SW7910903_CURRENT PERMIT_20150818

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 0
YYYYMMDD

V)I�o
MCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
August 18, 2015
Peachtree Shoreside, LLC
Attn: Mr. Thomas W. Wheeler, Jr.
PO Box 957209
Duluth, GA 30095
Subject: Stormwater Permit No. SW7910903
Walmart - Kitty Hawk, NC
High Density Project
Dare County
Dear Mr. Wheeler:
The Washington Regional Office received your request for a Name/Ownership change for
the subject project on July 16, 2015. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set
forth in Title 15A NCAC 2H.1000 and Session Law 2008-211. We are forwarding Permit
No. SW7910903 dated August 18, 2015, for the construction of an infiltration basin and
building expansion for the subject project. The permit for this project issued on November
18, 2008 is hereby rescinded and replaced with this permit.
This permit shall be effective from the date of issuance until August 4, 2021, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention
to the Operation and Maintenance requirements in this permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management system
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 upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714.
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 Bill Moore at [phone].
Sincerely,
Bill Moore
Engineer Associate
cc: Calfee Engineering
Town of Kitty Hawk Planning/Building Inspections
ashington Regional Office
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: htto://i)ortal.ncdenr.org/webllr/
Mailing Address: 1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-9200 / FAX: [phone]
An Equal Opportunity \ Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7910903 MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
Peachtree Shoreside, LLC
Shoreside Center - WalMart - Kitty Hawk
Dare County
FOR THE
construction, operation and maintenance of one wet detention pond and one infiltration
basin in compliance with the provisions of 15A NCAC 2H .1000 and Session Law 2008-
211 (hereafter 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 Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until August 4, 2021, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data. This permit modification
covers the addition of a new infiltration basin to collect and treat the runoff from
62,291 square feet of existing parking impervious area in order to allow for the
new building expansion of 33,106 square feet of impervious area -to be collected
2. This stormwater system has been approved for the management of stormwater
runoff as described on page 3 of this permit, the Project Data Sheet. The two
stormwater controls have been designed to handle the runoff from 630,967
square feet of impervious area.
The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. 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.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW7910903 MOD
5.
7
The runoff from all built -upon area within the permitted drainage areas of this
project must be directed into the permitted stormwater control systems.
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres:
b. Total Impervious Surfaces, ft2:
C. Pond Depth, feet:
d. TSS removal efficiency:
e. Permanent Pool Elevation, FMSL: 2
f. Required Permanent Pool Surface Area, ftz
g.. Provided Permanent Pool
urface Area, ft
h. Permanent Pool Volume, ft :
i. Temporary Storage Elevation, FMSL:
j. Required Storage Volume, 1:
k. Provided Storage Volume, ft
I. Controlling Orifice:
M. Receiving Stream/River Basin:
n. Stream Index Number:
o. Classification of Water Body:
15.25 (664,290 s.f.)
568,676
4.50
85%
4.00
35,207
35,269
87,511
5.50
49,822
57,279
3@2"0 pipe
Kitty Hawk Bay / Pasquotank
30-19
"SC"
The following design elements have been permitted for the infiltration
basin and must be provided for the system at all times.
a. Drainage Area, ft2:
b. Total Impervious Surfaces, ft2:
c. Design Storm, inches:
d. TSS removal efficiency:
e. Basin Design Depth:
f. Bottom Elevation, FMSL:
g. Bottom Surface Area, ft
h. Bypass Weir Elevation, fmsl:
i. Permitted Storage Volume, ft3:
j. Type of Soil:
k. Expected Infiltration Rate, in/hr
I. Seasonal High Water Table, fmsl:
m. Time to Draw Down, hrs:
n. Receiving Stream / River Basin:
o. Stream Index Number:
p. Classification of WaterBody:
II. SCHEDULE OF COMPLIANCE
75,359
62,291
1.50
85%
1.90 feet
5.50
7,032
7.40
16,294 at temporary pool
Fripp / fine sand
10.64
3.50
1.30
Kitty Hawk Bay / Pasquotank
30-19
"SC„ - -- - - - -- - -
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.
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW7910903 MOD
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowin.9 and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
o. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
6. 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.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
- modification to the approved plans, including, but not limited to, those listed
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW7910903 MOD
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
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 revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
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, including the creation
of nuisance conditions, 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.
+1
91
The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
The permit may be modified, revoked and reissued or terminated for cause. The
•..� v vw'--- • u MV• IIV , 1 •VVG\IVII GIIV IVIJJ VGIIVV VI
termination does not stay any permit condition.
7. 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.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW7910903 MOD
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
10. This permit shall be effective from the date of issuance until August 4, 2021.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 18th day of August, 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Tracy E. Davis, PE, CPM
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7910903
Page 6 of 8

