SW8130913_Historical File_20131011

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM
Director
October 11, 2013
Pat McCrory, Governor
John E. Skvarla, III, Secretary
Mr. John O. Stevenson
781 West Firetower Road
Swansboro, NC 28584
Subject: Stormwater Management Permit No. SW8130913
Stevenson Chevy Swansboro
High Density Commercial Constructed Wetlands Project
Onslow County
Dear Mr. Stevenson:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for The Stevenson Chevy in Swansboro on September 25, 2013. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-211. We
are forwarding Permit No. SW8130913, dated October 11, 2013, for the construction, operation
and maintenance of the BMP's and built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until October 11, 2021, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s),
recordation of deed restrictions, procedures for changes of ownership, transferring the permit,
and renewing the permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system, to record deed restrictions, to transfer the
permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
If you have. any questions, or need additional information concerning this matter, please contact
Christine Nelson in the Wilmington Regional Office, at [phone].
Sinc ely,
Tracy�Dis,.E., Director
Division of Energy, Mineral and Land Resources
GDS/can: SAVVQS1Stormwater\Permits & Projects\2013\130913 HD\2013 10 permit 130913
cc: Howard Resnik, Coastal Site Design
Onslow County Inspections
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] / Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 130913
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
John O. and Susan B. Stevenson
Stevenson Chevy Swansboro
1435 West Corbett St. (NC 24), Swansboro, Onslow County
FOR THE
construction, operation and maintenance of one (1) constructed wetland in compliance
with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter
collectively referred to as the "stormwater rules') and the approved stormwater
management plans and specifications and other supporting data as attached and on file
with and approved by the Division and considered a part of this permit.
This permit shall be effective from the date of issuance until October 11, 2021 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 of this permit. The stormwater control has been
designed to handle the runoff from 366,452 square feet of impervious area.
3. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
4. A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
5. The tract will be limited to the amount of built -upon area indicated in this permit,
and per approved plans. The built -upon area for the future development is limited
to 150,500 square feet.
6. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
7. All runoff being directed into wetlands shall flow into and through those wetlands
at a non -erosive velocity of 2 fps or less.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 130913
8. The following design elements have been approved for this constructed wetlands
stormwater facility, and must be provided in the system at all times:
DA 1
a. Drainage Area, acres:
11.96
Onsite, ft2:
520,844
Offsite, ft2:
0
b. Total Impervious Surfaces, :
366,452
Onsite, ft2:
215,952
Future, ft2:
150,500
Offsite, ft2:
0
c. Ponding Depth, inches:
12
d. Design Storm, inches:
1.5
e. Permanent Pool Elevation, FMSL:
33.0
f. Total Permitted Wetland Surface Area,
48,000
Deep Pool Area, forebay portion, ft2:
4,800
Deep Pool Area, non-forebay portion, ft2:
4,800
Shallow Water Area, ft2:
19,200
Shallow Land Area, ft2:
19,200
g. Permitted Temporary Storage Volume, ft :
44,874
h. Temporary Storage Elevation, FMSL:
34.0
i. Pre-dev. 1 r-24 hr. discharge rate, cfs:
3.49
'. Controlling Orifice 0":
4.0
k. Orifice flowrate cfs:
0.24
I. Planting Plan:
# of Herbaceous Plants
4800
# of Shrubs
0
# of Trees
0
m. Receiving Stream / River Basin:
Queens Creek (>1/2
mi) / White Oak
n. Stream Index Number:
19-41-16
o. Classification of Water Body:
SA; HQW
Ii. SCHEDULE OF COMPLIANCE
No person or other legal entity shall alter the approved stormwater management
system, or fill in, alter, or pipe any drainage feature, including swales, shown on
the approved plans as part of the stormwater management system, unless and
until the permittee submits a modification to the permit and receives approval
from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire project does not exceed the allowable built -upon area.
3. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
4. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 130913
5. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. If the stormwater system was used as
an Erosion Control device, it must be restored to design condition prior to
operation as a stormwater treatment device, and prior to occupancy of the
facility.
6. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
9. The permittee shall, at all times, provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The signed and approved Operation and Maintenance Agreement
must be followed in its entirety and maintenance must occur at the scheduled
intervals.
10. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times.
11. Records of maintenance activities must be kept and made available upon
request to authorized personnel of the Division. The records will indicate the
date, activity, name of person performing the work and what actions were taken.
12. Prior to transfer of the permit, the stormwater facilities will be inspected by the
Division personnel. The facility must be in compliance with all permit conditions.
Any items not in compliance must be repaired or replaced to design condition
prior to the transfer. Records of maintenance activities performed to date will be
required.
13. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the application, approved plans
and specifications, and other supporting data.
14. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 130913
15. The application form, supplement forms, approved plans and specifications for
this project are incorporated by reference and are enforceable parts of the
permit. A copy of the approved plans and specifications shall be maintained on
file by the Permittee at all times.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of this
storrmwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in G.S. 143 Article 21.
2. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
3. In the event that the facilities fail to perform satisfactorily, the Permittee shall take
immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management
systems.
4. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation
as listed on the form, to the Division at least 60 days prior to any one or more of
the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Page 5of8

State Stormwater Management Systems
Permit No. SW8 130913
Permit issued this the 11th day of October 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ivision of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6of8

State Stormwater Management Systems
Permit No. SW8 130913
Stevenson Chevy Swainsboro
Stormwater Permit No. SW8 130913
Onslow County
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for
(Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 130913
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The wetland zone elevations are per the approved plan.
6. The wetland is located per the approved plans.
7. A trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of wetland zone surface area and volume have
been provided.
12. Required drawdown devices are correctly sized and located per the
approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided.
15. The required number of wetlands plantings have been provided.
cc: NCDENR-DEMLR Regional Office
Onslow County Building Inspections
Page 8 of 8

DWQ USE ONLY
to Reoxved
Fee Paid
Permit Number
��
Applicable Rul s: ❑ Coastal SW — P95 ❑Coastal SW — 2006 ❑ Ph 11- Post Constructi
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
tevenson Chevv (Swansboro)
2. Location of Project (street address):
1435 West Corbett St (NC 24)
City:Swansboro County:Onlsow Zip:28584
3. Directions to project (from nearest major intersection):
From Intersection on NC 24 and 1VC 172 Travel East Approximately 4.5 miles. Site is on the Rigbt.
4. Latitude:34° 42' 19" N Longitude:77° 09' 30" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): NNew ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 — Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) . and the status of
construction: NNot Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density NHigh Density []Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major NSedimentation/Erosion Control:15 ac of Disturbed Area
❑NPDES Industrial SWrmwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name. Proiect/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? NNo []Yes
If yes, see S.L. 2012-200, Part VI: hU://12ortal.ncdenr.orgLweb/wq/ws/su/statesw/rules laws
EC IVE
SEP 25 2M
Form SWU-101 Version 06Aug2012 Page 1 of 6
BY.

1: III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization John O'Rion Stevenson INC
Signing Official & Titlejohn O Stevenson. President
b. Contact information for person listed in item la above:
Street Address:2409 N Marine Blvd
CityJacksonville State:NC Zip:28546
Mailing Address (if applicable):
City: State: Zip: _ y
Phone: (910 ) 581-3386
Email:
Fax: ( )
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:John 0 & Susan B Stevenson
Signing Official & Titleghv9idmt
b. Contact information for person listed in item 2a above:
Street Address:781 West Firetower Road
City:Swansboro State:NC Zip:28584
Mailing Address (if applicable):
City:
Phone: (910 ) 581-3386
Email:
State: Zip:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Shelley Stevenson -Smith
Signing Official & Title:Real Estate Development Consultant
b. Contact information for person listed in item 3a above:
Mailing Address:2409 N Marine B1vde
City:Tacksonville State:NC Zip:28546 _
Phone: (910 ) 581-3386 Fax:
Email:shelley®stevensoitauto.com
4. Local jurisdiction for building permits: Onslow Coun
Point of Contact: Phone #: (910 ) 455-3661 x 1
CEIV
Y Form SWU-101 Version 06Aug2012 Page 2 of 6 SEP Z a 2M
ny:.

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Water will be collected through catch basins and dischareed into constructed stormwater wetlands
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 14.70 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area+: 14.70acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHYig line or Mean High Water
(MHK) line, and coastal wetlands landward from the NHW (or MHHY9 line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 57.2 %
9. How many drainage areas does the project have? 1 (For high density, count ]for each proposed engineered stormwater
BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there are more
than four drainage areas in the project, attach an additional sheet with the information for each area provided in the same
format as below.
Bain Inf Yrinataon
Area JL
Drainage Area
Dramage Area
Drafffte Area
Receiving Stream Name
Queens Creek
Stream Class *
SA;HQW
Stream Index Number *
19-41-16
Total Drainage Area (sf)
520,844(11.96Ac)
not within
On -site Drainage Area (st)
520,844 sf
1/2 mile)
Off -site Drainage Area (sf)
0
Proposed Impervious Area** s
366,452
impervious Area** total
70.4
Impervious" Surface Area
Arty
Area
Dt Area
Draw Area
On -site Buildings/Lots (sf)
35,707
—
On -site Streets (sf)
On -site Parking (sf)
171,901
On -site Sidewalks (sf)
8,344
Other on -site (sf)
Future (sf)
150,500
Off -site (sf)
Existing BUA*** (sf)
Total (sf):
366,452
* Stream Class and Index Number can be determined at. http://partal.ncdenr.vr /webfwgJps/csu/classifications
* * Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
* ** Report only that amount of existing BUA that will remain after development. Do
not report any existing BUA that Is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. Al=CEIVEm
Fore SWU-101 Version 06Aug2012 Page 3 of 6 5EP 2 5 2013

11. How was the off -site impervious area listed above determined? Provide documentation.
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per I5A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://vortal.ncdenr.org/web/wa/ws/su/bmv-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/mLq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from htq2://12ortal.ncdenr.org/web/­wq/ws/su/statesw/fon-ns dots.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (scaled, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http•//www envhel2 org/vaggs/onestopexpress html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the if
receiving stream drains to class SA waters within 1h mile of the site boundary, include the V2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).[ �.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUP. identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans. n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations. E
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required). SEP 25 2W
Form SWU-101 Version 06Aug2012 Page 4 of 6 BY.

