SW8130913_Current Permit_20201013

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
October 13, 2020
Susan B. Stevenson, Owner
P.O. Box 1807
Salisbury, NC 28145
NORTH CAROLINA
Environmental Quality
Subject: Approved Minor Modification
Stormwater Permit No. SW8130913
Stevenson Chevy Swansboro
Onslow County
Dear Ms. Stevenson:
On July 27, 2020, the Wilmington Regional Office of the Division of Energy, Mineral and Land Resources
received and accepted a complete minor modification application for changes to the approved plans for
Stormwater Management Permit Number SW8 130913. It has been determined that the nature of the proposed
change meets the definition of a minor modification in that it does not result in an increase in the size of the
permitted stormwater control measure (SCM) and does not increase the amount of built -upon area. Please refer to
Attachment C for a detailed description of the current proposed minor modification and a list of all the past
modifications approved during the effective period of the permit. We are forwarding you an approved copy of the
modified plans for your files. Please replace the old approved plan sheet(s) with the new one(s). Please replace
the previously issued permit with the revised permit, dated October 13, 2020, attached. This revised permit does
not impose new or different terms; it merely restates some of the previous terms to provide you with a better
understanding of your obligations under the permit.
Please be aware that all terms and conditions of the permit issued on October 11, 2013 and modified as attached,
remain in full force and effect. Please also understand that the approval of this minor modification to the subject
State Stormwater Permit is done on a case -by -case basis. Any other changes to this project must be approved
through this Office prior to construction. The approval of this minor modification does not preclude the permittee
from complying with all other applicable statutes, rules, regulations or ordinances which may have jurisdiction
over the proposed activity, and obtaining a permit or approval prior to construction.
If you have any questions concerning this matter, please contact Garrett Zorda in the Wilmington Regional Office
at [phone] or [e-mail].
Sincerely,
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Attachment C — Permitting History
Application Documents
DES\gdz %Stormwater\Permits & Projects\2013\130913 HD\2020 10 permit minor 130913
cc: Jonathan L. McDaniel, PE, Bell and Phillips
Onslow County Building Inspections
Onslow County Engineering
Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality 1 Division of Energy, Mineral and land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension ` Wilmington. North Carolina 2"05
ig
o
\ 910.796.7215

State Stormwater Management Systems
Permit No. SW8 130913
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
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 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 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
134,531 square feet.
Page 1 of 5

State Stormwater Management Systems
Permit No. SW8 130913
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.
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, ft2:
366,452
Onsite, ft2:
231,921
Future, ft2:
134,531
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, ft2:
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, ft3:
44,874
h. Temporary Storage Elevation, FMSL:
34.0
i. Pre-dev. 1 r-24 hr. discharge rate, cfs:
3.49
j. 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.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 130913
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.
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. 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. For changes to the project or SCM that impact the
certifications, a new or updated certification(s), as applicable, will be required and a
copy must be submitted to the appropriate DEQ regional office upon completion of the
modification.
a. Any modification to the approved plans and specifications, regardless of size
including the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications.
g. Other modifications as determined by the Director.
7. 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. A modification may be required for
those deviations.
8. The permittee shall, at all times, provide the operation and maintenance necessary to
assure the permitted stormwater system functions at the design condition. The signed
and approved Operation and Maintenance Agreement must be followed in its entirety
and maintenance must occur at the scheduled intervals.
9. Access to the stormwater facilities for inspection and maintenance shall be maintained
via appropriate recorded easements at all times.
10. 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.
11. 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.
12. The facilities shall be constructed, operated and maintained in accordance with the
provisions of this permit, the approved plans and specifications, and the supporting
documents attached to this permit and on file with the Division.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 130913
13. 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.
14. 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
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. "Permit
Transfer Application Form" (available on the Division website) accompanied by the
required fee and 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. 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. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-
05 or NCGS 5713-6-07 and 08;
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121;
2. Any individual or entity found to be in noncompliance with the provisions of this
stormwater management permit or the requirements of the Stormwater rules is subject
to enforcement procedures as set forth in G.S. 143 Article 21.
3. 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.
4. 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.
5. The permittee is responsible for compliance with all permit 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 stormwater permit.
6. 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.
7. The permittee grants DEQ 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.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 130913
9. The permittee shall submit a completed "Permit Information Update Application Form"
(available on the Division website) to the Division within 30 days to making any one or
more of the following changes:
a. A name change of the current permittee;
b. A name change of the project,
c. A mailing address change of the permittee;
10. 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 modified, updated and reissued this the 13th day of October 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral and Land Resources
By Authority of Environmental Management Commission
Page 5 of 5