State Stormwater Management Systems
Permit No. SW7910903 MOD
Shoreside Center
Stormwater Permit No. SW7910903
Dare 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 included in the Certification
Noted deviations from approved plans and specification: .
Signature
Registration Number
Date
SEAL
Page 7 of 8

l
1
State Stormwater Management Systems
Permit No. SW7910903 MOD
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. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass 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 surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office

.... .. . -.. DEMLR USE ONLY ... .. _. . ;. ,..
Date Received
Fee Paid
Permit Numbers
—
5—
Vi' to 0 oL
Applicable Rules: Coastal SW — 1995 ❑ Coastal SW — 2008 ❑ Ph H - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan: qS1 V S—_
c+:a
State of North Carolina ,� f
Department of Environment and Natural Resources 3!
Division of Energy, Mineral and Land Resources
MAY 2 2016
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original p
L GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specificatrons, letters, operation and maintenance agreements, etc.):
Wendy's-Kitty Hawk <0��—S)�C (G
2. 'Location of Project st eef address):
5430 North Croatan Highway (US 158), Kitty Hawk
County:Dare Zip:27949
3. Directions to project (from nearest major intersection):
From the intersection of Ocean Boulevard (NC 12) and North Croatan Highway (US 158)
Head south on NC 12 toward US 158 and take a ri¢ht onto US 158 and travel .5 mile.
5430 North Croatan Highway will be on the left.
4. Latitude:36° 05' 52.6" N Longitude:75° 43' 21.0" W of the main entrance to the project.
H. PEILMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modifrcationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b.lf 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* `providea designer's certification
2. Specify the type of project (check one):
❑Low Density ❑High Density ®Drains to an Offsite Stormwater System ❑Other
3. Ifthis application is being submitted as the result ofa previously returned application or a letterfrom
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: _
❑NPDES Industrial Stormwater ❑404/ 401 Permit: Proposed Impacts
ac of Disturbed Area
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:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: httl2�//`­12ortal.ncdenr.org/web/Ir/rules-and-regLilations
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
I. 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:Carolina Quality Foods
Signing Official & Title:Sam Nekhaila� President
b.Contact information for person listed in item la above:
Street Address:304 Remele Ct.
City:Kill Devil I I ills State:NC Zip:27948-9380
Mailing Address ( /applicable):125 Milano Drive
City:lslamorada State:FL Zip:33036
Phone: (305 ) 394-0315 Fax:
Email:snekhnila(ulnsn com
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 31)
® 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:Tom WI
b.Contact information for person listed in item 2a above:
Street Address:1960 Satellite Boulevard Suite 1300
City Duluth State :GA Zip:30097
Mailing Address (ifupplicuble):P.O. Box 957209
City:Duluth State:GA Zip:30095
Phone: (770 ) 476-4801 Fax: [phone]
Emall:twlleelefuheelerbrand com /
3.a. (Optional) Print the name and title ofanother contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/ Organ ization:Qualified Builders Inc
Signing Official &
b.Contactinformation for person listed in item 3a_albove:
Mailing Address:8801 Fast Park Drive Suite 215
City:Raleigh State. -NC Zip:27617
Phone: [phone] Fax: [phone]
Email:rvan marsh o ualifedbuildersinc com
4. Local jurisdiction for building permits: Town of Kitty Hawk
Point ofContact:Dcnnis Speight Phone 9: (252 1 261-3552
Form SWU-101 Version Oct. 31, 2013 Page 2 of 7