Copy of any applicable soils report with the associated SHWT elevations (Please identify lu` R'
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the MRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 3159 Page No: 257_
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http: / /www.secretgU.state.nc.us /Corporations /CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
hW2:/ /12ortal.ncdenr.org /web /wq /ws/su /statesw/forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Howard Resnik
Consulting Firm: Coastal Site Design, PC
Mailing Address:P.O. Box 4041
City:Wilmington
Phone: (910 ) 791-4441
Email:[e-mail]
State:NC ZipQN06
Fax: (910 ) 791-1501
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a)
certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stomawater system.
SEP 2 5 2013
BY;
Form SWU-101 Version 06Aug2012 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the asses��ivil tPs of up to $25AM per day, pursuant to NCGS 143-215.6.
Date: ?12311,
I, hen'aC D. L&Af s a Notary Public for the State of �� re1, County of
?j do do hereby certify that 336 personally appeared
before me this Aa day of �}tK�— .�1 1 _, =00
led the due execution of the application for a
stormwater permit. Witness my hand and official seal,(L!!/J
SEAL
My commission expires____ iQ Z�-a2�
X. APPLICANT'S CERTIFICATION I, (print or type name of person listed in Contact Information, item la) ��V_U`/� U
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protectiv venants will be recorded, and that the proposed project complies with the requirements of the
applicabl s der 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signa Date: 5?
a Notary Public for the State of ' nr7 k otrblh,»Countyof
WAC do hereby certify that Q. SANWON personally appeared
before me this Al day of Seo6mblr e?Oa . and owleedge due execution of the application for a
stormwater permit. Witness my hand and official seal, i�✓. /tiiq
RiiiP',
so
Form SWU-101 Version 06Aug2012
SEAL
My commission expires 1 Q oZ 1- o?Q l s
ECEIVE
Page 6 of 6 SEP Z 5
2013
BY: JG

Ca*mer, 2Jo
From: Casmer, Jo
Seat: Monday, October 14, 2013 8:18 AM
To: 'howardCcoastalsitedesign.com'
Subject: Stevenson Chevy Swansboro SW8130913
Attachments: SW8 130913.pdf
Hi Howard: I've been trying since late Friday afternoon to fax you a copy of the Express permit issued October 1P but
could not get it to go through. I tried again first thing this morning but I'm thinking there must be something wrong with
your fax machine, as it will still not go through.
In any event, I am attaching a copy of the unsigned permit from our database. The signed original/approved site plans
are going out in the mail, with a copy to you as well.
,Jv cmWer
Administrative Assistant IV
NC Department of Environment & Natural Resources
Division of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
(mall cnmaspondence to and firm this addl ess mo®y be sunder? to the North Carollna Publie Records Law and may be dlsdose+d to third
patties

MEMORY TRANSMISSION REPORT
TIME :10-11-2013 16:45
FAX NO.1
NAME
FILE NO.
565
DATE
10.11 16:34
TO
97911501
DOCUMENT PAGES
: 9
START TIME
10.11 16:34
END TIME
10.11 16:45
PAGES SENT
0
STATUS
0050
Pal J1TGC5'ory G7overaPr
***TX FAILURE NOTICE***
States oS North Carollaa
Da"a t—ent o! $,wiraameat aad Natursl Resources
YJalaalaatoa 1Loalaaal ¢dtlae
VAX COVER 5118EET
.Y Am B' Shvarla Jli, Secretary
Date: --// �����/._-� y No. Pagce Cc —I. cover>:
To_ 6�i�+���✓%�-"�i I' From: Y'n Casmar
C7
Co: G - 5 r ��cJ Phone: [phone]
Fax: �`7 /lJI`��� Fax: C910) i.SA-?A04
��i!' � - �-- � w�� v - �� -- /f�x�-cry l_:•:os.� ✓ i
127 4=.,.a...e, Drive B,xta..drm, wil—itasue- rrc 28405 - C910 79s--,zl!g . M 84ual dPP�nitY AMvxrm tl Aoefnn lknvleya

COASTAL SITE DESIGN, PC
PO Box 4041
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
License # C-2710
September 23, 2013
Christine Nelson'
Express Review Permitting
N.C. Department of Environment
And Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Express Stormwater Submittal
Stevenson Chevrolet
Onslow County
CSD Project No. 12-0280
Dear Christine:
Enclosed please find the following items.
- one (1 copy of the Stormwater Management Calculations
two (2) sets of stormwater plans
two (2) copies impervious dimensions and drainage area maps
Original stormwater application
Original O & M for wetlands
- Check for $4,000
Wetlands supplement
two (2) copies of the grading sheets
deed of property
- ACOE signed wetlands map
Secretary of State filing for John Onion Stevenson, INC
Please call if you have any questions.
Very truly yours,
wo
Rodney Wright ,p E IVIE
Encl.: As noted above .
SEP 25 20�
cc: AMKing
BY:

,�
STORMWATER MANAGEMENT CALCULATIONS
For
Stevenson Chevrolet
PREPARED FOR
John O'Rion Stevenson, INC
2409 N Marine Blvd
Jacksonville, NC 28564
910-581-3386
Prepared by:
COASTAL SITE DESIGN, PC
PO Box 4041
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
License # C-2710
\``\� H 1 ICIA
9. •..D
O,• LESS/''•�/'s
4 SEAL 9 Y =
: 025483
yG�NE�Q
Howard Resnik, P.E.
511=!3
CEIVE
SEP 2 5 2013
BY.-

PROJECT NAME:
COASTAL SITE DESIGN, PC
PO BQx 4041
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
license # C-2710
FOR STORMWATER EXPRESS REVIEW
Stevenson Chevrolet
1435 West Corbett St.
Swansboro, NC 28584
Onslow County
September 22, 2013
PROJECT DESCRIPTION: This project is for the construction of an auto dealership building, vehicle display
lot and detail building located in the Town of Swansboro. Land disturbance associated with the improvements
will be approximately 14 acres. The owner of the property is John Stevenson with John Onion Stevenson INC
being the developer of the site. There are approximately 1.14 acres of wetlands located within the property
boundary. Wetlands were delineated and approved by the ACOE on May 14, 2013 and are valid until May 14,
2018
Stormwater from the site drains through an unnamed tributary to Queens Creek SA;HQW located in the White
Oak River Basin (Index # 19-41-16). The project is outside of the half mile offset from the banks of Queens
Creek. The project will be high density utilizing constructed wetlands to treat stormwater from the site. Post
Iyear runoff from the site is less than the pre developomnet 1 year runoff. Proposed impervious for the site is
57.2%. The project will have direct access onto West Corbett St (HWY 24). Water and sewer will be provided
by ONWASA.
PROJECT BMP: constructed wetlands
STORMWATER ENCTWEER/CONSUL TANT: Coastal Site Design, PC
PO Box 4041
Wilmington, NC 28406
Rodney Wright
[e-mail]
910 7914441 office
910 7911501 fax
ECEIVE
SEP 2 5 2019
BY:

PROJECT DATA:
Existing Site Data (areas within property boundary)
wetland area
upland area
existing building
existing asphalt/concrete
Total site area
Proposed Site Data:
Proposed Building
Proposed asphalt/curb and gutter
Sidewalks
Future
Total proposed impervious area
Soil Types:
Abbreviation
On
Ra
Type and Descri tion
Onslow
Rains
49,474 sf
(1.14 acres)
588,243 sf
(13.50 acres)
2,137 sf
(0.05 acres)
876 sf
(0.02 acres)
6409730 sf
(14.71 acres)
35,707 sf
(0.82 acres)
171,901 sf
(3.95 acres)
8,344 sf
(0.19 acres)
150,500 sf
(3.45 acres)
366,452 sf
(8.41 acres)
Hydrologic Group Area
B 3.99 ac
D/B 10.71 ac
(See attached soils map and pages 134 of Table 15, "Physical and Chemical Properties of the
Soils")
I=—CF
SEP 2 5 2"019
J%Cowl Silo Din, PC
noftM
MWnANCMM

WETLANDS CALCULATIONS:
PRE -DEVELOPED CONDITIONS FOR WETLANDS (see hydrograph summary and reports):
Pre-dev. to wetlands
CN Pre Developed = 55 (SCS) composite value determined as follows:
+/- 520,844 sf of soils area B, WOODS good condition (CN = 55)
Area = 520,844 sf or 11.96 acres
Time of Concentration = 5.0 min
Qmax for pre-dev 1-yr/24-hr storm = 3.49 cfs
POST -DEVELOPED CONDITIONS FOR WETLANDS (see hydrograph summary and reports):
Post-dev. to wetlands
CN Post Developed = 87 (SCS) composite value determined as follows:
+/- 366,452 sf of impervious surface (CN = 98)
+/- 154,392 sf of soils are B, open space good condition (CN = 61)
((366,452 x 98) + (154,392 x 61)) / 520,844 = 87.0
USED CN = 87
Area = 366,452 sf or 11.96 acres
Time of Concentration = 5.0 min
Qmax for post-dev 1-yr/24-hr storm = 32.31 cfs
Routed site — areas draining to wetlands routed through wetlands (see hydrograph summary &
reports):
Qmax for post route 1-yr/24-hr storm = 2.48
SUA& ARY:
Qmax for rousted post-dev 1-yr/24-hz- storm = 2.48 cfs < 3.49 cfs....O.I.
E
S-? 2 5 2013
Coastal Sh DedgN PC
PO. Box4041
Wilmington, NC 28408

STORMWATER WETLANDS
DETERMINE IMPERVIOUS PERCENTAGE
area to basin =
520,844
sf
11.96
acres
buildings =
35,707
sf
0.82
acres
paved parking areas =
171,901
sf
3.95
acres
sidewalks =
8,344
sf
0.19
acres
fire road =
-
sf
-
acres
future =
150,500
sf
3.45
acres
rec =
-
sf
-
acres
total impervious surface =
366,452
sf
8.41
total non -impervious surface =
154,392
sf
acres
3.64
acres
percent imp. = 70.4 %
1.5" VOLUME DETERMINATION:
DETERMINE RUNOFF COEFFICIENT (Rv)
I = 70.4 percent impervious
Rv = 7 (runoff coefficient, inches per inch)
Rv = 0.05 + 0.009 (I)
Rv = 0.68 infin
DETERMINE VOLUME
design storm 1.5 inch
Rv = 0.68 in/in
drainage area = 11.96 acres
volume =
volume = (design storm)(Rv)(drainage area)
volume = 1.0 acre-ft
volume = 44,283 d of required storage volume
DETERMINE REQUIRED SURFACE AREA
surface area = Is, volume / 1 ft
1.5' volume = 44,283 cf
Dp!ants = 1 It
surface area = 44,2a3 sf
nECEIVE�z5�p
B1F
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

WETLANDS STAGE -STORAGE TABLE:
ELEVATION
AREA
(FT)
(Sr-)
PP 33
41,748
TPE 34
48,000
1.5" storage volume provided (elev. 34.0)
Stormwater Wetlands Proportlons:
Surface area provided (elev.34.0) =
Forebay (10% of total SF) =
Shallow Water (40% of total SF) =
Shallow Land (30-40% of total SF) =
Deep Pool (5% of total SF) =
Outlet (5% of total SF) =
STAGE - DISCHARGE TABLE:
INCREMENTAL
VOLUME STORAGE
(cf) (cQ
44,874 44,874
44,874 cf
48,000 sf
4,800 of
19,200 sf
19,200 sf
2,400 of
2,400 sf
size of orifice (in) = 4.00 elevation of orifice = 33.00
crest length of weir cut (ft) = 0.00 elevation of weir cut = -
crest length of grates (sf) = 4.0 elevation of grates = 34.0
crest length of spillway (it) = 250.0 elevation of spillway = 34.2
ELEVATION 4.0' PVC WEIR GRATES SPILLWAY TOTAL
(ft) (cfs) (e) (da) Me) We)
33
34
34.5
PVC DRAW DOWN
Orifice size =
Normal Pool Storage Elev. =
1.5" storage Bev. =
0.00
0.42 0.00
0.51 no weir cut 4.67
4.00 in
33.00 ft
34.0 It
Orifice coefficient (C) = 0.6
Average head from 1.5" storage to orifice (h) = (34 - 33) /3 =
Orifice cross sectional area (A) = pi x M2 = 3.14 x (r/12)A2 =
Acceleration due to gravity (g) _
Q=CA (2gh)i/2 = 0.6 x 0.08722 x (2x32.2x0.37)A1/2 =
44,874 / 0.24125 = 186,006 seconds =
123.24
0.33 ft
0.08722 sf
32.2 ft/s^2
0.24125 cis
2.15 days
0.42
128.42
1JECEIVE111%
"- SEP 2 5 2013
BY. -
COASTAL SITE DESIGN, PC
PO BOX 4041
WILMINGTON, NC 28406

Hydrograph Summary Repo r .__: .. ____ _.