State Stormwater Management Systems
Permit No. SW8 130913
Attachment A
Stevenson Chevy Swansboro
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 1 of 2

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: NCDEQ--DEMLR Regional Office
Onslow County Building Inspections
Page 2 of 2

State Stormwater Management Systems
Permit No. SW8 130913
Attachment C - Permitting History
Stevenson Chevy Swansboro
Permit No. SW8 130913
Approval
Dote
Pernut
Action
BIMS
Version
Description of the Changes
This original issuance approved the construction of
10/11/2013
Original
1.0
a constructed stormwater wetland designed to
Approval
collect and treat a total of 366,452 square feet of
built -upon area.
Minor
This minor modification approved the reallocation
10/ 13/2020
Modification
1.1
of 15,969 square feet of built -upon area of future
allocation for a proposed building addition.
Page 1 of 1

Permit Number: `j"�����'��
(to be provided by DWQ)
Drainage Area Number:
Stormwater Wetland 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.
Important maintenance procedures:
- Immediately following construction of the stormwater wetland, bi-weekly inspections will be
conducted and wetland plants will be watered bi-weekly until vegetation becomes established
(commonly six weeks).
- No portion of the stormwater wetland will be fertilized after the first initial fertilization that is
required to establish the wetland plants.
Stable groundcover will be maintained in the drainage area to reduce the sediment load to the
wetland.
--- Once a year, a dam safety expert should inspect the embankment.
After the stormwater wetland is established, I will inspect it monthly 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 will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
BMP element:
Potential problem:
'I How 1_will remediate theproblem:
Entire B1VIP
_ _
Trash/debris is present.
Remove the trash/debris.
Perimeter of wetland
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
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 long.
Maintain vegetation at an appropriate
height.
Inlet device: pipe or
The pipe is clogged (if applicable).
Unclog the pipe. Dispose of the sediment
swale
offsite.
The pipe is cracked or otherwise
Replace the pipe.
damaged if applicable).
brosion is occurring in the swale (if
Regrade the svnrale if necessary to smooth
applicable).
it over and provide erosion control
devices such as reinforced turf matting or
riprap to avoid future problems with
erosion.
CEI VE '"i
Form SW401-Wetland O&M-Rev.4 SEP 25 W Page 1 of 3
1'W;

Permit Number:
(to be provided by DWQ)
BMP element: _ —�
Potential problem:
How 1 will re -mediate. theproblem:
Forebay
Sediment has accumulated in the
Search for the source of the sediment and
forebay to a depth that inhibits the
remedy the problem if possible. Remove
forebay from functioning well.
the sediment and 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
a pesticide is used, wipe it on the plants
rather than spraying.
Deep pool, shallow water
Algal growth covers over 50% of the
Consult a professional to remove and
and shallow land areas
deep pool and shallow water areas.
control the algal growth.
Cattails, phragmites or other invasive
Remove invasives by physical removal or
plants cover 50% of the deep pool and
by wiping them with pesticide (do not
shallow water areas.
spray) — consult a professional.
Shallow land remains flooded more
Unclog the outlet device immediately.
than 5 days after a storm event.
Plants are dead, diseased or dying.
Determine the source of the problem:
soils, hydrology, disease, etc. Remedy the
problem and replace plants. Provide a
one-time fertilizer application to establish
the ground cover if necessary.
Best professional practices show that
Prune according to best professional
pruning is needed to maintain optimal
practices.
plant health.
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible. Remove
original design depth of the deep
the sediment and dispose of it in a location
pools.
where it will not cause impacts to streams
or the BMP.
Embankment
A tree has started to grow on the
Consult a dam safety specialist to remove
embankment.
the tree.
An annual inspection by appropriate
Make all needed repairs.
professional shows that the
embankment needs repair.
Evidence of muskrat or beaver activity
Consult a professional to remove muskrats
is present.
or beavers.
Micropool
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible. Remove
original design depth.
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
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.
Receiving water
Erosion or other signs of damage have
Contact the NC Division of Water Quality
occurred at the outlet.
401 Oversight Unit at 919-733-1786.
�
elv
Form SW401-Wetland O&M-Rev.4 SEP Page 2 of 3
sr:

Permit Number:
(w be provided by D'Q)
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:Stevenson Chevrolet
BMP drainage area number.1
Print name:John O Stevenson
Title:President
Address:2409 N Marine Blvd Jacksonville NC 28546
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.
1, "Chie I_ Lg W& , a Notary Public for the State of
Rom, C2tfl1: na_ , County of '?e.I r , do hereby certify that
J706 D_ nCjMscrM personally appeared before me this -all_ day of
S,pk-btr 2013 , and acknowledge the due execution of the forgoing stormwater wetland
maintenance requirements. Witness my hand and official seal,
``��t tl l t►►►1��i
�oTagy.
'� RYoP `,` `��
►►nntltt
SEAL
My commission expires_ I_c)- - oZ
Form SW401-Wetland O&M-Rev-4
Page 3 of 3
10EIVE.
SEP 2 5 2013
t
r

` DEMLR USE ONLY
Date ceive
Fee Paid
Permit Number
a -,
1SccJ B 130 /3
Applicable Rul Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
A4
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.):
Stevenson Chevv Swansboro
2. Location of Project (street address):
1435 West Corbett Ave
City: Swansboro County: Onslow Zip:28584
3. Directions to project (from nearest major intersection):
From the intersection of NC Hwy 24 and SR 1434 (Belgrade-Swansboro Rd) in Swansboro, head east on NC
Hwy 24 towards the White Oak River Bridge in Swansboro for 1,280 ft. Just past Pizza Hut, the project is on
the right.
4. Latitude:34° 42' 16.4" N Longitude:-77° 09' 32.6" W of the main entrance to the project.
I l �;i:l 1 4355 19 0 10 106) 351F.40 col 0F
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modifications
sRenewals 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 9W8130913 , its issue date (if known)10/11/13 , and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low 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):
❑CAMA Major ❑Sedimentation/Erosion Control: 15.0 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
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: S&EC Permit: ONSLO-2014-030
5. Is the project located within 5 miles of a public airport? NNo ❑Yes
If yes, see S.L. 2012-200, Part VI: httl2:lZgortal.ncdenr.org/web/Ir/­r-ules-and-regulafloW'-,
`` JUL 272020
JJ
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6 4

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: Susan B. Stevenson
Signing Official & Title: Susan B. Stevenson, Owner
b. Contact information for person listed in item la above:
Street Address: PO Box 1807
City: Salisbury
Mailing Address (if applicable):same as above
City;
Phone: (704 ) 216-8000
Email: kdillard®thechevyteam.com
State: NC
Zip: 28145-1807
State: Zip:
Fax: (704 ) 353-7991
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:
Mailing Address (if applicable):
0ty:
Phone: ( )
Email:
State:
Zip:
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: Jonathan L. McDaniel, PE
Signing Official & Title: Consulting Engineer
b. Contact information for person listed in item 3a above:
Mailing Address: 604E Cedar Point Blvd.
City: Cedar Point State: NC Zip:28584
Phone: ( 252 ) 393-6101 Fax: (252 ) 393-3522
Email: jmcdaniel®parkeriacksonville.com
4. Local jurisdiction for building permits: Swansboro (Onslow County)
Point of Contact: Jennifer Anseil, Town Planner Phone #: (910 ) 326-4428
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6 h JUL 2� ���� •t
BY-