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater management improvements will be provided to treat runoff from all proposed impervious
construction The primary method of stormwater treatment will be via an infiltration basin located on the
adjacent shopping center site at 5400 North Croatan Highway.
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 'roject drains to the Pasquotank River basin.
4. Total Property Area:.66 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Ar (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project
Area`:.66 acres
Total project area shall be calculated to exclude thefollowing: the normal pool of impounded structures, the area
between the banks ofstreams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from theNHW (or MHW) 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 = 58.9 %
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 I for the wholeproperty 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.
_.,
;Basinlnformatton_. .ryz. '-..'
Drain'ageArea•A,
Diaitiage;Area==
Drain age:4i•ea=
DiainageArea'_
Receiving Stream Name
Atlantic Ocean
Stream Class *
SB
Stream Index Number *
99-(7)
Total Drainage Area (st)
31,739
On -site Drainage Area (sf)
31,739
Off -site Drainage Area (sf)
1 26,103
Proposed Impervious Area* (sf)
17,154.4
%Impervious Area** (total)
59.8
" "
.Impervtdus,;ySurface'Area,,, . ,
Dranna e`Area' n;
g .
�Draina e"'Area:':
8
DFajna "e Area _
g
Diairia e Area"� '",
g
On -site Buildings/ Lots (sf)
2,570.5
On -site Streets (so
0
On -site Parking (so
14,300.5
On -site Sidewalks (st)
0
Other on -site (so
283.4
Future (so
0
Off -site (st)
0
Existing BUA*** (so
0
Total (sf):
17,154.4
* Stream Class and Index Number can bedetermined at http://portal.ncdenr.org/web/wg/ps/csu/classiTcatians
** Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
***Report only that amount ofexisting 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.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 7

11. How was the off -site impervious area listed above determined? Provide documentation. See Attached
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe 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 (0&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http / / portal ncdennorg/ web/ wo/ ws/ so/ burp -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 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 / / oortal.nedennorg/ web/ wq/ ws/ su/ maps.)
Please indicate that the following required information have been provided by initialine 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 ham'/ / portal ncdenr ore/ web/ wq/ ws/ su/ statesw/ forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. Ms*l %
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants MW 3
Form. (if required asper Part VIIbelow)
3. Original of the applicable Supplement Forot (s) (sealed, signed and dated) and O&M �W S
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable toNCDENR. (For an Express review, refer to MWY
http / / www.envhelp.oriz/ 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
tN�5 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. Ifthe receiving stream is reported as class SA or the rWs
receiving stream drains to class SA waters within %: mile of the site boundary, include the %z
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 MH W or NHW line oftidal
waters, and any coastal wetlands landward ofthe MH W or NHW lines.
a Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MH W (or NH W) of tidal waters.
i. Dimensioned property/ project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Mustbe 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 casements, pipe sizes, runoff calculations.
M` S
rw �
Form SWU-101 Version Oct. 31, 2013 Page 4 of 7

o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SH WT elevations (Please identify MM.a 5
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 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 visitfor DEMLR toveri)� theSHWTprior
tosubmittal, [phone])
10. A copy of the most current property deed. Deed book: 2028 Page No: 822 r �s
IL For corporations and limited liability corporations (LLC): Provide documentation from the NC �S
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
VIL 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 protectivecovenants forms can be downloaded from http //portal.ncdenr.org/web/Ir/state-
stormwater-forms dots. 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 forthis 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:Michael W. Strader, Jr. PE
Consulting Firm:,
Mailing Address:P.O. Drawer 870
City:Kitty Hawk Dare County State:NC Zip:27949
Phone: (252 ) 491-8147
Email:mstrader&uible com
Fax: (252 ) 491-8146
DL PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name ofperson listed in Contact Information, item 2a) Tom Wheeler , certify that I
own the property identified in this permit application, and thus give permission to (print or type name ofperson
listed in Contact Information, item la) Sam Nekhaila with (print or type name of organization listed in
Contact Information, item la) Carolina Quality Foods 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,
Form SWU-101 Version Oct. 31, 2013 Page 5 of 7

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 Storm water 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 1 will be operating a stormwater
treatment facility without a valid perm it. I understand that the operation of a storm water 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� s GJ W �emeld� .�;.
I, e" L rt-,;h -I , ,A(Ia,-P, -, , a Notary Public for the State of C-�( e a ra ;cam, , County of
do hereby certify that n.n o s t�).Tr personally appeared
before me this j'5:day of �^ ' ` �p/G , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official sea].
n.
J.
a0T'�y
mom
'°ue1ao
SEAL
My commission expires
Form SWU-101 Version Oct. .)1, 2013 Page 6 of 7