Hydrograph Report
Hydraflow HYdrographs Extension fbr AutoCADQD Civil 3DO 2012 by Autodesk,
Inc. v9
Sunday, 09 / 22 / 2013
Hyd. No. I
Pre—dev Entire Site
Hydrograph type
Storm frequency
= SCS Runoff
= 1 yrs
Peak discharge
= 3.489 cfs
Time interval
= 2 min
Time to peak
Hyd. volume
= 726 min
= 18,872 cuft
Drainage area
= 11.960 ac
Curve number
= 55
Basin Slope
= 0.0%
Hydraulic length
= 0 ft
Tc method
Total precip.,
= User
= 3.83 in
Time of conc. (Tc)
= 5.00 min
Storm duration
= 24 hrs
Distribution
Shape factor
= Type III
= 484
Q (Cfs)
4.00
3.00
2.00
1.00
M We
Pre—dev Entire Site
Hyd. No. I — 1 Year
. G%p 00V f4ou OUU
— Hyd No. 1
120 840 960
ECF.
SEP 2 5 f"M
BY: --- -
1080 1200 1320 1440
Q (Cfs)
4.00
3.00
2.00
1.00
0.00
1560
Time (min)
Coastal Site Design, PC
PO. BOX 441
Wilmington, NC36

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3109 2012 by Autodesk, Inc, v9
Sunday, 09 / 22 / 2013
Hyd. No. 2
Post minus Islands
Hydrograph type
Storm frequency
= SCS Runoff
= 1 yrs
Peak discharge
= 21.46 cfs
Time interval
= 2 min
Time to peak
Hyd. volume
= 724 min
= 64,680 cuft
Drainage area
Basin Slope
= 7.660 ac
=
Curve number
= 87
Tc method
0.0 %
= User
Hydraulic length
= 0 ft
Total precip.
= 3.83 in
Time of conc. (Tc)
Distribution
= 5.00 min
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Q (Cfs)
24.00
20.00
16.00
12.00
4.00
0.00
Post minus Islands
Hyd. No. 2 —1 Year
I�
II'
�9
Q (Cfs)
24.00
20.00
16.00
12.00
LAW
' w
120 240 360 480 600 720 840 960 1080 1200 1320 1440 15600.00
Hyd No. 2 Time (min)
g�;� 2 5 2 lu 3 Coastal Sb Deslgn, PC
P.O. Box 4041
WiimingtA NO 280

Hydrograph
Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by
Autodesk, Inc. v9
Sunday, 09 / 22 / 2013
Hyd. No. 3
Post - ISLANDS
Hydrograph type
Storm frequency
= SCS Runoff
= 1 yrs
Peak discharge
= 12.05 cfs
Time interval
= 2 min
Time to peak
Hyd. volume
= 724 min
= 36,308 cult
Drainage area
Basin Slope
= 4.300 ac
= 0.0 %
Curve number
= 87*
Tc method
= User
Hydraulic length
Time of conc. (Tc)
= 0 ft
= 5.00 min
Total precip.
Storm duration
= 3.83 in
= 24 hrs
Distribution
= Type III
Shape factor
= 484
" Composite (Area/CN) = [(8.410 x 98) + (6.290 x 61)] / 4.300
Q (cfs)
14.00
12.00
10.00
8.00
. 11
4.00
2.00
MM
Post - ISLANDS
Hyd. No. 3 —1 Year
+ i V cf+u Sou QSU 600
Hyd No. 3
Q (cfs)
14.00
12.00
10.00
8.00
6.00
4.00
2.00
720 840 860 1080 1200 1320 1440 15600.00
Time (min)
Coastal Site Design, PC
x ��� P.O. Box 4041
Wilmington, NC 28408

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3136 2012 by Autodesk, Inc. v9
Sunday, 09 / 22 / 2013
Hyd. No. 4
ROUTED - ISLANDS
Hydrograph type
Storm frequency
= Reservoir
= 1 yrs
Peak discharge
= 11.20 cfs
Time interval
= 2 min
Time tc peak
Hyd. volume
= 726 min
= 24,382 cuft
Inflow hyd. No.
= 3 - Post - ISLANDS
Max. Elevation
= 34.63 ft
Reservoir name
= ISLANDS
Max. Storage
= 6,867 cuft
Storage Indication method used. Exflltration extracted from Outflow.
Q (cfs)
14.00
12.00
10.00
8.00
4.00
2.00
J M
ROUTED - ISLANDS
Hyd. No. 4 --1 Year
Q (C%)
14.00
12.00
10.00
4.00
2.00
0 120 240 360 480 600 720 840 960 10800.00
Hyd No. 4 Hyd No. 3 lII:T1TL7 Total storage used = 6,867 cuff Time (min)
E WCoastal Site Design, PC
SEP 25 2M a P0. Bo'l�l
Wilmington, NC 28408
BY

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Sunday, 09 / 22 / 2013
Hyd. No. 5
Combined Post (2&4)
Hydrograph type
Storm frequency
= Combine
= 1 yrs
Peak discharge
= 32.31 cfs
Time interval
= 2 min
Time to peak
Hyd. volume
= 724 min
= 89,061 cuft
Inflow hyds.
= 2, 4
Contrib. drain. area
= 7.660 ac
Q (Cfs)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
.,,
Combined Post (2&4)
Hyd. No. 5 --1 Year
Q (Cfs)
35.00
30.00
25.00
20.00
15.00
10.00
5.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 14400.00
•--- Hyd No. 5 — Hyd No. 2 -- Hyd No. 4 Time (min)
=41.0= IV 1 Coastal Site Design, PC
SEP 15'3 PO. sox 4044,
NWilmington, NC 28400
.2W.

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3139 2012 by Autodesk, Inc. v9
Sunday, 09 / 22 / 2013
Hyd. No. 6
Routed Combined Posts
Hydrograph type =
Storm frequency =
Reservoir
'I yrs
Peak discharge
= 2.480 cfs
Time interval =
2 min
Time to peak
Hyd, volume
= 794 min
= 83,820 cult
Inflow hyd. No. =
Reservoir name =
5 - Combined Post (2&4)
WETLANDS
Max. Elevation
= 34.20 ft
Max. Storage
= 54,988 cuft
Storage Indication method used.
Q (cfs)
35.00
30.00
25.00
20.00
15.00
10.00
Act
0.00
Routed Combined Posts
Hyd. No. 6 --1 Year
i wv I oUU L4UU
Hyd No. 6 -- Hyd No. 5
Q (cfs)
35.00
901A
25.00
20.00
15.00
10.00
5.00
3000 3600 4200 4800 5400 60000.00
f.CCFM- J Total storage used = 54,988 cult Time (min)
Coastal Site Design, PC
P.O. Box 4041
Wilmington, NC 2M

Hydrograph Summary Repo rt,,rAnnwWWA ,M.k. v.A..,---------

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3138 2012 by Autodesk, Inc. v9
Sunday, 09 / 22 / 2013
Hyd. No. 1
Pre_dev Entire Site
Hydrograph type
= SCS Runoff
Peak discharge
= 29.06 cfs
Storm frequency
= 10 yrs
Time to peak
= 724 min
Time interval
Drainage area
= 2 min
= 11.960 ac
Hyd. volume
Curve number
= 92,183 cuft
Basin Slope
= 0.0 %
Hydraulic length
= 55
= 0 ft
Tc method
Total precip.
= User
= 7.22 in
Time of conc. (Tc)
= 5.00 min
Storm duration
= 24 hrs
Distribution
Shape factor
= Type III
= 484
Q (cis)
30.00
25.00
20.00
15.00
10.00
5.00
0.00
Pre_dev Entire Site
Hyd. No. 1 —10 Year
Q (cfs)
30.00
25.00
20.00
15.00
10.00
5.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1 0.00
Hyd No. 1
560
Coastal Site Design, PC Time (min)
4kP0. Box 4041
Willmingtor,, NC 28406

Hydrograph Report
Hydratlow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk,
Inc. v9
Sunday, 09 / 22 / 2013
Hyd. No. 2
Post minus Islands
Hydrograph type
= SCS Runoff
Peak discharge
= 47.43 cfs
Storm frequency
= 10 yrs
Time to peak
= 724 min
Time interval
Drainage area
= 2 min
= 7.660
Hyd. volume
= 148,384 cult
Basin Slope
ac
= 0.0 %
Curve number
Hydraulic length
= 87
= 0 ft
Tc method
Total precip.
= User
= 7.22 in
Time of conc. (Tc)
= 5.00 min
Storm duration
= 24 hrs
Distribution
Shape factor
= Type III
= 484
Q (cfs)
50.00
40.00
30.00
20.00
10.00
Post minus Islands
Hyd. No. 2 —10 Year
Q (cfs)
50.00
40.00
30.00
NMI
10.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 14400.00
----- Hyd No. 2
Time (min)
Coastal Site Design, PC
PO, Box 4041
Wilmington, NC 2W6

Hydrograph Report
Hydraflow.Hydrographs Extension for AutoCAD® Civil 3138 2012 by Autodesk, Inc. v9
Sunday, 09 / 22 / 2013
Hyd. No. 3
Post - ISLANDS
Hydrograph type
= SCS Runoff
Peak discharge
= 26.62 cfs
Storm frequency
= 10 yrs
Time to peak
724 min
Time interval
Drainage area
= 2 min
= 4.300 ac
Hyd. volume
= 83,297 cult
Basin Slope
= 0.0 %
Curve number
Hydraulic length
= 87*
= 0 ft
Tc method
Total precip.
= User
= 7.22 in
Time of cone. (Tc)
= 5.00 min
Storm duration
= 24 hrs
Distribution
Shape factor
= Type III
= 484
* Composite (Area/CN) = [(8.410 x 98) + (6.290 x 61)] / 4.300
24.00
20.00
16.00
12.00
8.00
4.00
0.00
0 .120 240
--- Hyd No. 3
Post - ISLANDS
Hyd. No. 3 — 10 Year
snu Otto 600 720 840 960
Q (cfs)
28.00
24.00
`4 ! X
16.00
12.00
8.00
4.00
1080 1200 1320 1440 0.00
Time (min)
44 Coastal Slte Deslgnr PC
P.O. Box 4041
Wilmington, NC 28406

