SW8170602_Current Permit_20170707

NC ROY COOPER.
Governor
MICHAEL S. REGAN
Secretary
Energy,Mineral& TRACY DAVIS
Director
Land Resources
ENVIRONMENTAL QUALITY
July 7,2017
Onslow County ABC Board
Attn:Neta L. Grady, General Manager
485 Center Street
Jacksonville,NC 28546
Subject: State Stormwater Management Permit No. SW8 170602
Swansboro ABC Liquor Store
High Density Project
Onslow County
. Dear Ms.Grady:
The Wilmington Regional Office received a complete State Stormwater Management Permit Application for
the subject project on July 5,2017. 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
effective January 1,2017. We are forwarding Permit No. SW8 170602 dated July 7, 2017,for the
construction, operation and maintenance of the stormwater control measures(SCMs),built-upon areas, as well
as the stormwater collection system and/or vegetated conveyance system associated with the subject project.
This permit shall be effective from the date of issuance until July 7,2025 and shall be subject to the conditions
and limitations as specified therein,and does not supersede any other agency permit that may be required.
Please pay special attention to the permit conditions regarding the operation and maintenance of the SCMs,
stormwater collection system, and/or vegetated conveyances;the limitation of built-upon area;modification of
the project;the procedures for changing ownership of and/or transferring the permit; and the need to renew the
permit. Please also pay attention to the permit conditions that requires the recordation of deed restrictions and
protective covenants, easements, and the maintenance agreement, which must all be provided along with
certification upon completion of the project. Failure to comply with these requirements 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 Hall
in the Wilmington Regional Office, at(910)796-7215.
Sincerely,
�; Jc=cs i
. Tracy Dad ,P.E.,Director
Division of Energy,Mineral and Land Resources
Enclosures: Attachment A—Designer's Certification Form
GDS/canh: \\\Stormwater\Permits&Projects120171170602 HD\2017 07 permit 170602
cc: Mark Arcuri,Criser Troutman Tanner Consulting Engineers
Town of Swansboro Building Inspections
NCDOT District Engineer
Onslow County Engineering
Wilmington Regional Office Stormwater File
state of North Carolina I Environmental Quality I Energy.Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington.NC 28405
910 796 72J5

State Stormwater Management
Permit No. SW8 170602
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
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
Onslow County ABC Board
Swansboro ABC Liquor Store
1055 West Corbett Avenue, Swansboro, Onslow County
FOR THE
construction, operation and maintenance of one (1) wet pond ("stormwater control measures" or
"SCMs") in compliance with the provisions of Title 15A NCAC 2H .1000 effective January 1, 2017 (the
"stormwater rules") and the approved stormwater management plans, application, supplement(s),
specifications, and other supporting data (the "approved plans and specifications") as attached and/or
on file with and approved by the Division of Energy, Mineral and Land Resources (the "Division" or
"DEMLR") and considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until July 7, 2025 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the management and volume of stormwater
described in the approved plans and specifications. The maximum amount of built-upon area
(BUA) allowed for the entire project is 45,230 square feet.
2. The drainage area for the on-site stormwater system will be limited to the amount of built-upon
area indicated in this permit and the approved plans and specifications. The runoff from all built-
upon area within the permitted drainage area of this project must be directed into the permitted
stormwater control measure. The stormwater control measure has been designed using the
runoff treatment method to handle the runoff from 45,230 square feet of impervious area. This
permit does not provide any allocation of built-upon area for future development. This permit
approves 816 square feet of sidewalk built-upon area that was not able to be collected and
treated in a stormwater control measure due to grading along the right-of way to bypass the
system. However, the stormwater control measure has been oversized to offset the amount of
untreated runoff.
3. A 50-foot wide vegetative setback must be provided and maintained adjacent to all surface
waters, measured horizontally from the normal pool elevation of impounded structures, from the
top of bank of each side of streams or rivers, and from the mean high waterline of tidal waters,
perpendicular to the shoreline in accordance with the stormwater rules and the approved plans
and specifications.
4. The stormwater control measure is permitted based on the design criteria presented in the
sealed, signed and dated supplement and as shown in the approved plans and specifications.
These stormwater control measures must be provided and maintained at the design condition.
The approved supplement is incorporated by reference into this permit.
Page 1 of 4