X. APPLICANT'S CERTIFICATION
1, (print or type mme ojperson listed in Contact lnjormcttion, item la)
certify that the information included on this permit application f
that the project will be constructed in conformance with the ap
and protective covenants will be recorded, and that the prop
applicable stormwater rules under 15A Nb ar�d y
,is, to the best of my knowledge, correct and
oved plans, that the required deed restrictions
project complies with the requirements of the
other applicable state storm w ter requir ments. Jj
Date:
l�
l l" n h 4 t s ti I1P "0. & yk , a Notary Publi .for the State of ' L' , County of
Lq� 92 � , do hereby certify that C n "i1 2JL C W .0 ) 4-4 personally appeared
before me thi3- U day of %f z0 wb and ackn/ow- dge It du'e execution ofthe application for
a stormwater permit. Witness my hand and official seal, / `1=�6��
CHRiSTINE A BOYLE
NOTARY PUBLIC
Dare County
North Carolina
My Commission Expires January 12, 2017
SEAL
My commission expires ) 'L-) —'Zy ) -?
1i
Form SWU-101 Version Oct. 31, 2013 Page 7 of 7

Permit No.
(to be provided by DEMLR)
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM a fi 11� rj
OFF -SITE SYSTEM SUPPLEMENT MAY 2 2016
FOR D EV ELOPMEN T D RAINING TO PERMITTED OFF -SITE TREATMENT SYSTEMS
This form may be photocopied for use as an original
DEMLR Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a storrwater management permit application, an
off -site system supplement for each off -site stormwater treatment system, appropriate supplement forms for any
on -site stormwater treatment systems, and plans and specifications showing all stormwater conveyances and
drainage details for the project.
Imo__' ' smx"ii;l,'i(I)SOVVIDI►`I
Project Name : Wendy's -Kitty Hawk
Contact Person: Sam Nekhaila Phone Number: [phone]
Is all drainage from the project directed to the off -site system? (check one): ® Yes ❑ No
II. OFF -SITE SYSTEM INFORMATION (please complete the following information for the off -site system
that will treat runoff from your project):
Permit No.
Project Name:Shoreside Center
Type of System (wet pond, infiltration basin, etc.):hlfiltration Basin
Lot No. (if part of a subdivision): I a
How much built upon area draining to the permitted treatment system has been allocated to this
project?17,154.4
III. REQUIRED ITEMS CHECKLIST
Prior to issuing an off -site permit, verification of the following information must be provided. Initial in the space
provided to indicate that the following requirements have been met and supporting documentation is attached. If
the applicant has designated an agent in the Stormwater Management Permit Application Form, the agent may
initial below. If a requirement has not been met, attach justification.
Form SW401-Off-Site System-Rev.I Page 1 of 2

Applicants Initials
ttl'p, a. Deed restrictions limiting the built -upon area on the site have been recorded.
W IA _ b. Engineers certification for the existing off -site system has been submitted to DEMLR.
WA c. There are no outstanding Notices of Violation for the off -site system.
w%rA d. Off -site system is in compliance with the issued permit.
IV. STORMWATER COLLECTION SYSTEM MAINTENANCE REQUIREMENTS
]. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time.
2. Accumulated sediment and trash will be removed from the collection system as necessary. Swales and
ditches will be reseeded or sodded following sediment removal.
3. Eroded areas of swales and ditches will be repaired and reseeded. Swales and ditches will be revegetated as
needed based on monthly inspections.
4. The collection system, including catch basins, curb cuts, velocity reduction devices, and piping, will be
inspected monthly or after every significant runoff producing rainfall event. Trash and debris will be
cleared away from grates, curb cuts, velocity reduction devices, and piping.
5. The collection system may not be altered in any way without prior approval from NCDENR Division of
Energy, Mineral and Land Resources.
I acknowledge and agree by my signature below that I am responsible for maintaining the stormwater collection
system in accordance with the five maintenance procedures listed above. I agree to notify DEMLR of any
problems with the system or prior to any changes to the system or responsible party.
Print Name and
Note: The legally responsi le party should not be a homeowners assoctation unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
a Notary Public for the State of County of C v
do hereby certify that S n 'M U E x -Aj '�"Z� personally appeared before me this _
day of JO i� Z O 1 LV , and acknowledge the due execution of the forgoing document including the stormwater
collection system maintenance requirements. Witness my hand and official seat,
CHRISTINE A BOYLE
NOTARY PUBLIC Notary Public
/— - Sp.A1Dare County .My commission expires �)o�
p�o-rtp rolina''+ Page 2 of 2
Fortgl$�hgsiblF Rpiir s January 12, 2017 ` .