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3DO 2012 by Autodesk, Inc. v9
Sunday, 09 / 22 / 2013
Hyd. No. 4
ROUTED - ISLANDS
Hydrograph type
Storm frequency
= Reservoir
= 10 yrs
Peak discharge
= 25.26 cfs
Time interval
= 2 min
Time to peak
Hyd. volume
= 724 min
= 70,102 cuft
Inflow hyd. No.
= 3 - Post - ISLANDS
Max. Elevation
= 34.73 ft
Reservoir name
= ISLANDS
Max. Storage
= 8,059 cuft
Storage Indication method used. Exfiltration extracted from Outflow.
24.00
20.00
16.00
12.00
of
4.00
0.00
0 120 240
Hyd No. 4
ROUTED - ISLANDS
Hyd. No. 4 --10 Year
dou 480 600
-- Hyd No. 3
Q (cfs)
28.00
24.00
20.00
16.00
12.00
E,
4.00
720 840 960 1080 1200 1320 14400 00
ILL.TLI:CI Total storage used - 8,059 cuft Time (min)
Coastal Site Design, Pl
r ® PO. Box 4041
Wilmington, NC 28406

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk,
Inc. v9
Sunday, 09 / 22 / 2013
Hyd. No. 5
Combined Post (2&4)
Hydrograph type
Storm frequency
= Combine
= 10 yrs
Peak discharge
= 72.69 cfs
Time interval
= 2 min
Time to peak
Hyd. volume
= 724 min
= 218,487 cuff
Inflow hyds.
= 2, 4
Contrib. drain. area
= 7.660 ac
Q (Cfs)
80.00
70.00
:�
50.00
40.00
30.00
20.00
10.00
1 11;
Combined Post (2&4)
Hyd. No. 5 —10 Year
Q (Cfs)
80.00
70.00
.M
50.00
40.00
30.00
20.00
10.00
0 120 240 360 480 600 720 840 960 1080 1200 132 114400.00
--- Hyd No. 5 --- Hyd No. -- Hyd No. 4 Time (min)
A
Coastal site De.;lgn, Vic;
F0, Box 4041
Wilmington, NC 28406

Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 31301) 2012 by Autodesk, Inc. v9
Sunday, 09 / 22 / 2013
Hyd. No. 6
Routed Combined Posts
Hydrograph type =
Storm frequency =
Reservoir
10 yrs
Peak discharge
= 66.10 cfs
Time interval =
2 min
Time to peak
Hyd. volume
= 726 min
= 213,064 cuff
Inflow hyd. No. =
Reservoir name =
5 - Combined Post (2&4)
WETLANDS
Max. Elevation
= 34.42 ft
Max. Storage
= 65,570 cuff
Storage Indication method used.
Q (cfs)
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
0.00
icu Lou
Hyd No. 6
Routed Combined Posts
Hyd. No. 6 --10 Year
JOU 46U 600
- Hyd No. 5
Q (cfs)
80.00
70.00
60.00
50.00
40.00
30.00
20.00
10.00
720 840 960 1080 1200 1320 1440D 00
EUT.II7 Total storage used = 65,570 cult Time (min)
Coastal Site Design, PC
P.O. Box *1
Wilmington, NC 28406

Pond Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. v9
Pond No.1 - WETLANDS
Sunday, 09 / 22 / 2013
Pond Data
Contours -User-defined contour areas. Conic method used for volume calculation. Begining
Elevation = 33.00 ft
Stage / Storage Table
Stage (ft) Elevation (ft)
Contour area (sgft)
Incr. Storage (cuft)
Total storage (cult)
0.00 33.00
41,748
0
1.00 34.00
1.50 34.50
48,000
44,833
0
44,833
51,552
24,880
69,713
Culvert / Orifice Structures
Weir Structures
[A] [B]
[C]
[PrfRsr]
[A] IBl
ICl [DI
Rise (in) = 18.00 4.00
Span (in) = 18.00
0.00
0.00
Crest Len (ft)
= 8.00 250.00
0.00 0.00
4.00
No. Barrels = 1 1
0.00
0.00
Crest El. (ft)
= 34.00 34.20
0.00 0.00
Invert El. (ft) = 33.00 33.00
0
0.00
0
0.00
Weir Coeff.
Weir Type
= 3.33 2.60
1
3.33 3.33
Length (ft) = 15.00 1.00
0.00
0.00
Multl-Stage
- Broad
= Yes No
-
No
Slope (%) = 0.30 0.00
0.00
n/a
No
N-Value = .013 .013
.013
n/a
Orifice Coeff. = 0.60 0.60
Multi -stage = n/a
0.60
0.60
Exfil.(in/hr)
= 0.000 (by Contour)
Yes
No
No
TW Elev. (ft)
= 0.00
Stage (ft)
2.Or'
1.81
1A
1A
1.210
1.00
0.80
0.60
0.40
0.20
0.00
- Total Q
Note: CulverVOrifles outflows are analyzed under inlet (1c) and outlet (oc) control. Weir risers chedcsd for office conditions (ic) and submergence (s)
Stage / Discharge
Elev (ft)
35.00
34.80
34.60
34.40
34.20
34.00
33.80
33.60
33.40
13.20
QU.0 bo.0 70.0 80.0 90.0 . 100.0 110 OJ3.00
Discharge (cis)
Coastal Site Design, PC
P0. BOX 4041
Whinoon, NC 28406

Pond Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3DO 2012 by Autodesk, Inc. v9
Sunday, 09 / 22 / 2013
Pond No. 4 - ISLANDS
Pond Data
Contours -User-defined contour areas.
Conic method used for volume calculation. Begining Elevation = 34.00 ft
Stage / Storage Table
Stage (ft) Elevation (ft)
Contour area (sgft)
Incr. Storage (cuft)
Total storage (cuft)
0.00 34.00
9,408
0
0
0.50 34.50
1.00 35.00
11,571
13,868
5,235
5,235
6,350
11,585
Culvert / Orifice Structures
Weir Structures
[A] [B]
IC]
[PrfRar]
[A] [B]
[C] [D]
Rise (in) = 36.00 0.00
Span (in) = 36.00
0.00
0.00
Crest Len (ft)
= 72.00 0.00
0.00 0.00
0.00
No. Barrels = 1
0.00
0.00
Crest El. (ft)
= 34.50 0.00
0.00 0.00
0
Invert El. (ft) = 30.00 0.00
0
0.00
0
0.00
WeirCoeff.
Weir Type
= 3.33 3.33
= 1
3.33 3.33
Length (ft) = 220.00 0.00
0.00
0.00
Multi -Stage
= Yes No
No No
Slope (%) = 0.20 0.00
0.00
n/a
N-Value = .013 .013
.013
n/a
Orifice Coeff. = 0.60 0.60
0.60
0.60
Exfll.(Inihr)
= 0.520 (by Contour)
Multi -Stage = n/a No
No
No
TW Elev. (ft)
= 0.00
Stage (ft)
I
f
L
0
0
0
0,
0.
0.
NOW: Culvert/Orifice outflows are analyzed under inlet (io) and outlet (oc) control. weir risers checked for OrWwe conditions (ic) and submergence (9).
Stage / Discharge
.90
.80
.70
.60
50
40
30
20
10
I
)0
n nn
Total Q
Elev (ft)
35.00
34.90
34,80
34.70
34.60
34.50
34.40
34.30
34.20
9.10
0.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 00
' ACoastal Site DesPggn; PEe (C")
PO. Box 4041
Wilmington, NC 2WO

Hydrology Report
Hydraflow Express Extension forAutoCAD® Civil 3130 2012 by Autodesk, Inc.
Sunday, Sep 22 2013
swale 1
Hydrograph type
Storm frequency (yrs)
Drainage area (ac)
Rainfall Inten (inlhr)
OF Curve
Q (cfs)
15.Of
12.0(
9.0C
. 11
3.00
0.00
= Rational
= 10
= 1.840
= 9.688
= wilmington_2008.IDF
-- Runoff Hyd - Qp = 14.80 (cfs)
Peak discharge (cfs)
= 14.80
Time interval (min)
= 1
Runoff coeff. (C)
= 0.83
Tc by User (min)
= 5
Rec limb factor
= 1.00
Runoff Hydrograph
10-yr frequency
Hydrograph Volume = 4,439 (cult); 0.102 (acft)
Coastal Slte Design, PC
PO. Box 4041
Wilmington, NC 2NO
Q (cfs)
15.00
12.00
9.00
Wf
3.00
J.00
10
Time (min)

Channel Report
Hydraflow Express Extension for AutoCADO Civil MOD 2012 by Autodesk, Inc.
Sunday, Sep 22 2013
SWALE-1 (BARE EARTH)
Trapezoidal
Bottom Width (ft) = 0.50
Highlighted
Side Slopes (z:1) = 3.00,3.00
Depth (ft)
Q (Cfs)
= 1.57
= 14.80
Total Depth (ft) = 2.00
Invert Elev (ft) = 33.00
Area (sqft)
= 8.18
Slope (%) = 0.10
Velocity (ft1s)
Wetted Perim (ft)
= 1.81
= 10.43
N-Value = 0.022
Crit Depth, Yc (ft)
= 1.01
Calculations
Top Width (ft)
= 9.92
Compute by: Known Q
EGL (ft)
= 1.62
Known Q (cfs) = 14.80
Elev (ft)
36.00
35.50
35.00
34.50
34.0
33.50
33.00
32.50
Section
V 4 14 ti 8 10 12
Reach (ft)
Depth (ft)
3.00
2.50
2.00
1.50
1.00
0.50
REE
-0.50
14 16 18
4ACoastal Site Deslon, PC
P.O. Box 01
W1fM1r(#On, -Nr 2940p

Channel Report
Hydraflow Express Extension for AutoCAD® Civil 3130 2012 by Autodesk, Inc.
Sunday, Sep 22 2013
SWALE_1 (GRASSED)
Trapezoidal
Bottom Width (ft) = 0.50
highlighted
Side Slopes (z:1) = 3.00, 3.00
Depth (ft)
Q (cfs)
= 1.78
= 14.80
Total Depth (ft) = 2.00
Invert Elev (ft) = 33.00
Area (sgft)
= 10.40
Slope (%) = 0.10
Velocity (ft/s)
Wetted Perim (ft)
= 1.42
= 11.76
N-Value = 0.030
Crit Depth, Yc (ft)
= 1.01
Calculations
Top Width (ft)
EGL (ft)
= 11.18
Compute by: Known Q
= 1.81
Known Q (cfs) = 14.80
Elev (ft)
36.00
35.50
35.00
34.50
34.00
33.50
33.00
32.50
Section
s
4. `4 0 a 10 12
Reach (ft)
Depth (i)
3.00
2.50
2.00
1.50
1.00
D.50
100
-0.50
14 Cistal 51te Degan, PC
P0, Box 491
Wilmington, NC 2M