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater treatment for the site is already provided under high density requirements. The future BUA
is already built into the SCM capacity of the existing wetland, and the runoff from this BUA is to be directed
to the SCM via existing curb outlet swales at non -erosive velocities.
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 lI - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 14.32 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+: 14.32 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 (NHK) line or Mean High Water
(MHW line, and coastal wetlands landward from the NHW (orMHV) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHKq line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 58.7 %
9. How many drainage areas does the project have? 1 (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use I 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
Drains Area
Drainage Area
Receiving Stream Name
Queen Creek
Stream Class *
SA;HQW
Stream Index Number *
194146
Total Drainage Area (sf)
520,844
On -site Drainage Area (sf)
520,844
Off -site Drainage Area (sf)
0
Proposed Impervious Area* s
366,452
% Impervious Area** (total)
58.7
Im rvious Surface Area
Drainage Area 1
Drainage Area
Drainage Area
Drains Area
On -site Buildings/Lots (sf)
3,576
On -site Streets (so
0
On -site Parking (sf)
12,393
On -site Sidewalks s
0
Other on -site (sf)
0
Future (sf)
134,531
Off -site (sf)
0
Existing BUA*** (so
215,952
Total (sf):
366,452
* Stream Class and Index Number can be determined at. http://portal.ncderzr.orQ/web/wg&s/csu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc. l
FF`JUL 2020 1
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6 E
8Y �J

11. How was the off -site impervious area listed above determined? Provide documentation. Calculating the area
using AutoCad and survey data
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 1 SA 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://12ortal.ncdenr.org/web/3yq/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
ft://12ortal.ncdenr.org/web/wA/ws/su/statesw/forms does. 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://12ortal.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 does.
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 V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M o Ua e
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http:/ /www.envhelp.org/12ages/onestol2exl2ress.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/managementfor
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
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
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 NH-W lines. i
• 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. ` Q4
j. Site Layout with all BUA identified and dimensioned. �Q
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.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
L
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

A copy of the most current property deed. Deed book: 3159 Page No: 257
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
p. Vegetated buffers (where required).
Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the exis tin
g
elevations and boring logs. Include an 8.5"x11" copy of the NRCS 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 DEMLR to verify the SHVVF prior
to submittal, [phone].)
tiW
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 hU:Lportal.ncdenr.org/web/lr/state-
stormwater-forms does. 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: Jonathan L. McDaniel, PE
Consulting Firm: Bell and Phillips
Mailing Address: 604-E Cedar Point Blvd.
City: Cedar Point State: NC Zip: 28584
Phone: (252 ) 393-6101 Fax: ( )
Email: jmcdaniel®parkeriacksonville.com
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 oforganization 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 stormwater system.
q` JUL 2 7 2020
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

r
0 C
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:
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 Ia) Susan B. Stevenson
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 stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature. L � LQ �% � Date. �0� a
I, I IuQ n a Notary Public for the State of W County of
SI vU do hereby certify that &SAiQ 2dAX0sn n personally appeared
r
before me this a I day of TALLi _9O010 , and acknowledge the due exe,putiQn of the application for
a stormwater permit. Witness my hand and official seal,
'Voter
Z
Col/
U U
SEAL
My commission expires Q /'7 _ 01,
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6
JUL 272020
i ' I
BY:� L J