Permit
(to be provided by D WO)
OrOF WATF, p
'i STORMWATER MANAGEMENT PERMIT APPLICATION FORM o <"
I+K®ENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 1/1) must be printed, filled out and submitted along with all of the required information.
Project Name 1Wehdy's :Kitty Hawk.,
Contact Person iSem Nekhaila•,'
Phone Number �305-394-0315
Date ,'4/25/2016- -
dz
Drainage Area Number IF _ ,
I .. ,.
I:sDESIGN INFORMATION,
+3 ..f, .-. i`'�`, :N_ita =.n-t. i, _-y "..i _ 4.
i i �'(�: .S h v:r {..d✓�5. M, 5-..,•.
Site Characteristics
Drainage area
r _ 57,842.00_
(tz
Impervious area
1 45,306.00 '
: 1 to
Percent impervious
78.33
%
g "'1
� I �. -
'
+;,
Design rainfall depth
1'.50
in
;, ,
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.30 ..
`jin
MAY 2 2016
1-yr, 24-hr intensity
,:.0.14 -.
linlhr
Pre -development 1-yr, 24-hr discharge
1'°�- - 0.03 '_"
"' ift3/sec
Post -development 1-yr, 24-hr discharge
a _i 1.0.06 "'.'
Ift3/sec
Pre/Post 1-yr, 24-hr peak flow control
0.03
ft3/sec
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
1 4,499.00 ,, Itt3
1 `,<5,330.00 'Ift3
F_npp;'Fine.Sand
1 "',' 23.57'_q-:- jin/hr
Ifmsl
2 ,days
I,. _.. 3.00 1:1
( `"�B.`00^:fir.- -Ifmsl
17`"9:00 ``ifmsl
(; 3,740.00 -' -1fo
Ifmsl
i 70.00 7;�1tt
!.<'-'y35.00' - .':4ff
1';... 2,978.00 ; ` Ito
OK for non -SA waters
OK
OK
OK
Form SW401-Infiltration Basin-Rev.5 / tAp2011 Parts I. & II. Design Summary, Page 1 of 2

Permit
(to be provided by DWO)
Illt REGIUIRED,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.
Page/ Plan
Initials
AeetNo.
n.A_s
SiiErt-TS i+2
1. Plans (1" - 50' or larger) of the entire site showing:
CAPS NDIK A> - Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
Muttt`_
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
SF�ET 3
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
t✓�WS
Tt-%'%\,
3. Section view of the infiltration basin (1" = 20' or larger) showing:
S iXT 3
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
khffiNNG 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
P,N41 NAP N- \ C 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
Comic atx D) results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
0 "aS YI 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
5}{EE'C entire drainage area is stabilized.
7. The supporting calculations.
(APFYNO�K e>>
r os 1—D 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
t"i N 9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III, Required Items Checklist, Page 1 of 1

Permit Number:
(to be provided by D4YQ)
Drainage Area Number:
Infiltration 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 a
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the MAY 2 2016
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly t 4
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter 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:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide time and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable) .
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Infiltration Basin O&M-Rev.3 Page 1 of 4

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
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 pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate bmnediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to .grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
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 NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Basin O&M-Rev.3, Page 2 of 4

Permit Number:
(to be provided by DVVQ)
1 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: Wendy's - Kitty Hawk; 5430 North Croatan Highway Dare County 27949
BMP drainage area
number:f
Print name: Tom Wheeler; Peachtree Shoreside. LLC
Title:
Address:1960 Satellite Boulevard. Suite 1300; Duluth, GA 30097
Phone:[phone]
Signature:_ r 6U p Pao �
Date: �1& t4, j L S, ZR 0 / (o
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, a Notary Public for the State of
County of � , , j P , do hereby certify that
i- r✓Ia s i-1 . L ii7 "-J c!^ -Ti— personally appeared before me this
day of H p v , ­?c 16 ., and acknowledge the due execution of the
—
forgoing infiltration
basinmaintenancerequirements. Witness my hand and official seal,
Form SW401-htfiltration Basin O&M-Rev.3 Page 3 of 4