State Stormwater Management
Permit No. SW8 170602
5. The peak flow from the 10-year storm event shall not cause erosion downslope of the
stormwater outlet discharge point.
6. Decorative spray fountains will be allowed in the stormwater treatment system if documentation
is provided demonstrating that the proposed fountain will not cause resuspension of sediment
within the pond or cause erosion of the pond side slopes.
7. When using a wet pond for irrigation, it is recommended that some water be maintained in the
permanent pool, the vegetated shelf is planted with appropriate species that can handle
fluctuating conditions, and human health issues are addressed.
8. The landscape planting plan shown in the approved plans shall be followed in its entirety during
construction. After the plants are established, the operation and maintenance agreement must
be followed.
II. SCHEDULE OF COMPLIANCE
1. The project shall be constructed in accordance with the conditions of this permit and the
approved plans and specifications.
2. The on-site stormwater system shall be entirely constructed, vegetated, and operational prior to
the construction of any development, per the approved plans and specifications.
3. During construction, erosion shall be kept to a minimum and any eroded areas of the on-site
stormwater system will be repaired immediately. If the stormwater system is 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.
4. All stormwater control measures, stormwater collection systems vegetated conveyance systems,
and/or maintenance accesses must be located in public rights-of-way, dedicated common areas
that extend to the nearest public right-of-way, and/or permanent recorded easements that
extend to the nearest public right-of-way for the purpose of inspection, operation, maintenance,
and repair.
5. The permittee shall at all times provide and perform the operation and maintenance necessary,
as listed in the signed Operation and Maintenance Agreement, to assure that all components of
the permitted on-site stormwater system functions at the approved design condition. The
approved Operation and Maintenance Agreement is incorporated by reference into this permit
and must be followed in its entirety and maintenance must occur at the scheduled intervals.
6. The operation and maintenance agreement must be recorded with the Office of the Register of
Deeds.
7. 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.
8. The final plats for the project must be recorded with the Office of the Reqister of Deeds. The
recorded plat must reference the Operation and Maintenance Agreement and must also show all
public rights-of-way, dedicated common areas, and/or permanent drainage easements, in
accordance with the approved plans.
9. The permittee is responsible for verifying that the proposed built-upon area for the entire project
does not exceed the maximum allowed by this permit.
Page 2 of 4

State Stormwater Management
Permit No. SW8 170602
10. Upon completion of the project, the permittee shall determine whether or not the project is in
compliance with the permitted plans and take the necessary following actions:
a. If the permittee determines that the project is in compliance with the permitted plans, then
within 45 days of completion, the permittee shall submit to the Division one hard copy and
one electronic copy of the following:
i. The completed and signed Designer's Certification provided in Attachment A
noting any deviations from the approved plans and specifications. Deviations
may require approval from the Division;
ii. A copy of the recorded maintenance agreement;
iii. Unless already provided, a copy of the recorded deed restrictions and protective
covenants; and
iv. A copy of the recorded plat delineating the public rights-of-way, dedicated
common areas and/or permanent recorded easements, when applicable.
b. If the permittee determines that the project is not in compliance with the permitted plans,
the permittee shall submit an application to modify the permit within 30 days of completion
of the project or provide a plan of action, with a timeline, to bring the site into compliance.
11. No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans, the
permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below:
a. Any modification to the approved plans and specifications, regardless of size including the
stormwater control measures, built-upon area, details, etc.
b. Redesign or addition to the approved amount of built-upon area or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, or resizing of any component of the
approved stormwater control measure, stormwater collection system and/or vegetative
conveyance system shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement for BUA credit that was not included in the
approved plans and specifications.
g. The construction of any 57 stone area or trails to be considered a permeable surface that
were not included in the approved plans and specifications.
h. Other modifications as determined by the Director.
12. 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 modified plans and certification in writing to
the Director that the changes have been made.
13. Prior to transfer of the permit, a file review and site inspection will be conducted by Division
personnel to ensure the permit conditions have been met and that the project and the on-site
stormwater system is in compliance with all permit conditions. Any items not in compliance must
be repaired, replaced restored, or resolved prior to the transfer. Records of maintenance
activities performed to date may be requested.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
2. The issuance of this permit does not preclude the permittee from complying with and obtaining
any and all other permits or approvals that are required in order for this development to take
place, as required by any statutes, rules, regulations, or ordinances, which may be imposed by
any other Local, State or Federal government agency having jurisdiction. Any activities
undertaken at this site that cause a water quality violation or undertaken prior to receipt of the
necessary permits or approvals to do so are considered violations of NCGS 143-215.1, and
subject to enforcement procedures pursuant to NCGS 143-215.6.
Page 3 of 4