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P.O. Box 4041
Wilmington, NC 28408
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.' P.O. Box 4041
Wilmington, NC 28400

+� 9
March 6, 2013
A M King Construction Company
1610 East Morehead, Suite 200
Charlotte, North Carolina 28207
Attention: Mr. Daniel Crist
Reference: Report for Stormwater Suitability Evaluations
Proposed Stevenson Chevrolet
Swansboro, North Carolina
S&ME Project No. 1061-13-408
Dear Mr. Crist:
S&ME, Inc. (S&ME) is pleased to provide this report for stormwater suitability
evaluation services at the above -referenced site. S&ME was requested by you to perform
these services for the proposed site improvements. S&ME has conducted these services
in general accordance with S&ME Proposal 278A-12(Additional Services) dated
February 27, 2013.
PROJECT BACKGROUND
S&ME was initially contacted by you in December 2012 to discuss the proposed new car
dealership in Swansboro, North Carolina. You initially requested that the geotechnical
services include evaluation of soils for stormwater best management practice (BMP)
suitability at five locations on the property. Prior to our mobilization to the site to begin
the soil evaluations, a testing location plan was provided by the project civil engineer,
Coastal Land Planning which identified 10 locations. The additional scope of work and
associated fee was agreed upon via emails between you and Mr. Paul Masten of S&ME
on February 19, 2013.
Based on the Onslow County Soil Survey, the property is mapped as containing the
Onslow and Rains soil series. The Onslow series is described as moderately well drained
and somewhat poorly drained with a reported seasonal high water table at approximately
18 inches below the ground surface. The Rains series is described as poorly drained with
a reported seasonal high water table between 0 to 12 inches below the ground surface.
Coastal Site Design, PC
P.O. Box 4041
Wilmington, NC 28406
SWE, INC. 13006 Hall Wags Drive, Suite 100 / Wilmington, NC 284OW86 I p 910.799.9945 / f 910.799.9958 /www smeinc.00m

Stormwater Suitability Evaluations
Proposed Sil evgjirl son hev let Swans ro N rth C rolin S$ME Project No. 1061-13-408
arch 6 013
FINDINGS
Seasonal High Water Table Evaluations
The seasonal high water table evaluations were performed on February 20, 2013 by
advancing one hand auger boring at each test location (SW-1 through SW-10) to depths
ranging from approximately 16 to 32 inches below the existing ground surface. Soils
were evaluated by a Licensed Soil Scientist for evidence .of seasonal high water table
influence. This evaluation involved looking at the actual moisture content in the soil and
observing the matrix and mottle colors.
Depending on the soil texture, the soil color will indicate processes that are driven by
seasonal high water table fluctuations such as iron reduction and oxidation and organic
matter staining.
The soils at the test locations were observed to range from sandy loam surface horizons
to sandy clay loam and clay subsurface horizons. The seasonal high water tables were
determined to range from the ground surface down to approximately 26 inches below the
existing ground surface. Groundwater was encountered within 6 i�aches of the surface at
the locations where the seasonal high water table was identified at the surface.
See Table 1 below for the seasonal high water table depths at the test locations.
Hydraulic Conductivity Testing
S&ME Performed the in -situ soil hydraulic conductivity testing by using a compact
constant head permeameter at each of the test locations. Hand auger borings were
advanced with a 2-inch diameter bucket to depths ranging from approximately 7 to 8
inches below the existing ground surface. The water dissipating unit was lowered to the
bottom of the hole, and water was dispensed from the permeameter. The water was
allowed to move through the unit until steady-state flow was achieved, and then the flow
rates were recorded. The last three measurements were averaged to achieve the most
representative value to express the saturated hydraulic conductivity. The depth interval
of the tests corresponded to a layer of material approximately 6 inches thick at the
selected testing depths.
The hydraulic conductivity rates were calculated as ranging between 0.10 in hour to 0.57 inches per hour. See the Table 1 below for the hydraulic conductivity rate at each per
test location.
It should be noted that hydraulic conductivity testing was not performed at locations SW-
5 through SW-8 due to the seasonal high water table being identified at the surface and
groundwater being encountered within six inches of the surface.
Coastal Site Deslgn, PC
PO. Box 4041
2 Wilmington, NC 28408

Stormwater Suitability Evaluations SWE Project No. 1061-13-408
Proposed Stevenson Chevrolet. Swansboro North Carolina March 6 2013
See Figure 1 (attached) for the approximate test locations, site features discussed above,
and the corresponding seasonal high water table depths.
A hand auger boring profile sheet, which provides a description of the observed soil
horizons and the determined seasonal high water table, has also been included with this
report.
Based on the seasonal high water table evaluations and hydraulic conductivity performed,
the site does not appear to be suitable for infiltration basins. Potentially suitable BMPs
include wet detention basins, constructed wetlands, bio-retention devices, and permeable
pavement. If permeable pavement is proposed, additional testing may be required to
meet the minimum soil testing requirements identified in the North Carolina BMP
Manual.
Please note that groundwater levels fluctuate for numerous reasons, and these findings do
not indicate that groundwater levels have not or will not rise above the noted depths.
. ACoastal Site Da!gn, PC
P.O. Box 4041
Wlmington, NC 2840E

Suftolb lity
S&iVl-'Project No.1.06.1-13,408
CLOSINO
S app fates tt oPPOrtWity tu.PrOViop Use servim 0 yiju. if you 114ve any
yuesdons, please contact 14.
Sincerely,
"MR, .The.
VMP.
en, L.Sr.. r
1Eto>bat.P Willcox k, LS,S:
Prgjbo Manager �b Scjent a
.PAM RPWlithd..
AUWbxfients; $Qjj > 04ng P les
Rpm 1. - Approximew Te$t LOcatit Skoteh
coastal Site Design, PC
P.O. Box 4041
wilmir g m, NC 28406
4

TABLE 1
Seasonal High Water Table Evaluations
Soil Descriptions
Proposed Stevenson Chevrolet
Swansboro, North Carolina
S&ME Project No. 1061-13-408
Maw Mottle
Depth Hue/Value Hue/Value
Location Horizon Inches /Chroma /C_ Texture/Structure
SW-1 A 0-7 1 OYR 4/2 Dark grayish brown sandy loam,
moderate, medium granular
E 7-13 10YR 5/4
Yellowish brown sandy loam,
moderate, medium granular
Bt 13-19 lOYR 5/4
Yellowish brown sandy clay loam,
moderate, medium angular blocky,
Btg 19-28+ 2.5Y 6/1 2.5Y 5/1 firm slightly sticky, slightly plastic
Gray sandy clay loam, moderate,
1 OYR 5/8 medium subangular blocky, firm,
slightly sticky, slightly plastic;
gray redox depletions and
yellowish brown redox
concentrations
Seasonal High Water Table =19" below the existing ground surface. Groundwater observed at
24" below the existing ground surface.
SW-2 A 0-7 l OYR 4/2 Dark grayish brown sandy loam,
E 7-13 2.5Y 5/4 moderate, medium granular
Light olive brown sandy loam,
Bt 13-20 2.5Y 5/4 moderate, medium granular
Light olive brown sandy clay
loam, moderate, medium angular
blocky, firm, slightly sticky,
slightly Btg 20-30+ 2.5Y 5/2 2.5Y 4/1 Grayplastic
Grayish brown wn sandy clay loam,
2.5Y 5/4 moderate, medium subangular
blocky, firm, slightly sticky,
slightly plastic; dark gray redox
depletions and light olive brown
redox concentrations
Seasonal High Water Table = 20" below the existing ground surface. Groundwater observed " below the existing ground surface. at
21
Coastal Site Deslgn, PC
e PO, Box 4041
Wilmington, NC 28406

TABLE 1
Seasonal High Water Table Evaluations
Soil Descriptions
Page Two
Matrix Mottle
Depth Hue/Value HueNalue
Location Horizon Inches Q ma /Chroma
Texture/Structure
SW-3 A 0-9 1OYR 4/2
Dark grayish brown sandy loam,
Bt 9-16 1OYR 516 2.5Y 5/3
modrate, medium ular
Yellowish brown cl��stron g,
medium subangular blocky, firm,
slightly sticky, slightly plastic;
C 16-22+ 1OYR 5/6 2.5Y 6/2
light olive brown redox depletions
Yellowish brown clay, massive,
2.5Y 4/1
very firm, sticky, plastic; light
grayish brown and dark gray redox
depletions
Seasonal High Water Table = 16" below the existing ground
17" below the
surface. Groundwater observed at
existing ground surface.
SW-4 A 0-7 10YR 4/2
Dark grayish brown sandy loam,
E 7-14 2.5Y 5/4
moderate, medium granular
Light olive brown sandy loam,
Btl 14-26 2.5Y 5/4 10YR 5/8
moderate, anular
Light ive brown clay, strong,
medium subangular blocky, firm,
sticky, plastic; yellowish brown
Bt2 26-32+ 2.5Y 5/4 1 OYR 5/8
redox concentrations
Light olive brown sandy clay
2.5Y 6/2
loam, strong, medium subangular
blocky, firm, slightly sticky,
slightly plastic;
Seasonal High Water Table = 26" below the existing ground surface. Groundwater observed at
31" below the existing ground surface.
COMBI Site Design, PC
4 P.D. Box 4041
�" Wilmington, NC PB4OO

TABLE 1
Seasonal High Water Table Evaluations
Soil Descriptions
Page Three
Matrix Mottle
Depth Hue/Value Hue/Value
Location Horizon Inches /Chroma /Chroma
Texture/Structure
SW-5 A 0-8 2.5Y 2.5/1
Black sandy loam, weak, fine
Btg 8-16+ 2.5Y 6/1 23Y 4/1
Gray sandy clay organics loam, moderate,
10YR 5/8
medium subangular blocky, firm,
sticky, plastic; dark gray redox
depletions and yellowish brown
redox concentrations
Seasonal High Water Table = 0" below the existing ground surface. Groundwater observed at 4"
below the
existing ground surface.
SW-6 A 0-6 2.5Y 2.5/1
Black sandy loam, weak, fine
Btg 6-16+ 2.5Y 6/1 2.5Y 4/1
granular, organics
Gray sandy clay loam, moderate,
1 OYR 5/8
medium subangular blocky, firm,
sticky, plastic; dark gray redox
depletions and yellowish brown
redox concentrations
Seasonal High Water Table = 0" below the existing ground surface. Groundwater observed at 4"
below the existing ground surface.
SW-7 A 0-7 2.5Y 2.5/1
Black, sandy loam, moderate,
Btg 7-16+ 2.5Y 6/2 2.5Y 6/1
medium granular, organics
Light brownish gray sandy clay
IOYR 5/8
loam, strong, medium subangular
blocky, firm, sticky, plastic; gray
redox depletions and yellowish
brown redox concentrations
Seasonal High Water Table = 0" below the existing ground surface. Groundwater observed at 6"
below
the existing ground surface.
Coastal Site 0e41411, ire
P.O. Box *1
Wilmington, NC 2UN