Permit Number:
(to be provided by DLVQ)
9
qptANb
,=o®
I%ftl*
SEAL
My commission expires �- J —) ?
Form SW40I-Infiltration Basin O&M-Rev.3 Page 4 of 4

Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
April 27, 2016
Samir Dumpor, P.E.
Environmental Engineer
Division of Energy, Mineral, and Land Resources
Land Quality Section —Washington Regional Office
North Carolina Department of Environmental Quality
943 Washington Square Mall
Washington, North Carolina 27889
Re: Stormwater Management Plan (Offsite Application)
Wendy's — Kitty Hawk
Dare County, NC
Dear Mr. Dumpor:
P.O. Drawer 870
1011y Ho k NC 27949
Phone: [phone]
Fax: [phone]W
web: quible.com
MAY 2 2016
On behalf of Carolina Quality Foods, Quible and Associates, P.C. (Quible) hereby submits for
review and approval of an Offsite Stormwater Management Permit Application package for the
above referenced proposed project in Dare County. The enclosed narrative will explain in detail
the stormwater.management for the site.
The following items are included and shall be considered part of this submittal package:
1. Review Fee Check in the amount of $505.00
2. One (1) original and one (1) copy of the Stormwater Management Permit Application
Form;
3. One (1) original and one (1) copy of the Offsite Supplement;
4. One (1) original of the Infiltration Basin Supplement Form;
5. One (1) original of the Operation & Maintenance Agreement for the existing infiltration
basin signed by the property owner;
6. Stormwater Management Plan Narrative including Drainage Area Maps, Signed and
Sealed calculations, and Soils Report with Supporting Data;
7. USGS map with site location identified;
8. One (1) copy of the Property Deed, Stormwater Management Agreement, and Draft
Lease Agreement;
9. NC Secretary of State Documentation;
10. Two (2) copies of the Plan Sheets 3, 4, and 7.

Please do not hesitate to contact me or Michael W. Strader, Jr., P.E. at [phone], or
csaundersQquible.com should you have any questions or concerns.
Sincerely,
Quib�lee&&Associates, P.C.
Cathleen Saunders
Encl: As stated
Cc: Carolina Quality Foods
1600 Peachtree, LLC

Stormwater Management Plan Narrative
Wendy's — Kitty Hawk, NC
April 27, 2016
Project Description
The following narrative will detail the stormwater management plan for the proposed site
improvements for the Wendy's in The Town of Kitty Hawk, Dare County, NC.
The subject site i a .66 acr parcel of land located at 5430 Croatan Highway (US 158) and is
approximately .5 m st of the NC 12 and N. Croatan Highway (US 158) intersection.
Wendy's proposes to add a 2,570, sq.ft resta i�nr and associated drive aisle and parking areas.
for the proposed facility. The parcel is currently owned by 1600 Peachtree, LLC and will be
leased to Carolina Quality Foods for development.
Stormwater management proposed for the site will consist of an existing infiltration basin
located on the adjacent parcel of land at 5400 N Croatan Highway (US 158). This basin is
currently operated and maintained by Peachtree Shoreside. LLC. The following narrative,
application and calculations will demons rate the parameters of the proposed design, which will
illustrate an effective stormwater management system in compliance with all state regulations.
Summary of Existing Conditions
The Wendy's site is currently undeveloped open green space. The total BUA of the existing site
is 0%.
Drainage flowing from the existing site appears to sheet flow off -site and into existing structures
and ultimately into existing infiltration basins. The front half of the lot drains into existing curb
inlets within Cypress Knee Trail and is directed into the existing infiltration basin adjacent to
North Croatan Highway. The remainder of the lot sheet flows to a drop inlet adjacent to the
intersection of Cypress Knee Trail and the existing private entrance. This stormwater is then
discharged into the existing infiltration basin located on 5400 N. Croatan Highway property
within easement.
Summary of Proposed Conditions
The project proposes the addition of a 2,570 sq.ft. Restaurant and vehicular accommodation
areas to the existingsft�dpop completion of the proposed improvements the site's overall BUA
will be 17,154 sq.ft. rr 59.8%%.
Stormwater management improvements will be provided to treat runoff from all proposed
impervious construction. The primary method of stormwater treatment will be via an infiltration
basin located on the adjacent shopping center site at 5400 North Croatan Highway.
The infiltration basin will manage an overall BUA 57,842 sq.ft., which includes all existing and
proposed impervious areas draining to the existing infiltration basin.

