER CONTAMINATION: All mechanized equipment will be regularly
inspected and maintained to prevent contamination of waters and wetlands from
fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a spill of
petroleum products or any other hazardous waste, the permittee shall immediately
report it to the N.C. Division of Water Resources at [phone] or (800) 858-
0368 and provisions of the North Carolina Oil Pollution and Hazardous Substances
Control Act will be followed.
9. PROHIBITIONS ON CONCRETE: The permittee shall take measures to
prevent live or fresh concrete, including bags of uncured concrete, from coming into
contact with any water in or entering into waters of the United States. Water inside
coffer dams or casings that has been in contact with concrete shall only be returned
to waters of the United States when it no longer poses a threat to aquatic organisms.
10. CLEAN FILL: Unless otherwise authorized by this permit, all fill material
placed in waters or wetlands shall be generated from an upland source and will be
clean and free of any pollutants except in trace quantities. Metal products, organic
materials (including debris from land clearing activities), or unsightly debris will
not be used. Soils used for fill shall not be contaminated with any toxic substance in
concentrations governed by Section 307 of the Clean Water Act.
11. MAINTAIN CIRCULATION AND FLOW OF WATERS: Except as specified
in the plans attached to this permit, no excavation, fill or mechanized land -clearing
activities shall take place at any time in the construction or maintenance of this
project, in such a manner as to impair normal flows and circulation patterns within
waters or wetlands or to reduce the reach of waters or wetlands.
12. SILT -FENCING: The permittee shall employ all sedimentation and erosion
control measures necessary to prevent an increase in sedimentation or turbidity
within waters and wetlands outside the permit area. This shall include, but is not
limited to, the immediate installation of silt fencing or similar appropriate devices
around all areas subject to soil disturbance or the movement of earthen fill, and the
immediate stabilization of all disturbed areas. Additionally, the project must
remain in full compliance with all aspects of the Sedimentation Pollution Control
Act of 1973 (North Carolina General Statutes Chapter 113A Article 4).
G
J

13. EROSION CONTROL MEASURES IN WETLANDS: The permittee shall
remove all sediment and erosion control measures placed in wetlands or waters, and
shall restore natural grades in those areas, prior to project completion.
14. PERMIT REVOCATION: The permittee, upon receipt of a notice of
revocation of this permit or upon its expiration before completion of the work will,
without expense to the United States and in such time and manner as the Secretary
of the Army or his authorized representative may direct, restore the water or
wetland to its pre -project condition.
15. REPORTING VIOLATIONS OF THE CLEAN WATER ACT: Violation of
these permit special conditions or violation of Section 404 of the Clean Water Act
must be reported in writing to the Wilmington District U.S. Army Corps of
Engineers within 24 hours of the permittee's discovery of the violation.
16. COMPLIANCE INSPECTION: A representative of the Corps of Engineers will
periodically and randomly inspect the work for compliance with these conditions.
Deviations from these procedures may result in a directive to cease work until the
problem is resolved to the satisfaction of the Corps.
17. MITIGATION: In order to compensate for impacts associated with this permit,
mitigation shall be provided in accordance with the provisions outlined on the most
recent version of the attached Compensatory Mitigation Responsibility Transfer
Form. The requirements of this form, including any special conditions listed on this
form, are hereby incorporated as special conditions of this permit authorization.
The permittee, prior to initiating any land -disturbing activities, shall provide 2.02
credits of mitigation via payment into the Hoffman Forest Wetland Mitigation Bank
for project related impacts to 1.01 acres of non -riparian wetlands. Prior to initiating
any land -disturbing activities, a copy of the updated acceptance letter and proof of
payment provided by the Hoffman Forest Wetland Mitigation Bank shall be sent to
the Corps of Engineers.
6