TABLE 1
Seasonal High Water Table Evaluations
Soil Descriptions
Page Four
Matrix Mottle
Depth
Location Horizon(Inches)
Hue/value Hue/Value
/Chroma /Chroma
Texture/Structure
SW-8 A 0-8
2.5Y 2.5/1
Black sandy loam, moderate,
Btg 8-16+
2.5Y 6/1 1OYR 5/8
medium granular, orgics
Gray sandy clay loam,sstrong,
medium subangular blocky, firm,
sticky, plastic; yellowish brown
redox concentrations
Seasonal High Water Table = 0"
below the
below the existing ground surface. Groundwater observed at 5"
existing ground surface.
SW-9 A 0-5
1 OYR 3/1
Very dark gray, sandy loam,
Bt 5-14
2.5Y 5/3 1OYR 5/8
moderate, medium ar
Light olive brown sandylclaylocky
loam, moderate, medium,
subangular blocky, firm, slightly
sticky, plastic; yellowish brown
Btg 14-18+
2.5Y 6/2 2.5Y 5/1
redox concentrations
Light brownish gray sandy clay
10YR 5/8
loam, strong, medium subangular
blocky, firm, slightly sticky,
Plastic; gray redox depletions and
yellowish brown redox
High Water Table =14"
concSeasonal
below the existing ground surface. motions
SW-10 A 0-8 2.5Y 2.5/1 Black sandy loam, moderate,
medium angular blocky
Btg 8-22+ 2.5Y 5/2 1 OYR 5/8 Grayish brown sandy clay loam,
moderate, medium subangular
blocky, firm, slightly sticky,
slightly plastic; yellowish brown
redoconcentrations
Seasonal High Water Table = 8" below the existing ground surface• Groundwater observed at
14" below the existing ground surface.
ECEIVE',i Coastal Site Design, PC
"-� P.O. Box 4041
SEP 2 5 2013 Wilmirgton, NC 28406
BY:

LEGEND
Q5 Approximate Test Location
SCALE: UNKNOWN
CHECKED BY: F V
1 DRAWN BY: PAM
IVEjA
SEP 25 u
4ACoastal Slte Design, PC
P0, 8ox 941
Wilmington, NC 2906
Note: Drawing and test locations provided by Coastal Land Planning
STORMWATER TESTING PLAN FIGURE
MIE
PROPOSED STEVENSON CHEVROLET NUMBER
SWANSBORO, NORTH CAROLINA
DATE: 2 27-13
S&ME PROJECT NUMBER: 1061-13-408

ARI*_ l 5 1 iQ
� 1
2
5
10
25
50
100
200
500
1000
POINT PRECIPITATION
FREQUENCY ESTIMATES
.: FROM NOAA ATLAS 14 =
WMMMGTON WSO AIRPORT, NORTH CAROLINA (31-9457) 34 M3 N 779061 W 26 feet
from on-Fnquo=T Ataa ofthe Un$ed Smrs• NOAA Atlas 14, Vohrme Vnsiaa 3
NOAA, atN 'omal �B• � T. Fsz�ybols M.YeioS, end D. �Y �,
aviee,Sz cSprmg;M0,2004
SLIM-P1TRn0n intensity
Estimates
Estimattesjrn/lirl
��jian �F9.—l� ,—
[
�L �'?�'�✓e�iQ�;SF.�Ce� ' •� w�p'fa8on fieyuancy esemama are based on a aw � ea Ave Rea 1�`
Pfeese referio tha for oars WomreBoa. NOTE: Fo � rrence IrdsrvaL
8 forces estimema nearavoto appear r;sero.
_� u IN --•�y� .rw..wlW IIIOI male .NOTE: FormalGrrp pmreNe es8maias eearzea to �►
ePMesasro.
cEIvE
SEP 25 20f14
By.-

ARP
I
00
s-
2s
.50
200
500
Fbm n
POINT PRECIPITATION
FREQUENCY ESTIMATES
(1) FROM NOAA ATLAS 14
R'II.1V�TGTON W$O UMRT, NOR= CAROLIIMIA `31-94.i i j 34.2683 I+i 77.906Y W 26 rutaam -mak Ada ofdw Um"ah" NOAAIt" 14,Whb %vmfm3
am
NOM.NattaanlWa� .L66T. aiherraFonaALYdo% md D.
1-kl'-kfta4kk l -Wl ' I:?. II'_ III E r
`�P'�'$�a3grnq�aabial�anhaaadanay�,��Altlifia --
Pi�a rdarb aia far opn LYanr/on NM Fmi" beau wiaaia =D b gwtr==m
�aaia naarsio b appaarsz*s,
q

134
Soli SUM*
TABLE 15.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS --Continued
Soil name and ID thl
map symbol I I
Clay1
I
I Moiat ,Permeability lhvailable.l Soil I I Erosion
IShrink-swell
1 -
I 1
I bulk I
density I
I factors
I water lreactionl potential
I Organic
I In I
Pct
i I
In/hr
Icapacity I 1 K 1 T
I in/in
1 matter
I
On--------------- 1
1
I pH I
1I I
I Pat
10-101
110-68I
2-8 11.60-1.751
15-3511.30_1.501
>6.0
0.6_2.0
0.07-0.111I 11 3.-6---5.5 Low---_-__-__1
4
68-801I1
___
10.12_0.1713.6-5.5 ILow---------- 0.24I
.5-2Onalox
I1
0-721
2-12
11.60-1.751
.
-0-.-1-7
I1
------------- IP---------------1
10.05-0.1014.5-6.0 I I
11
1
1I1
1I II
III11III
1Low---------- Io.lol 51I0tolus
.5-2
>I+�------------ 1 0-141
>alntego 114-451
5-15
18-35
11.20-1.401
11.30-1.401
0.6-2.0
0.6-2.0
1 1 I 1 1 1
10.20-0.3013.E-5.5 1Low----_-__ I
-10.281
145-901
' I
18-40
11.25-1.401
0.6-2.0
10.12-0.2013.6-5.5 Low_--____5 I
I ---10.281 1
10.15-0.20
10_15
I
I I
1 3.6-5.5 ILow-----___
I 1--10.281 I
Pits I I
I 1
I
I I 1 I I I
1
Ra--------------- 0-121
I 1
1 I I
I 1 I I I
1 I
1
Rains
5-20
18-35
11.30-1.601
11.30-1.501
2.0-6.0
0.6-2.0
1 I
10.10-0.1414.5-6.5 ILow-----_ I 1 I
5
195112-951
-801
15-45
11.30-1.601
0.6-2.0
10.11-0.1514.5-5.5 ILow---____-__10.241 1
10.10-0.1514.5-5.5 1
1-6
St---------------j 0-12i
2-10
1 1.5-1.6
ILow__---___ _10.281
1 1 1 - 10.281 I
Stallings 112-801
5-18
I
1 1.4-1.6 I
6.0-20
2.0-6.p
10.06-0.1113.6-5.5 ILow---------- 10•101 5 1
10.10-0.1513.6-5.5 1
1-4
To------------- 1 0-141
5-18
1 1
11.35-1.651
ILow-----__
1 I 1---10.171 1
Torhunta 114-471
147-801
5-18
11.45-1.651
2.0-6.0
10.10-0.1513.6-5.5 Maw ---------- I I 1
10.10-0.1513.6-5.5 5 1
3-10
I I
2-18
11.45-1.651
6.0- 0
6.0-20
1Low-___-_____10.151
1 <0.05 13.6-6.5 ILow----____--10.101 I
Ud*.
1 1
1 I 1
Udorthents 1 1
I
I 1
1
I I I
I 1 1 I
I 1
Ur*. 1 1
I I
1 1 I I I I
I I 1 1
Urban land
I 1
I
I I
I I
Nae------------- 1 0-6 1
Wanda
1 6-85i
2-15
1-10
1 1
11.30-1.601
11.30-1.601
6.0-20
6.0-20
I I I
I I 1 I I I
I I
I 1 I
ILow------____I0.101
No--------------
Woodington -1 OG121
2-10
1
11.50-1.701
10.03-0.0714.5-7.3 5 1
1 •Low----------10.101 1
I I
<1
112-801
5-18
11.45-1.651
1
6.0-20
2.0-6.0
1 1 1
10.06-0.1113.6-5.5 ILow----______Ia.101 5 1
10.10-0.1513.E-5.5 iLow-----___
2-4
YaA--------------I 0-3 1
Yaupon
5-20
1
11.40-1.601
I I I--10.201 I
1 3-851 35-60
1 I
11.30-1.501
Z.0-6.0
<0.06
10.10-0.1514.5-6.5 1Low---------- I
10.12-0.1814.5-8.4 2 I
<1
i I
IHigh-----_-__10.321
I I I 10.321 I
* See description of the
ma p unit for comp osition
and
I 1 I
behavior characteristics
of the map unit.
A�
;.„]ECEIVE Coastal Site Design, PC
P.O, Eox 4041
SEP Z Wilmington, NC 2N8
I

34' 42' 2,
34' 42' 3"
Sail Map--Onslow County, North Carolina
(Soil Type - Stevenson)
v hisp Scale: 1:3,030 ( printed on A size (8.5" x 11") shest. Coastal Site Design, I'1/
m
A N N
,/■n{Y\ Meters
0 25 50 w
100 , so L P.O. Box 4041
0 1ao 200 400 Feel "�+2M
Boo Wilmington, lY[oYw
34' 42' 24"
t' 42' 4"
LJS13A Natural Resources Web Soil Survey
e� Conservation Service National Cooperative Soil Survey 1/2112013
Page 1 of 3