Stormwater Management Plan Narrative
Wendy's — Kitty Hawk, NC
April 27, 2016
Stormwater Compliance
Per 15A NCAC 02H.1005 (a) (3) (B) High Density Coastal Development is required to meet
particular criteria. The proposed development has a built upon area of greater than 24% as
required by the regulations. This development is proposed to have 59.8% of impervious
coverage and is allowed up to 60% coverage per local ordinance. The existing infiltration basin
off -site was previously designed in accordance with NCDEQ Requirements. The existing basin
is designed to store, control, and treat the stormwater runoff generated by the one and one-half
inch of rainfall from all surfaces impacted by the Wendy's development. In addition to these
requirements, a minimum 50' vegetative buffer from surface waters is provided.
Collection
Runoff from proposed Wendy's building and associated vehicular areas are to be collected and
conveyed to the infiltration basin by an underground pipe network. The proposed storm network
is made up of 12" RCP with multiple onsite drop inlets. Runoff draining from the proposed
building will be collected by roof drains and connected into the proposed storm network.
Drainage from the front of the site will remain unchanged and will continue to be treated through
the existing infiltration basin at the front of the lot adjacent to Cypress Knee Trail. This area will
not drain any proposed impervious surfaces.
Treatment
The proposed system will offer treatment prior to release. Runoff from vehicular areas will be
directed into the infiltration basin via the proposed pipe network. Riprap will be provided at the
inlet to the basin from the proposed 12" RCP. Stormwater entering the basin will be deenergized
by the riprap as to reduce inflow velocities to the basin. Larger debris and pollutants will settle
on the riprap aprons as the stormwater enters the basin. The primary treatment of runoff will be
provided within the infiltration basin.
The infiltration basin bottom and side slopes will be grassed according to general seeding
specifications. The runoff will undergo filtration of fine particulates and pollutants by the
vegetation within the basin. The filtration by vegetation is considered the primary method of
treatment. A secondary method of treatment is also available when the stormwater runoff
infiltrates into the subsurface. The soil particles between the basin bottom and the season high
water table (SHWT) will offer additional filtration and/or absorption of particulates and pollutants
prior to reaching the water table.
Storage
For NC DEQ stormwater permitting requirements, the infiltration basin has been designed with
above grade storage in excess of the 1.5" rainfall event for the proposed development. The
infiltration basin temporary storage is`s¢ed to accommodate a storage volume in excess of the
volume of runoff produced by the 1.5 inch rainfall event over the drainage area for the proposed
Wendy's site (DA-F). Drainage areas are indicated on the proposed drainage area map
provided within Appendix A. The existing infiltration basin currently serves the ABC Store at
5440 North Croatan Highway (US 158) and is located on Shoreside Center property, owned by

Stormwater Management Plan Narrative
Wendy's — Kitty Hawk, NC
April 27, 2016
Peachtree Shoreside, LLC. The ABC store drainage areas are indicated on the provided
drainage area map as DA-A, DA-B, and DA-C. The storage volume allowed for the ABC Store
site at the time of design was a storage volume in excess of the volume of runoff produced by
the 1 inch rainfall event. The storage required to completely capture the first 1 inch from the
existing ABC store (DA-A, DA-B, and DA-C) and 1.5 inch of rainfall from the proposed Wendy's
(DA-F) is 4,499 cf. The existing infiltration basin has a temporary storage capacity of 5,330 cf.
Disposal
Disposal of runoff from the infiltration basin located in DA-C will occur via infiltration into the
subsurface. Based on the determined soil saturated hydraulic conductivity of 23.57, the basin is
calculated to draw down within .02 days.
Soils
The USDA NRCS Soil Survey lists the soil in the vicinity of the stormwater detention basin
primarily as Fripp fine sand. Quible and Associates conducted a soil boing test in the vicinity of
the wet detention basin. The soils observed were consistent with the NRCS soil description for
the Fripp soils. These soils have rapid permeability with infiltration rates typically 2.0 to 20.0
inches per hour. A copy of the soils report and memo regarding on -site soils analysis are
provided within Appendix D.
Calculations
A copy of the Drainage Calculations are provided in the Appendix B of this narrative
Summary and Conclusions
The proposed stormwater management plan for this site provides stormwater treatment in
excess of the required 1.5 inch rainfall event for all proposed impervious surfaces. The
proposed system will offer treatment for the required volume of run-off. This proposed design
will adequately serve the stormwater management requirements of the site.