WAr�
*A
WDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPrLE 1AMEIN'T
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all the required information.
PR(),1EGT INFORMATION
Project name
Contact name
Phone number
Date
Drainage area number
Stevenson Chevy
Howard Resnik, PE
910-791-4441
September 22, 2013
1 -
ft. DESIGN INFORMATION
Site Characteristics
Drainage area
520,844.00 fe
Impervious area
366,462,00 fe
Percent impervious
70.4°/a %
Design rainfall depth
1.50 inch
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.83 in
1-yr, 24-hr intensity
0.16 in/hr
Pre -development 1-yr, 24-hr runoff
3.49 felsec
Post -development 1-yr, 24-hr runoff
32.31 fe/sec
Pre/Post 1-yr, 24-hr peak control
28.82 fe/sec
Storage Volume: Non -SA Waters
Minimum required volume
44,283,00 fe
Volume provided (temporary pool volume)
44,874.00 fO OK
Storage Volume: SA Waters Parameters
1.5" runoff volume
ff
Pre -development 1-yr, 24-hr runoff volume
ffs
Post -development 1-yr, 24-hr runoff volume
fe
Minimum volume required
fe
Volume provided
_ f
Outlet Design
Depth of temporary pool/ponding depth (DPw
OK
Drawdown time
_
OK
Diameter of orifice
4.00 in OK
Coefficient of discharge (Ca) used in orifice diameter
0.60 (unitiess)
calculation
Driving head (HJ used in the orifice diameter calculation Provide calculations to support this driving head.
ECEIVEn
SEP 2 5 2D14
BY..
Fort! SW401-Wetland-Rev.6-11/16/09 Parts 1 and 11. Project Design Summary, Page 1 of 3

Surface Areas of Wetland Zones
Surface Area of Entire Wetland
Shallow Land
The shallow land percentage is:
Shallow Water
The shallow water percentage is:
Deep Pool
Forebay portion of deep pool (pretreatment)
The forebay surface area percentage is:
Non-forebay portion of deep pool
The non-forebay deep pool surface area percentage is:
Total of wetland zone areas
Add or subtract the following area from the zones
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
Shallow Water bottom
Most shallow point of deep pool's bottom
Deepest point of deep pool's bottom
Design must meet one of the following two options:
This design meets Option #1,
Top of PPE is within 6" of SHWT, If yes:
SHWT (Seasonally High Water Table)
This design meets Option #2,
Wetland has liner with permeability < 0.01 in/hr, If yes:
Depth of topsoil above impermeable liner
Topographic Zone Depths
Temporary Pool
Shallow Land
Permanent Pool
Shallow Water
Deep Pool (shallowest)
Deep Pool (deepest)
Planting Plan
Are cattails included in the planting plan?
Number of Plants recommended in Shallow Water Area:
Herbaceous W cubic -inch container)
Number of Plants recommended in Shallow Land Area:
Herbaceous W cubic -inch container), OR
Shrubs (1 gallon or larger), OR
Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch)
Number of Plants provided in Shallow Water Area:
Herbaceous (4* cubic -inch container)
Number of Plants provided in Shallow Land Area:
Herbaceous Wcubic-inch container)
Shrubs (1 gallon or larger)
Trees (3 gallon or larger) and
Grass -like Herbaceous (4+cubic-inch)
48,000,00 ff
OK
19,200.00 ff
OK
40% %
19,200 00 fe
OK
40% %
4,800,00 fe
OK
10% %
4,80000 fe
OK
10% %
48,000.00 fe OK
0.00 fe
34.00 it amsi
33 00 ft amsi
32-50 ft amsi
3100 ft amsl
30.00 ft amsi
y (Y or N)
33.00 ft amsi OK
n (Y or N)
in
12.00 in OK
6.00 in OK
24.00 in OK
36.00 in OK
n (Y or N) OK
4,800
4,800
768
96 and 3,840
4,800 OK
4,800 OK
nECE1VE
IESEP2510q
Form SW401-Wetland-Rev.6-11/16/09 Parts I and I!. Prooct Design Summary, Page 2 of 3

Additional Information
Can the design volume be contained?
y (Y or N)
OK
Does project drain to SA waters? If yes,
n (Y or N)
Excess volume must pass through filter.
What is the length of the vegetated filter?
it
Are calculaions for supporting the design volume provided in the
y (Y or N)
OK
application?
Is BMP sized to handle all runoff from ultimate build -out?
y (Y or N)
Oi+
Is the BMP located in a recorded drainage easement with a
y (Y or N)
OK
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
16.70 :1
OK
Approximate wetland length
1,069 00 It
Approximate wetland width
64.00 it
Approximate surface area using length and width provided
68,416.00 ft
This approx. surface area is within this number of square feetof
the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction?
y (Y or N)
OK
�ECEIVED
SEP 25 2q
BY.
Form SW401-Wetland-Rev.6-11/16/09 Parts I and H. Project Design Summary, Page 3 of 3