State Stormwater Management
Permit No. SW8 170602
3. In the event that the facilities fail to perform satisfactorily, the permittee shall take immediate
corrective actions. This includes actions required by this Division and the stormwater rules such
as the construction of additional or replacement on-site stormwater systems. These additional or
replacement measures shall receive a permit from the Division prior to construction.
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 State Stormwater Request Form
for Permit Transfer or Permit Information Update, 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, except in the case of an individual lot sale that is made subject to the recorded deed
restrictions and protective covenants;
b. Bankruptcy;
c. Foreclosure, subject to the requirements of Session Law 2013-121,
d. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e) and NCGS
57D-6-07;
e. A name change of the current permittee;
f. A name change of the project;
g. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all of these terms and conditions until such time
as the Division approves the transfer request. Neither the sale of the project, in whole or in part,
nor the conveyance of common area to a third party constitutes an approved transfer of the
permit.
6. The permittee grants Division Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted project.
7. The permit issued shall continue in force and effect until the permittee files a request with the
Division for a permit modification, transfer, renewal, or rescission; however, these actions do not
stay any permit conditions.
8. Approved plans, application, supplements, calculations, operation and maintenance agreement,
and specifications for this project are incorporated by reference and are enforceable parts of the
permit. A copy of this permit, application, supplements, operation and maintenance agreement,
and approved plans and specifications shall be maintained on file by the permittee at all times.
9. Unless specified elsewhere, permanent seeding requirements for the on-site stormwater system
must follow the guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by the
laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
11. A permit renewal request must be submitted at least 180 days prior to the expiration date of this
permit. The renewal request must include the appropriate application, documentation and the
processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit issued this the 7th day of July 2017.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
kigiA - aQ
racy Day , P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 170602
Page 4 of 4

State Stormwater Management
Permit No. SW8 170602
Attachment A
Designer's Certification Form
Page 1 of 1

State Stormwater Management
Permit No. SW8 170602
Swansboro ABC Liquor Store
Stormwater Permit No. SW8 170602
Onslow County
Designer's Certification
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 is a part of this Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
cc: NCDEQ-DEMLR Regional Office
Town of Swansboro Building Inspections
Page 1 of 2

State Stormwater Management
Permit No. SW8 170602
General Certification Requirements:
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. All slopes are grassed with permanent vegetation.
6. Vegetated slopes are no steeper than 3:1.
7. The inlets are located per the approved plans and do not cause short-circuiting of the
system.
8. The permitted amounts of surface area and/or volume have been provided.
9. All required design depths are provided.
10. All required parts of the system are provided.
11. The required dimensions of the system are provided, per the approved plan.
12. All components of the stormwater control measure are located in either recorded
common areas, or recorded easements.
Wet Pond Certification Requirements:
1. The outlet/bypass structure elevations are per the approved plan.
2. The outlet structure is located per the approved plans.
3. Trash rack is provided on the outlet/bypass structure.
4. Required drawdown devices are correctly sized per the approved plans.
Page 2 of 2