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U.S. ARMY CORPS OF ENGINEERS
Wi(rriingttoin District"'
Compensatory Mitigation Responsibility Transfer Form
Permittee: Bailey & Fuller Properties, LLC
Attn: Chris Bailey Action ID: SAW -2008-02698
Project Name: Swansboro Park County: Onslow
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8 -digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/+?r Nuc ms, t he prcivjded to the appropriate rnitigation sponsors
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington .District Mitigation. -office (see- contact information on page 2). The Sponsor. must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8 -digit HUC and Basin: 03020106, White Oak River Basin
Stream Impacts (linear feet) Wetland Impacts (acres)
Warm Cool Cold Riparian Riverine
Riparian Non-Riverine Non -Riparian Coastal
1.01
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8 -digit HUC and Basin: 03020106, White Oak River Basin
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool Cold Riparian River ine Riparian Non-Riverine Nan -Riparian Coastal
2.02
Mitigation Site Debited: Hoffmann Forest
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. if the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the l itlgation Sponsor
Statement of Mitigation Liability Acceptance: 1; the undersigned, verify that 1 am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mltigation, identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor falls to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Nam
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Form-Ulsdated23-November,"2015-T----`

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2008-02598 County: Onslow U.S.G.S. Quad: NC-HUBERT
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant: Bailey and Fuller Properties LLC
Chris Bailey
Address: 405D Western Boulevard
Jacksonville, NC 28412
Size (acres) 4.51 Nearest Town Swansboro
Nearest Waterway Cartwheel Branch River Basin Onslow Bay
USGS HUC 03020301 Coordinates Latitude: 34.698143
Longitude: -77.138934
Location description: The project area is located at 810 West Corbett Avenue (Hwy 24) in Swansboro, Onslow
County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ There are waters, including wetlands, on the above described project area, that may be subject to Section 404 of the
Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation
requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all
waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. 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.
There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act
(CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be
used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an
effective presumption of CWAr'RHA jurisdiction overall of the waters, including wetlands, at the project area, which is
not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the
waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland delineation in a
timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
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 (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC
§ 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period
not to exceed five years from the date of this notification.
X There are waters of the U.S., including wetlands, on the above described project area subject to the permit requirements
of Section 404 of the Clean Water Act (C WA) (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 recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to
accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
Page 1 of 2

SA%V-2008-02698
X The waters of the U.S., including 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.
_ The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on _. 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 project area 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.
_ 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 Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit
may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material,
construction or placement of structures, or work within navigable waters of the United States without a Department of the
Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and'or 403). if
you have any questions regarding this determination and --'or the Corps regulatory program, please contact Brennan Dooley at
[phone] or Brennan.J.DooleyQusace.army.mil.
C. Basis For Determination: See attached Approved Jurisdictional Determination Form.
D. Remarks:
E. Attention USDA Program Participants
This del ineationidetermination 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 S W, Room I OM 15
Atlanta, Georgia 30303-8801

SAW --2008-02698
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 33 1.5, 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 4117/17.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official:
Date: February 16._2017 Expiration Date: February 16, 2022
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http:l/corpsmayu.usace.army.mil/cm apex/rp 136:4:0.

Coastal Managernent
ENVIHUNMEN iAL 0JAW Y
February 6, 2017
Dana Lutheran
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
ROY COOPER
Gvwmmrn
MICHAEL S. REGAN
BRAXTON C. DAVIS
no-('cft)r
SUBJECT: CD17-0002 Consistency Concurrence Regarding the proposed commercial
development, Swansboro, Onslow County, North Carolina (DCM#2017008)
Dear Ms. Lutheran:
We received your consistency submission on January 12, 2017, concerning the proposed
commercial development including associated buildings, parking, and roads in
Swansboro, Onslow County, North Carolina.
North Carolina's coastal zone management program consists of, but is not limited to,
the Coastal Area Management Act, the State's Dredge and Fill Law, Chapter 7 of Title
15A of North Carolina's Administrative Code, and the land use plan of the County
and/or local municipality in which the proposed project is located. It is the objective of
the Division of Coastal Management (DCM) to manage the State's coastal resources to
ensure that proposed Federal activities would be compatible with safeguarding and
perpetuating the biological, social, economic, and aesthetic values of the State's coastal
waters.
DCM has reviewed the submitted information pursuant to the management objectives
and enforceable policies of Subchapters 7H and 7M of Chapter 7 in Title 15A of the
North Carolina Administrative Code and concurs that the proposed Federal activity by
the U.S. Army Corps of Engineers is consistent, to the maximum extent practicable,
with North Carolina's certified coastal management program.
State of North Carolina I Environmental Quality l Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
252 808 2808