Permit No.
_ (to be provided by DWQ)
ttt�REQkJII�D ITEMS CHECKLIST � .� �'��'"�
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Initials Page/ Plan
Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
- Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
- Wetland dimensions (and length to width ratio),
Pretreatment system,
Maintenance access,
- Proposed drainage easement and public right of way (ROW),
Overflow device, and
- Boundaries of drainage easement.
2. Plan details (1' = 50' or larger) for the wetland showing:
Wetland dimensions (and length to width ratio)
Pretreatment system,
Maintenance access_
Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off -site drainage ('If applicable),
Overflow device, and
Boundaries of drainage easement.
3. Section view of the wetland (1' 20' or larger) showing:
- Side slopes, 3:1 or lower
- Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SLWT depth
Option 2, clay liner: Depth of topsoil on top of liner, liner specifications
ME, 1 4. A detailed planting plan (1 " = 20' or larger) prepared by a qualified individual showing:
A variety of several suitable species (not including cattails),
- Sizes, spacing and locations of plantings, IE
Total quantity of each type of plant specified,
A planting detail, SEP Z 5 2013
- The source nursery for the niants. and
- Fertilizer and watering requirements to establish vegetation. gY;
C
5. A construction sequence that shows how the wetland will be protected from sediment until the entire
drainage area is stabilized.
C AE. 5a
6. The supporting calculations (including drawdown calculations).
A
7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Aid' jet "seek
8. A copy of the deed restrictions (if required).
�C • R. See CAIcs
9. A soils report that is based upon an actual field investigation and soil borings. County soil maps are not an
acceptable source of soils information.
SW401-Wetland-Rev.6-11/16/09
Part ill, page i of i

State Stormwater Management Systems
Permit No. SW8 130913
Stevenson Chevy Swansboro Page 1 of 2
Stormwater Permit No. SW8 130913
Onslow Countv n�
Designers Certification
I, Howard Resnik , as a duly registered professional engineer in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
Stevenson Chevrolet Swansboro
(Project)
for John 0. Stevenson (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:
o 1 C A IIIII/I��ii
S SAD
2: SEAL �'•-� —
025483 r
F +.���
poly' yGlWE�
Signaturell
��i�RD •S. R���`
Registration Number NC PE #025483 5�,6if
Date 5/26/2015
ECEIVE
. MAY 2 8 2015
BY:
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 130913
Certification Requirements: Page 2 of 2
tlw-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.
#-,44. All roof drains are located such that the runoff is directed into the system.
9,4 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.
&e. 8. All slopes are grassed with permanent vegetation.
L9. 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.
ge.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.
l 14. All required parts of the system are provided.
cf, 15. The required number of wetlands plantings have been provided.
cc: NCDENR-DEMLR Regional Office
Onslow County Building Inspections
Page 8 of 8

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 21-1.1000 and S.L. 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and. runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built -upon area consistent with the design criteria used to size the stormwater control facility.
I, John O Stevenson , acknowledge, affirm and agree by my signature below, that I
will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot within
the project known as Stevenson Chevrolet (Swansboro)
The following covenants are intende o eapure ongoing compliance with State Stormwater
Management Permit Number�1V, as issued by the Division of Water Quality
u
under the Stormwater Management e atrons.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is 366 452 square feet.
*Note: If the BUA per lot varies, please substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot:
The maximum built -upon area per lot, in square feet, is as listed below.
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
Total 366.452
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. 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.
Z All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction.
9. The project and each lot will maintain a 30** foot wide vegetated buffer between all impervious
areas and surface waters.
**50 foot for projects located in the 20 coastal counties. SCEIVE
SEP 25 �Q13
Form DRPC-1 Rev.2 05Nov2009 Page 1 of 2 BY:

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
Signature: Date:
State of
County of
a Notary Public in the
do hereby certify that personally appeared
before me this the day of , 20 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
Signature
My Commission expires
Form DRPC-1 Rev.2 05Nov2009 Page 2 of 2
1ECEIVE
SEP 2 5 2013
sr