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system(check one):
n does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established,the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed,until the plants become established(commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance,the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year,a dam safety expert should inspect the embankment.
After the wet detention pond is established,it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches(or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Mainta' at a height of
long. 0Eilattl hes.
JUN082017
Form SW401-Wet Detention Basin O&M-Rev.4 Page I of 4
BY:

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potential problem: How I will remediate the problem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50%of the area. and control the algal growth.
Cattails,phragmites or other Remove the plants by wiping them
invasive plants cover 50%of with pesticide(do not spray).
the basin surface. c E,„
JUN082017
Form SW401-Wet Detention Basin 0&81-Itev.4 BY„�- Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potential problem: How I will remediate the problem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device. _
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office,or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 6.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 2.5 feet in the forebay,the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 t Permanent Pool Elevation 26.5
Sediment Removal .24 Pe anen Pool
Volume Sediment Removal Elevation 20 Volume
Bottom Elevatio 23 -ft Min.
Sediment Bottom Elevation 19 I 1-ft n.
Storage Sediment
Storage
FOREBAY MAIN POND
DDCEIV
JUN082011
Form SW401-Net Detention Basin O&M-Rev.4 3 of 4
BY:�

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: New Swansboro ABC Liquor Store
BMP drainage area number: 1
Print name: Neta L. Grady
Title: System Administrator
Address: 485 Center Street,Jacksonville,NC 28546
Phone: [phone]
Signatur of/1' r
Date: .04 / 1/ /
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I net 1N L°5+e'r h'''`w h , a Notary Public for the State of
e , County of dpGcJ , do hereby certify that
,4 G.. L S- uly personally appeared before me this 30
day of t/ , 2017 , and acknowledge the due execution of the
forgoing wet detention basin nintenance requirements. Witness my hand and official
seal,
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SEAL
EGOVE
My commission expires JUN g 8 201? t)
BY:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

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DEMLR USE ONLY
Date Received Fee Paid Permit Number
/A7 1 °° I38(Q Sw$ l 7 OG,Oa
Applicable Rules: 0 Coastal SW-1995 0 Coastal SW-2008 0 Ph II-Post Construction
(select all that apply) 0 Non-Coastal SW-HQW/ORW Waters 0 Universal Stormwater Management Plan
0 Other WQ Mgmt Plan: 2O 7
State of North Carolina
Department of Environment and Natural Resources
Division of Energy,Mineral and Land Resources
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.):
New Swansboro ABC Liquor Store
2. Location of Project(street address):
1055 West Corbett Avenue
City: Swansboro County: Onslow Zip: 28584
3. Directions to project(from nearest major intersection):
The property is located on Highway 24 approximently 300 feet East of the intersection of Hammock Beach
Road(SR 1511)and Highway 24 on the right just before Southern Glass&Mirror.
4. Latitude: 34°42'02"N Longitude: 77°08'45"W of the main entrance to the project.
IL PERMIT INFORMATION:
1.a.Specify whether project is(check one): New ❑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: ❑Not Started ❑Partially Completed* ❑Completed* *provide a designer's certification
2. Specify the type of project(check one):
DLow Density ®High 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
DEMLR 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):
DCAMA Major ®Sedimentation/Erosion Control:2.1 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit:Proposed Impacts 0.078 Acres
b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number,
issue date and the type of each permit: refer to attached copy of permit.
5. Is the project located within 5 miles of a public airport? No ❑YeECE Iuc
If yes,see S.L.2012-200,Part VI:http://portal.ncdenr.org/web/lr/rules-and-regulations G
JUN 2 7 2017
Form SWU-101 Version Oct.31,2013 Page 1 of 6
BY:,

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: Onslow County ABC Board
Signing Official&Title: Neta L.Grady-System Administrator /G el
b.Contact information for person listed in item la above:
Street Address: 485 Center Street
City: Jacksonville State: NC Zip: 28546
Mailing Address(if applicable):
City: State: Zip:
Phone: ( 910 ) 577-7186 Fax: ( y/O ) S 7 7 "
Email: [e-mail]
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:
Signing Official&Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address(if applicable):
City: State: Zip:
Phone: ( ) Fax: (
Email:
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:
Signing Official&Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits: Town of Swansboro
Point of Contact Tim Stipe Phone#: ( 910 ) 3 8_ECEIVE[)
JUN001017
Form SWU-l0l Version Oct.31,2013 Page 2 of 6
BY.