Prior to the initiation of the activities described, the applicant should obtain any required
State approvals or authorizations. Should the proposed action be modified, a revised
consistency determination could be necessary. This might take the form of either a
supplemental consistency determination pursuant to 15 CFR 930.46, or a new consistency
determination pursuant to 15 CFR 930.36. Likewise, if further project assessments reveal
environmental effects not previously considered by the proposed development, a
supplemental consistency certification may be required. If you have any questions,
please contact me at 252-808-2808 x215. Thank you for your consideration of the North
Carolina Coastal Management Program.
Sincerel y,,
Daniel Govoni
Policy Analyst
State of North Carolina I Environmental Quality l Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
252 808 2808

Bailey Center IP Modification Supplemental Document
Appendix C
Bailey Center Site Plan and Wetland Impact Map
10 (11/16/17)
SE-Gi

SWANSBORO OF JACKSONVILLE, LLC.
o I DEED BOOK 3544, PAGE 234
LOT 5
NPARK
E 139
I MAPAP BOOK 32 32, , PAG
ZONED B-1
USE: VACANTEIP
„
EIPP
S 61°06'07' E 578.23' l z" BG
Au
404 WETLANDS I w°
AS DELINEATED
BY OTHERS
JERRY GOWER CONSTRUCTION CO /
DEED BOOK 2851, PAGE 588 / \ \ \ JERRY GOWER CONSTRUCTION CO
LOT 3 / \ \ DEED BOOK 2851, PAGE 588
I \\\\/ \ \ \
\ SWANSBORO PARK LOT 4
\\\\ MAP BOOK 32, PAGE 139 \ \ \ SWANSBORO PARK
'�' '�' ��\�\ ZONED B-1 \ 18" FES I 7.6 MAP BOOK 32, PAGE 139 \1/2 IP @ 2" BG
USE: VACANT /420.01' /lo'X12' ED ZONED B-1
USE:VACANT
LEVELSPREADER\W/4'VEGETATED FILTER\\ELEV. (SEE DETAIL ON SHEET C-5)g=y°1N 86112,07, w
. 94 .� �ir9'48 �O
N 6i°ob'o7 " W .7-7-7-zz'
W
O
SDMH #1
='
f
w
........ .......
N
\ RIM: 31.0 N � WHITNEY AVENUE PER MAP BOOK 3z, PAGE 13q � \ 9C
27.25
INV: N
_ - - - 31.5 N z8°1Tz7" E I \ I1 5/8" EIS @GRADE w
9
PAULINE C. STROUD J '°` '°` 2 O CI# 8 24.72 • \ O
DEED BOOK 769, PAGE 183 / 18" FES INV: 2 RIM: 310 J \ 5/8"EIS @ i' AG
ZONED B-1 W W 'X10'X12' �: ' p 00
USE: VACANT M 10.5 2 5/8" EIS @ GRADE 8" EIS 3" BG \
_ Z$ INV 8.5
1-1/4" EIPP N 2�1 'z1"\ \\ °
E E NT N B IN \ C4 17. 7kG
@GRADi N869426°w
404 WETLANDS ..
AS DELINEATED p" EI > d ,
BY OTHERS \ 6" AG CHORD = N q1°15 30" W g2.gi
\ I I ( BOOK 32, PAGE 5gq)
31.25 08'51" W \
EDGE OF FILL s' SID wALx a°'
V a0c a0c ailic 'V a0c �N 5/8" EI
W
\ I \ (CH IUS= 0.00' PER MAP BOOK CHORD = N 13°4336" W 7496'
\ 3 (RADI OK 32, PA PER MAP