Appendices
Table 8.03g Runoff curve numbers for other agriculture lands'
"—_------ --Cover d Curve
"-"""'"-"' escriptionnumbers for
--'"""— -- -----hydrologic soil groups--__M—
Cover type
Hydrologic
Pasture, grassland, or range—
conditions3
A
B
C
D
continuous forage for grazing. z
Poor
68
79
86
89
Meadow —continuous
Fair
Good
49
39
69
61
79
74
84
grass, protected
from grazing and generally
30
58
80
mowed for
hay.
71
78
Brush —brush -weed -grass mixture with
brush the major element. 3
Poor
48
67
77
83
Woods ---grass combination
Fair
Good
35
30 a
56
48
70
77
(orchard or
tree farm). 5
Poor
57
65
73
73
82
86
Woods. s
Fair
Good
43
32
65
58
76
82
Poor
45
66
72
77
79
Fair
36
60
73
83
79
Farmsteads —buildings, lanes,
Good
304
55
70
77
driveways, and surrounding lots
59
74
82
.
86
1 Average runoff condition, and le = 0.2S.
2 Poor.- <50% ground cover or heavily grazed with no mulch.
Fair.' 50 to 75% ground cover and not heavily grazed.
Good- > 75% ground cover and lightly or only occasionally grazed.
3 Poor. <50% ground cover.
Fair.' 50 to 75% ground cover.
Good: >75% ground cover.
4 Actual curve number is less than 30; use CN = 30 for runoff computations.
5 CN's shown were computed for areas with 50% woods and 50%grass (pasture) cover. Other combine
conditions may be computed from the CN's for woods and pasture.
6 Poor Forest litter, small trees, and brush are destroyed by heavybons of
Fair.' Woods are grazed but not burned, and some forest littercovers he Soil.
egufar burning.
Good.' Woods are protected from grazing, and litter and brush adequately cover the soil.
E IV E " Coastal Site Design, pC
P,0- Box 4041
��� Z Wilmington, NC 28406
Rev. 6/06 BY:
1,
8.03.17

Appendices
Table 8.03e Runoff curve numbers of urban areas'
--------- _----- ___--____ Cover Description—- Curve number for
---------hydrologic soil group----___
Cover type and hydrologic condition Average percent
impervious areal A B C D
Fully developed urban areas (vegetation established)
Open space (lawns, parks, golf courses, cemeteries, etc.) 3:
Poor condition (grass cover < 50%)
Fair condition (grass cover 50% to 75%)
Good condition (grass cover > 75%)
Impervious areas:
Paved parking lots, roofs, driveways, etc.
(excluding right-of-way)
............................
Streets and roads:
Paved; curbs and storm sewers (excluding
right-of-way) .................... .......................
Paved; open ditches (including right-of-way) ........
Gravel (including right-of-way)
....................
Dirt (including right-of-way) ............. ..............................
Urban districts:
Commercial and business ............... ...................:. .............
Industrial ..........
...............
Residential districts by average lot size:
1/8 acre or less (town houses) ................ . .........................
1 /4 acre ..........
.............................. .................
1/3 acre ..................
1/2 acre.............................................................................
1 acre ......................
2 acres.........................................................................
Developing urban areas
Newly graded areas
(pervious areas only, no vegetation) 4
..................
Idle lands (CN's are determined using cover types
similar to those in table 2-2c)
68
79
86
89
49
69
79
84
39
61
74
80
98
98
98
98
98
98
98
98
83
89
92
93
76
85
89
91
72
82
87
89
85
89
92
94
95
72
81
88
91
93
65
77
85
90
92
38
61
75
83
87
30
57
72
81
86
25
54
70
80
85
20
51
68
79
84
12
46
65
77
82
77 86 ' 91 84
CO3st3! Site Design, PC
P0. BOX QAI
Wlllillflgt0fl,
1. Average runoff condition, and la = 0.2S.
2. The average percent impervious area shown was used to develop the composite CN's. Other assumptions areas IVC 294p6 f
i
areas are directly connected to the drainage system, impervious areas have a CN of 98, and pervious areas are considered equivalent
to open space in good hydrologic condition. CN's for other combinations of conditions may be computed using Figure 8.03c or 8 03d.
3. CN's shown are equivalent to those of pasture. Composite CN's may be computed for other combinations of open space cover
4. Composite CN's to use for the design of temporary measures during grading and construction should be computed using Figure 8.03c
or 8.03d based on the dearer of development (impervious area type percentage) and the CN's for the newly graded pervious areas.
Rev. 6/06
8.03.15

Coastal "' Design) PC
p0, Box 4049
Wilmington, NO 28406

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-201241783: County: Onslow U.S.G.S. Quad: Hubert
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: john and Sulan Stevenson Agent: Land Nanagcrosnt Grgulb Inc.
C/O Shelley Stevenson Smith attn: Wes Frvar
Address: 2325 N. Marine,B[vd. Address; r Wrie�le Avet}ue.,S to t5
Jacksonville. NC 28546 Wilrriinaton. NC 28403
Property. description:
Size (acres) 14m
Nearest Waterway UT to Cartwheel Branch
USGS HUC =0106
Location, description: wo"hy.I -balw oath
aft tvtkits Iaterae we WA Wis Lana 10m.
1313-98.1..
Indicate Which of the Following,Analy:
A. Preliminary. Determination
Nearest Town Swansboro
River Basin White Oak
Coordinates 34.703864 N.-77.1.59783 W
Based on preliminary information, there may be wetlands. on. the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
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 property subject to the permit requirements of Section 404 of the Clean Water
Act (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 strongly suggest you have the wetlands on your property delineated. Due to the size of your property andlor our
present workload, the Corps may not be able to accomplish this wetland delineation in .a timely manner. Fora more timely
delineation, you. may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters.of the U.S. including wetlands on your property have been delineated and the delineation has been verified
by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed
and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA
jurisdiction on. your property which, provided there is no change in the law or our published regulations, maybe relied
upon for a period not to exceed five years.
X . the wetlands have been delineated and surveyed and are accurately depicted on the plat.signed by the Corps
Regulatory Official identified below on 5/14/2013 . 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., toinclude wetlands,. present on the above described project area which are subject the
permit. requirements of Section 404 of the Clean Water Act (31 USC 1344). Unless there is a change in the law or our
published regulations, this determination maybe reiied,upon for a period not to. exceed: five. years from the date of this
notification.
?C The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal ivlanagement in Morehead City, NC, at [phone] to
determine their requirements. � ��eG
Page 1 of 2
SEP 2 5 2013

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 Section301 of the.Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps. regulatory program, please contact Mr: David E. Bailey at (91.0) 251-4469 /
David .E.Bailey2L4usace.armw.mil.
D. Remarks
E., Attention USDA Program Participants
This delineation/determination has been. conducted to identify the limits of Corps' Clean Water Act jurisdiction force
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.Informati.on (This information applies only toapproved 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 CPR 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
Ann: Jason>Steele,.Review Officer
60 Forsyth. Street SW, Room IOM15
Atlanta; Georgia 30303-8801
In order for an RFA to be accepted bythe 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. District 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 Auly 13, 2013.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence:**
Corps Regulatory Official:
Date May 14 2013 Expiration. Date May 14, 2018.
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure wecontinue to
do. so, please complete the attachM customer Satisfaction Survey or visit ht v:: ,'l er?;nup: r�.eace. arriiti. rni//survey htmJ to
complete the survey online.
Copy furnished:
Joanne Steenhuis, NCDENR-DWQ, 127 Cardinal Drive.Extension; Wilmington, NC 28405
Bell..& Phillips Surveying, PLLC, 604E Cedar Point Blvd., Cedar Point,.NC 28584
ECEIV,
SEP 25 2M
BY:

NO— I" '""w"Aw 'PAW :boa"MI R"D
I
-MM ww MOSAMLM T NYM29
ArOShTAM '0
fill
Mor
t fir_
1 0
It
it
Mb
oi1
w
CV
LU

=17700 PdMN I�V
.rz
-a
IL M ...
W Wjola -SCEIVE"',
2 5 2M
N7
..... .....
15-0. .0. 150 300 450
GRAPHIC SCALE FEET 1 of 1

(PU'' M 1 oL ' 3)
1 111111/511111IN11
DocFer,iD: 007048*71 TV,!. t;RP
ReeoAdta:S12820 00 Page isOf 957 AM
Excise Tax: gi,500.00
0nalow 0ountV No
Rebecca L. Pollard Rep. of Deeds
w3159Pr.257-259
This instrument was prepared by: Tisdale, McConnell & Bardu..,
Licensed North Carolina attorneys.
De ingtrent taxes, if any, to be paid y the closing attorney to the
Onslow County Tax Collector upon disbursement of closing
proceeds.
lhle dad prettated to
Tit 71ett QMM
l
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: S1,500.00
Parcel Identifier No. 1313 98, Verified by County on the — day of , 20
By-
Mail/Box to: Mr. & Mrs. John O. Stgyenso% 781 West Firetower Rgad_ Swansboro NC 28584
This instrument was prepared by. TISIaALE, McCONNELL & BARDILL, LLP, ATTORNEYS AT LAW
Brief description for the Index: Two Tracts, Map Book 57, page 68
THIS DEED made this loth day of December, 2008, by and between
BRENDA WILLIAMS, UNMARRIED, FWA BRENDA E.
MEADOWS ELLIS, AND TERRY E. MEADOWS AND
WIFE, GWENDOLYN MCLAIN MEADOWS
GRANTEE
JOHN O. STEVENSON AND WIFE, SUSAN B.
STEVENSON
Enter in appropriate block for each party. name, address, and, if appropriate, character of entity, e.g. corporation or partnership
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 a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated
in Swansboro Township, Onslow County, North Carolina and more particularly described as follows:
SEE EXHIBIT "A" ATTACKED HERETO AND INCORPORATED HEREIN BY REFERENCE AS IF
FULLY HEREIN SET OUT.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 575, page 422.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the 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:
NC Bar Association Form No. 3 © 1976, Revised ® 1977, 2002
Printed by Agreement with the NC Bar Association —1981 - Chicago Title Insurance Company
ECEIV
SEP 2 5 2013
BY•
Book: 3159 Page: 257 seq: 1

(Pdge 2 of 3)
Subject to 2008 Ondow County ad valorm taxes which Glr*Wtc assumes aped agrees to pay by the Acceptance of this deed.
IN WITNESS VMMOF, the Grantor has duly eaocatied do foregoing as of the day and year 5at above written.
(Enttty Name)
BY
Title:
BY -
Tide: GWR DOLYNIk LAAtiMEADOWS
By:
(SEAL)
Title:
, .�s. \V' uada wwd. Notary Public of the County and Stm aforesaid, certify that jlRE�MA WII.LIAMS F/Kl ,
MP—MEADOWSEUM. persww]lyappearedbefozemethisdayeadaal9wwledged
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1:� 9rseal this _ day ol'_ D&WIM QC2 .20%
itdyCommission F,xpirea; =--�
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SEAtrSTAIa State of North CarDbm — CmM of V nS IO W
I. the tmdersigned Notary Public of the C=3ty and State aforesaid, cu y t$ae IMY E. bOAY2OWg AR'D
WIFE. GWMOLY-NMdAMMEADM personally appeared before me this dayand acknowledged the
dwe a eMdon of the mg t for this purposes *mein expressed Witness my hand and Notarial
stamp or seal this dayof 2008.
Xy Cot isaior�Exlsisea & 1
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CL PUBLIC
NC Bar Association Form No. 3 0 1976, Revised a 1977, 2002
Printiad by Ageement with the NC Bar Amo Wou-1981- Chicago Title hunt mm Company
r'"CEIVE
SEEP 2 5 2013
BY:
Hook: 3159 Page: 257 aeq:

(PaSje 3 of ` 3)
EXHIBIT "A"
RE: Warranty Deed from Brenda Williams, Unmarried, and Terry E. Meadows and wife,
Gwendolyn McLain Meadows, to John O. Stevenson and wife, Susan B. Stevenson, dated
December 10, 1008
Lying and being in Swansboro Township, Onslow County, North Carolina, and being more
particularly described as follows:
Being all of Tract 1 and Tract 2 as shown on that plat entitled "Plat for John O. Stevenson and
Susan B. Stevenson" prepared by Lanier Surveying Company, dated December 12, 2008 and
recorded on December 12, 2008 in Map Book 57, page 68, Slide M-902, Onslow County
Registry.
SEP 2 5 2013
- BY: -
Book: 3159 Page: 257 Seq: 3

CA201204800784
BUSINESS CORPORATION
ANNUAL REPORT
NAME OF BUSINESS CORPORATION: John O'Rion Stevenson, Inc.
FISCAL YEAR ENDING:
SECRETARIf OF STATE CORPORATE ID, NUMBER: 0674766
NATURE OF BUSINESS: Automobile Sales & Service
REGISTERED AGENT: Stevenson, John O
REGISTERED OFFICE MAILING ADDRESS: 2325 NMarine Blvd
Jacksonville, NC 28546
SOSID: 0674766
Date Filed: 2/17/2012 12:28:00 PM
Elaine F. Marshall
North Carolina Secretary of State
CA201204800784
STATE OF INCORPORATION: NC
REGISTERED OFFICE STREET ADDRESS: 2325 NMarine Blvd
Jacksonville, NC 28546 Onslow County
SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPODMIENT
PRINCIPAL OFFICE TELEPHONE NUMBER: (910) 455-15S5
PRINCIPAL OFFICE MAILING ADDRESS: 2225 N. Marine Blvd
Jacksonville, NC 28546
PRINCIPAL OFFICE STREET ADDRESS: 2225 N. Marine Blvd
Jacksonville, NC 28546
PRINCIPAL OFFICERS:
Name: John O Stevenson Name: Susan B Stevenson Name: Booth Stevenson Parker
Title: President Title: Vice President Title: Secretary
Address: Address: Address:
2225 N Marine Blvd 2225 NMarhw Blvd 2225 N Marine Blvd
Jacksonville, NC 28546 Jacksonville, NC 28546 Jacksonville, NC 28546
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL BUSINESS CORPORATIONS
FORM MUST BE SIGNED BY AN OFFICER OF THE CORPORATION
a•Vx•1a
DATE
1 Q0U%1WSjNw"% AJ
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANN[TAL REPORT FEE: $25 MAIL TO: secretary of State • Corporations Divisioa • Post Office Box 29525 • Raleigh, NC 27626-0525
RECEIVED
miii�m ms'piir IN I 11111111111111111 „,�"�

For DENR Use ONLY
Reviexrer —CAI-6I c M
R, "A North Carolina Department of Environment and
*� Natural Resources W.
Submit: �► —z3
NCDENR Request for Express Permit Review Time:
confirm: Cl
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the pplicadon package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-2964698;alison.davidson®Incmai/.net
• Fayetteville or Raleigh Region -David Lee 919-7914203, david IeetliQircmallnet
• Mooresville & -Patrick Grogan 704-663-3772 or Patrick oroaan®ircmail
net
• Washington Region -Lyn Hardison 252-946-9215 or lvn.hardisonftcmailnet
• Wilmington Region4anet Russell 910-350-2004 or. ianet.russellCalncmailnet
NOTE: Project application received after 12 noon will be stamped in the following work day.
Enter Related SW
Permb of reauest
SW
SW
SW
SW
SW
23 r ck
or 2 qtd\
Project Name: STEVENSON CHEVROLET County: ONSLOW 11- I2- 31b
Applicant; SHELLEY SMITH Company: STEVENSON AUTO GROUP A b k-00A
Address: 2409 N MARINE BLVD City: JACKSONVILLE. State: NC Zip: 28546-_
Phone: 99� W--= Fax: [phone], Email: [e-mail]
Physical Location:1435 WEST CORBETT HWY SWANSOBORO, NC
Project Drains into SA:HQW waters — Water classification 1941-16 (for classification see-htta://h2o.enr.state.nc.us/bimsireports/reRortsWB.html)
Project Located in WHITE OAK River Basin. Is project draining to class ORIN waters? N , within % mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant: HOWARD RESNIK Company: COASTAL SITE DESIGN, PC
Address: PO BOX 4041 City: WILMINGTON. State: NC Zip: 28406-_
Phone: [phone]. Fax: [phone], Email: HOWARD(a7COASTALSITEDESIGN.COM
w� -
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, 0 DLR, ❑ OTHER: -.- - -
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas In questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Welland (--_linear ft or _acres)
[1 Riparian Buffer Authorization [IMinor Variance ElMajor General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, - ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond 0 # Treatment Systems ❑ High Density -infiltration _ #Treatment Systems
® High Density -Bio-Retention _ # Treatment Systems Z High Density —SIN Wetlands 1 # Treatment Systems
ElHigh Density -Other _ # Treatment Systems /❑ MOP:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit#)
❑ Coastal Management ❑ Excavation &Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 14 acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scopina and express meeting request)
Wetlands on Site ® Yes ❑ No Buffer Impacts: ❑ No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property El Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
***********************************************s*****s**For DENR use onlys**************************s***********sss*s***************+
Fee Split for multiplepermits: Check # 11 Total Fee Amount $
SUBMITTAL DATES
Fee
I SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mal; ❑ Min)
$
SW ( HD, LD, ❑ Gen)
1
$
401:
1
$
LQS
$
Stream Deter,_
$
NCDENR FXPRF,SS March 2009

COASTAL SITE DESIGN, PC
PO Box 4041
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
License # C-2710
FOR STORMWATER EXPRESS REVIEW
August 19, 2013
PROJECT NAME: Stevenson Chevrolet
1435 West Corbett St.
Swansboro, NC 28584
Onslow County
PROJECT DESCRIPTION: This project is for the construction of an auto dealership building, vehicle display lot and detail building.
Land disturbance associated with the improvements will be approximately 14 acres. The owner of the property is John Stevenson.
There are 1.12 acres of wetlands located within the property boundary.
Stormwater from the site drains through an unnamed tributary to Queens Creek SA;HQW located in the White Oak River Basin
(Index # 19-41-16). The project is outside of the half mile offset from the banks of Queens Creek. The project will be high density
utilizing constructed wetlands to treat stormwater from the site. Proposed impervious for the site is 60%. The project will have direct
access onto West Corbett St (HWY 24). Water and sewer will be provided by ONWASA.
PROJECT BMP: constructed wetlands
STORMWATER ENGINEER/CONSULTANT: Coastal Site Design, PC
PO Box 4041
Wilmington, NC 28406
Rodney Wright
[e-mail]
910 7914441 office
910 7911501 fax
...•a.6 fr 2 ZUR

5v GYs GS Sw c-kk%N,-bvc.1
C•rt iN
n.,k 5 q ? �Ya ►r.:
r
� U44 �\C--k

S ^ 0 e.
For DENR Use ONLY � � G
Reviewer.
North Carolina Department of Environment and Submit: 'Z 22-
�x&Natural Resources
NCDENR Request for Express Permit Review Time: z on
Conftrm: __B -2- d
FILL-IN all the information below and CHECK the Perm") you are requesting for express review. FAX or Email the completed torn to Express
Coordinator along with a completed DETAILED narratim site plan (PDF rile) and vicinity map (same items expected In the application package
of the project location. Please include this form in the application package.
• Asheville Region Alison Davidson 828-296.4698;alison.davidsonancmall.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203, david./deftncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or Patrick orosrangilircmai/.net
• Washington Region -Lyn Hardison 252-946-9215 or lvn.hardisonOncmailnet
• Wilmington Reg)onJanet Russell 910-350-2004 orlanstrusselOncmail
net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Enter Related SW
Permits of request
SW
Sw
SW
SW
SW
Project Name: STEVENSON CHEVROLET County: ONSLOW
Applicant: SHELLEY SMITH Company: STEVENSON AUTO GROUP �-1-►
Address: 2409 N MARINE BLVD City: JACKSONVILLE. State: NC Zip: 28�-_
Phone: [phone], Fax: [phone], Email: shellev0stevensonauto,com
Physical Location:1435 WEST CORBETT HWY SWANSOBORO, NC
Project Drains into SA:HQW waters -Water classification 19-41-16 (for classification see-http://h2o.enr.state.nc.us/bims/reRgrts/reportsWB.htmi
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N , within '/Z mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant: HOWARD RESNIK Company: COASTAL SITE DESIGN, PC
Address: PO BOX 4041 City: WILMINGTON, State: NC Zip: 28406-_--
Phone: [phone]. Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY AUG 19
����
® Scoping Meeting ONLY ® DWQ, ❑ DCM, ® DLR, ❑ OTHER: ,
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
ElIntermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
❑ State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, El Clear & Grub, El Utility El Other
❑ Low Density El Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
El High Density -Detention Pond 0 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems El High Density -SW Wetlands _ # Treatment Systems
El High Density -Other _ # Treatment Systems / El MOD:❑ Major El Minor El Plan Revision ❑ Redev. Exclusion SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with - acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scooina and express meeting reauest
Wetlands on Site ® Yes ❑ No Buffer Impacts: ❑ No ❑ YES: —acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
Fee Split for muldi le permits: (Check # 1 Totsf Fee Amount S
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (In HD, LD, ❑ Gen)
$
401:
$
LQS
$
Stream Deter,_
$
NCDENR EXPRESS March 2009

COASTAL SITE DESIGN, PC
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
License # C-2710
FOR STORMWATER EXPRESS REVIEW
August 19, 2013
PROJECT NAME: Stevenson Chevrolet
1435 West Corbett St.
Swansboro, NC 28584
Onslow County
PROJECT DESCRIPTION: This project is for the construction of an auto dealership building, vehicle display lot and detail building.
Land disturbance associated with the improvements will be approximately 14 acres. The owner of the property is John Stevenson.
There are 1.12 acres of wetlands located within the property boundary.
Stormwater from the site drains through an unnamed tributary to Queens Creek SA;HQW located in the White Oak River Basin
(Index # 19-41-16). The project is outside of the half mile offset from the banks of Queens Creek. The project will be high density
utilizing constructed wetlands to treat stormwater from the site. Proposed impervious for the site is 60%. The project will have direct
access onto West Corbett St (HWY 24). Water and sewer will be provided by ONWASA.
PROJECT BMP: constructed wetlands
STORMWATER ENGINEER/CONSULTANT: Coastal Site Design, PC
PO Box 4041
Wilmington, NC 28406
Rodney Wright
[e-mail]
910 7914441 office
910 791 1501 fax

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