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Wet Dentention Basin
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: 3.16 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Total Project
Area+: 3.16 acres
+ 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(NHW)line or Mean High Water
(MHW)line,and coastal wetlands landward from the NHW(or MI--E/ 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 = 32.85
9. How many drainage areas does the project have? 1 (For high density,count 1 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.
Basin Information Drainage Area 1 Drainage Area_ Drainage Area_ Drainage Area_
Receiving Stream Name Cartwheel
Branch
Stream Class * SA;HQW )'oir„.;
Stream Index Number* 20-26-1
Total Drainage Area(sf) 65,834
On-site Drainage Area(sf) 65,018
Off-site Drainage Area(sf) 816
Proposed Impervious Area**(sf) 45,230
%Impervious Area**(total) 69
Impervious"Surface Area Drainage Area 1 Drainage Area_ Drainage Area_ Drainage Area_
On-site Buildings/Lots(sf) 9,216
On-site Streets (sf) 0
On-site Parking (sf) 33,676 EC E I V E
On-site Sidewalks (sf) 1,178
Other on-site (sf) 344 JUN 27 2017
Future(sf) 0
Off-site (sf)Public Sidewalk 816 BY:
Existing BUA***(sf) 0
Total (sf): 45,230
* Stream Class and Index Number can be determined at: http://portal.ncdenr.org/web/wq/ps/csu/classifications
** Impervious area is defined as the built upon area including,but not limited to,buildings,roads,parking areas,
siaewaiks,gravel areas,etc.
Form SWU-101 Version Oct.31,2013 Page 3 of 6

***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.The off-site
impervious area was determined by calculating the square footage of the proposed public sidewalk
within the NCDOT Right of Way.
Proiects in Union County: Contact DEMLR 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 15A 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://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy,Mineral and
Land Resources(DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/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 http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. lwtA,
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants (V I&
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated)and O&M M')'k
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to pf•-fiiV
http://www.envhelp.org/pages/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
6. A USGS map identifying the site location. If the receiving stream is reported as dass SA or the tiV
receiving stream drains to dass SA waters within lh mile of the site boundary,include the lh
mile radius on the map.
7. Sealed,signed and dated calculations(one copy). =J� _
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 war V E I V E
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned. . JUN 2 7 2017
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 b ':
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
Form SWU-101 Version Oct.31,2013 Page 4 of 6

p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify N1
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 NRCS County Soils map with the
project area dearly 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 DEMLR to verify the SHWT prior
to submittal, [phone].) ri-
10. A copy of the most current property deed.Deed book: 4420 Page No: 80-82 1"_I
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.secretary.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 http://portal.ncdenr.org/web/lr/state-
stormwater-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 DEMLR,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: Mark Arcuri,PE
Consulting Firm: Criser Troutman Tanner Consulting Engineers
Mailing Address: 3809 Peachtree Avenue,Suite 102
City: Wilmington State: NC Zip: 28403
Phone: ( 910 ) 397-2929 Fax: ( 910 ) 397-2971
Email: [e-mail]
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 la) with(print or type name of organization listed in
Contact Information,item la) 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 stormwater system.
flECEIVE
JUN082017
Form SWU-101 Version Oct.31,2013 Page 5 of 6
RV:

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 DEMLR Stormwater permit reverts back
to me,the property owner.As the property owner,it is my responsibility to notify DEMLR 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 assessment of civil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signature: Date:
I, ,a Notary Public for the State of ,County of
,do hereby certify that personally appeared
before me this_day of ,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in Contact Information,item la) Neta L.Grady
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 protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable sto water rule - 15A N AC 2H.1000 and any other applicable state sto water requirements.
Signature:
Da .
I, J4.neT 'V ET/no-4c - ,a Notary Public for the State of NC— ,County of
ONS(rnk ,do hereby certify that /7 G tidy personally appeared
before me this day of May ,02017,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
� JANFT 0,,
SEAL
`ri A0 'W
22`
�0 My commission expires ti^ Ir 2+�
''i,"f NC,"0-
EC 1VE
JUN 08 2017
Form SWU-101 Version Oct.31,2013 Page 6 of 6 a
BY:—