18" FES INV• 27.5 CI 10 C3 I 31.8 32, PAGE 159) BOOK 32, PAGE 139)
a8 ECM �° :':: M:3 .0 31.45 9
18" AG 9 INV: 7.6 : 28 0 \\�
\ S58°1330" 1 .. AG Ak aIle
AIg 3 •5 za�� \ °
Q. F EBAY s \
g' EW I -f,
27.7 3� 5 {s ,,,� PROPOSED
AdL 45' ROW
p 31.8 1 DOLLAR TREE
U
21.5 / 31.55 x 10,086 sf T
v:3 •5) \ FFE 2 31.8 31-8 (
TEQUILA PROPERTIES, LLC.
: a 3 J DEED BOOK 3110, PAGE 816
ULTI- URPOS 4A6 N VERIZO D ZONED s-1
Z \ a BUILDING - - g,00 sf CI# 2 I USE: COMMERCIAL
PAULINE C. STROUD CI# ' 1 2 x 6-0-U S ( ) 2 RIM: 31.0 \ /
DEED BOOK 405, PAGE 146
f�`� I` (FFE• 3 C
o RIM• 1.0 1.8
r° � � • 3 (FFE• 32.5) � INV: 28.4 � :
ZONED B-1 aa. INV 27.25 �AM CI# :
USE: COMMERCIAL N .'.'.'. 7 5 I P 31.8 I RAMP �'�� RIM: 31.0 •/%
18" FES INV: 26.5 4. �':'.':'. 15 RCS' I 31.8 31.8INV: 28.5 I °Yi.
777-1 RCP
W/5 XlO'X12" ED �� 1, `
SIDEWAEK,
0111, /
CI# 7 v®� ✓ III / / a '1-+
RIM: 31.0t':':':' / / / °g4 0 �C
INV: 27.0 ::.:.:. SS 96� / w 3
' o H 31.65 CI#
CI# 6 I O w
o a U CI# 3 \ SITE BENCHMARK TOP OF SEWER A /
RIM: 3Lo RIM.31-0 RIM: 3Lo ti`s 31.41 CHORD = S 163'32" Egz.2j CLEANOUT IN SIDEWALK
10'X 70' SIGHT TRIANGLES TYP. / INV: 27.3 \ INVa 7.5 / �� INV: 28.1 1/2' EI GRADE s/8" EIP @ GRADE (RADIUS=30.00' ER MAP BOOK ELEV. 31.88' �4 rr��
TELEPHONE BOX
32, PAG 59) �l
.....
/ \ NCDOT CI# 2 / /
UTILITY POLE
♦ •'
31.25 18" RCPRCP
RIM: 30.0 0 p
1 " R P - INV: 2 �Cf
C
18" RCP EX. SIDEWALK TO BE 7.75
'�'•' ':: 30.65
WATER MAIN .'.^.. r .
(SEE NOTE 6) 8" EI ' ..'.wxj R d 'T$$ :','N IP.'. :' :''':'.':''''''' ''''''':. ' :':':':'.... ® /8_EIs@ z"" BG / REMOVED
51"BG ^1 SIDEWAL 4 G -rte-- � i � R/W
O OHP OHP
- - -
Ar 00 4 111 0 -
' M C 9� W - W W w w �� ° A 1 °RCP ±12 L, EX. STOP SIG
1
1 1 L 314 _ e�4 EX. STREET SIGN
TIE TO EX. 6" SS FORCE MAIN TRAFFIC CI# 4 MATCH EX. ASPHALT ±31.26
TRAFFIC LIGHT POST
LIGHT ARM RIM: 31.0 MATCH EX. 4 /
�O BE RELOCATED - - -Bl� - -
MATCH EX. ASPHALT ±31.0 N 13°21'°7" E w ZN�27.7 PHALT 131.13 a
51.30' O / ,xr
Cn a O
NCDOT CI# 1
} EP RIM: 30.73 � N.C. HIGHWAY NO. 24 ADA SIDEWALK RAMP
r INV: 29.05 I loo' RAW (TYP)
PROPERTY LLTIT-
PROPOSED GRA
PROPOSED 2.5:1
SLOPE MAX
EXISTING GRADE
STOP \\\
_ -
TRAFFIC LIGHT POST
-0+50 0+00 0+50
WETLANDS CROSSING
SECTION A -A
HORIZONTAL -1" = 50'
VERTICAL - 1" = 5'
o SPEED LIMIT 45 MPH
z_
I
SITE BENCHMARK TOP OF FLANGER/W
i'
BOLT CLOSEST TO "M" IN MUELLER
ELEV. 33.82'
EDGE OF PAvmvjL "
PROPOSED GRA
PROPOSED 3:1 SLOPE
EXISTING GRADE
-0+50 0+00 0+50
WETLANDS CROSSING
SECTION B -B
HORIZONTAL - 1" = 50'
VERTICAL - 1" = 5'
PROP. 18" RCP
PROPERTY I TwTT