W u 3J WWI- "a 4LA I� f O,V Jv IV't
V i-wv r wv r/�nAJ� i-.FLU
` 5 state stormwater management
Swansboro ABC Liquor Store V Permit No.SW8170602
Stormwater Permit No. SW8170602
Onslow County
Designer's Certification
i, Park .
1 seg. as a duly registered PizergCS)°101--046iteekthe State of
North Carolina, having been authorized to observe(periodically/weeldy/fuil time)the construction of
the project,
Sw'oj'45 R' 44G-. 4..t+CQvorZ Sibfc
(Protect)
for ot.�t,at,J csvr.ny At . goire{ (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 is a part of this Certification.
Noted deviations from approved plans and specifications:
t%%%LN47r61i/%%%
�n� CAko�:fe
Signature •
Registration Number 2.70 J 11270 '
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cc: NCDEQ-DEMLR Regional Office
Town of Swansboro Building Inspections
flECEIVEfl
JUN052019
BY:
Page 1 of 2

V r—i 1— i / iv:t b r tcUTi— ria i nrax c i V30V4VU4 I-3vu rutmo/vuuc r-440
state stormwater management
Permit No.SW8170602
General Certification Requirements:
841"7. The drainage area to the system contains approximately the permitted acreage.
PP/2• The drainage area to the system contains no more than the permitted amount of built-
upon area.
0AV3. Ail the built-upon area associated with the project is graded such that the runoff drains
to the system.
Ploe 4. All roof drains are located such that the runoff is directed into the system.
�• Ail slopes are grassed with permanent vegetation. 14400 G g D
8. Vegetated slopes are no steeper than 3:1.
Ate 7. The inlets are located per the approved plans and do not cause short-circuiting of the
system.
Orr 8. The permitted amounts of surface area and/or volume have been provided.
we 9. All required design depths are provided.
DfLr 10. All required parts of the system are provided.
aW/11. The required dimensions of the system are provided, per the approved plan.
. 12. All components of the stormwater control measure are
LegAir.0 oy +i. ;y
Wet Pond Certification Requirements;
/1• The outlet/bypass structure elevations are per the approved plan.
The outlet structure is located per the approved plans.
OVA. Trash rack is provided on the outlet/bypass structure.
_ 4. Required drawdown devices are correctly sized per the approved plans.
ECEIVE
11JUN05 2019
BY:
Page 2 of 2

/\\/
fti JUN 0 5 2019 1ARDURRA
COLLABORATE.INNOVATE.CREATE.
TRANSMITTAL LETTER
TO: FROM:
Christine Hall David E.Criser, P.E.
COMPANY: DATE:
NCDEQ-DEMLR June 5,2019
Addims
CTT'S PROJECT NUMBER:
127 Cardinal Drive Extension 7910.00
Wilmington,North Carolina 28405
Phone Number
CLIENT'S REFERENCE NUMBER:
910-796-7215
Re:
NCDEQ Stormwater Permit No.SW8170602
Onslow County ABC Board
Swansboro ABC Liquor Store
WE TRANSMIT: ❑ATTACHED ❑UNDER SEPARATE COVER 0 HAND CARRIED BY 0 UPS/FEDEX
THE FOLLOWING: ❑TRACINGS PRINTS 0 INSPECTION REPORT 0 SHOP DRAWINGS ❑SPECIFICATIONS 0 OTHER
COPIES DATE SHEET NO. DESCRIPTION REMARKS
1 ENGINEERS CERTIFICATION
NOTES/COMMENTS:
cc:Town of Swansboro Building Inspections
b
Ardurra Group North Carolina
3809 Peachtree Avenue,Suite 102 I Wilmington, NC 28403 I 910.397.2929 I www.ardurra.com