PROPOSED GRAS
PROPOSED 3:1 SLOPE
EXISTING GRADE
-6+50 0+00 0+50
WETLANDS CROSSING
SECTION C -C
HORIZONTAL -1" = 50'
VERTICAL - 1" = 5'
SITE DATA:
-
PROPERTY ADDRESS:
-
810 W CORBETT AVE (NC HWY 24)
-EASEMENT
SWANSBORO, NC 28584
w
CURRENT OWNER:
PROJECT NUMBER:
BAILEY & FULLER PROPERTIES, LLC
PROPOSED FORCE MAIN
P.O. BOX 400
JACKSONVILLE, NC 28451
W
ONSLOW COUNTY PINS:
EXISTING WATER MAIN
535520901325, 535520903228, & PART OF
535520902562
TOTAL TRACT AREA: f 2.64 AC. (114,900.11 SF)
CURRENT ZONING: B-1
TP
SETBACKS:
FRONT REQ'D= 25' PROP=
77'
REAR REQ'D= 1o' PROP=
74'
SIDE REQ'D= o'L/o'R PROP=
68'L/7.4'R
EXISTING LAND USE:
PROPOSED FIRE HYDRANT
VACANT
PROPOSED LAND USE:
RETAIL/MULTI-PURPOSE
• STORM DRAIN MANHOLE
ONSITE IMPERVIOUS SURFACES:
BUILDINGS=
20,286 SF
PAVED PARKING=
49,877 SF
CONCRETE SIDEWALKS=
7,000 SF
TOTAL ONSITE IMPERVIOUS=
77,163 SF (67.2%)
OFFSITE IMPERVIOUS SURFACES:
WETLANDS TO BE FILLED
ACCESS DRIVE =
7,611 SF
ONSITE WETLANDS BREAKDOWN:
TOTAL ONSITE WETLANDS= 33,794 SF
TOTAL WETLANDS TO FILL= 30,002 SF
SURVEY NOTES:
1. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN A SPECIAL loo YEAR FLOOD HAZARD
AREA ACCORDING TO FLOOD INSURANCE RATE MAP NO. 37205355ooJ DATED NOV. 3, 2005.
2. ALL N.C. GRID DATA SHOWN HEREON IS BASED ON NAD 1983 2007 ADJUSTMENT USING THE NCGS
RTK NETWORK SYSTEM.
3. ALL DISTANCES SHOWN HEREON ARE N.C. GRID DISTANCES UNLESS OTHERWISE NOTED.
4. ALL UTILITY LINES SHOWN HEREON MAY HAVE EASEMENTS AND RIGHTS OF ENTRANCE AND
MAINTENANCE ASSOCIATED WITH THEM.
5. ALL ELEVATIONS SHOWN HEREON ARE BASED ON MEAN SEA LEVEL (NAVD 1988 )
6. UNDERGROUND UTILITY LINES AND FORCE MAIN TAKEN FROM 2oo8 MARKINGS BY OTHERS.
LEGEND
- -
-
- PROPERTY LINE
-
DATE:
-EASEMENT
w
w
PROPOSED WATERLINE
PROJECT NUMBER:
2015-039
PROPOSED FORCE MAIN
PROPOSED STORMDRAIN
W
W
EXISTING WATER MAIN
FM
FM
EXISTING FORCE MAIN
TP
TP
PROPOSED TREE PROTECTION
EXISTING FIRE HYDRANT
N PROPOSED GATE VALVE
PROPOSED FIRE HYDRANT
■ CURBINLET
• STORM DRAIN MANHOLE
25.5 SPOT ELEVATION
REQUIRED LANDSCAPING
WETLANDS
WETLANDS TO BE FILLED
TOWN OF SWANSBORO REQ'D PARKWAY
40' 20' O' 40' 8o'
Scale: 1"=40'
VICINITY MAP (NOT TO SCALE):
�Clz SiteAllb
it) I
ST EXT.
o
U
O • b�A
1; 0000 v N
M
eta
O C� I
O� UCZ
Z
W oo��
W W
d
CLIENT INFORMATION:
BAILEY & FULLER PROPERTIES, LLC
P.O. BOX 400
JACKSONVILLE, NC 28451
[phone]
DRAWN: JAE
SHEET SIZE:
24X36
CHECKED: CDC
DATE:
11/14/2017
APPROVED: CDC
SCALE:
1" = 40'
PROJECT NUMBER:
2015-039
DRAWING NUMBER:
EX -1
1 OF I