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State Stormwater Management Systems
Permit No. SW7910903 MOD
Shoreside Center
Stormwater Permit No. SW7910903 Modification
Dare County
Designer's Certification
as a. duly* registered P-1141AW in the
State of North Carolina, having been authorized to observeo ce weekly/full
time) the construction of the project,
CC
(Project) 5 YlOY� S1IXu WoQ �i �aVJ
for c �iAl, o .� a� KHr1c,L�-G
YV�n_ .n �( i� 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 specs ications:
The checklist, of items on page 2 of this• form.is.included in the Certification.
Noted deviations from approved plans and specification:
\��tU1111N1///�
E88Rp��.y i
O.yi
m SEAL �,
631446
A :cN 1; 6- � SEAL '
Signature �i�RT �N£*.Gp`��
r
Registration Number ( 31 L�UO
Data
Page 7 of 8

State Stormwater Management Systems
. Permit No. SW7910903 MOD
Certification, Requirements:
1, The drainage area to the. system contains approximately the permitted
- - acreage.
✓ Z 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 gradedsuch that the
runoff drains to the system.
VI I w 4. All roof drains are located such that the runoff is directed into the system:
5.: ~` The outietlbypass structure elevations are per the approved plan.
✓ 6: The outlet structure is located per the approved plans:
Trash rack is. provided on the outlet/bypass 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 surface area and/or volume have been
provided.
correctly sized pet the approved plans.
�1 Z Required drawdown devices are
✓. 13.. All required.design depths. are provided. .
�14, . All required of the system are provided,
�15.. The required system dimensions are provided per'the approved plans.
cc: NCDENR DWQ Washington Regional Office
Town of Kitty. Hawk Planning /Building Inspections
Page 8 of 8

State Stormwater Management Systems
Permit No. SW7910903 Mod
Shoreside Center's
Stormwater Permit No. SW7910903 Modification
Dare County
FEB 2 3 2009
Designer's Certification ✓ +�
I, 441-P/J i7, C9GFEL , as a duly registered ;r--, 6: in the
State of North Carolina, having been authorized to observe (periodically/ .. ky� fuR
time) the construction of the project,
3702MW-,,Bfd-2 PERMIT W&, X6Pf) 1CdTid?%
(Project) k<�Z Pe;vsi7-?� P26V&RC7-;Id7PG7- car/x/T/
7Cl0iS Kr YY/CFzE'LE7, JELL
for -I -KKK- @ ,r/1.VC �4C (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 included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature CA Ro/ *,, ?
Registration Number /ZZBG
StnL ;
Date
12286 1
us
Page 6 of 7

r
,
T C.
r
f
•r

State Stormwater Management Systems
Permit No. SW7910903 Mod
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. The outlet/bypass structure elevations are per the approved plan.
✓ 6.
The outlet structure is located per the approved plans.
0-7.
Trash rack is provided on the outlet/bypass structure.
�1�7_MPfM '8.
All slopes are grassed with permanent vegetation.
✓9.
Vegetated slopes are no steeper than 3:1.
A/ 10.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
✓ 11.
The permitted amounts of surface area and/or volume have been
provided.
✓12.
Required drawdown devices are correctly sized per the approved plans.
13.
All required design depths are provided.
911Q 14.
All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
✓15.
The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Dare County Building Inspections
Pace 7 of 7

Mr. Samir Dumpor
NC DENR / DWQ
943 Washington Square Mall
Washington, NC 27889
3048 MARTIN'S POINT RD., KITTY HAWK, NO 27949-38l6
[phone] VOICE, 261-4025 FAX
[e-mail]

Permit No#
WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
Maintenance activities shall be performed as follows: SEP
9 200E
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occur within
2 to 5 days as designed. — - - — - — - -
_ .. ...
,.._.—._..._- -- -- -- —..
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
-- -cover to maintain a maximum height of siX inches, and remove trash a5 needed. - -
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced to
75% of the original design depth (see diagram below). Removed sediment shall be disposed of in an
appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
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.
-0.1•ow"t iau
When the permanent pool 4epekreads 0. (.Z3 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads X 14- feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
6611 in the blanks)
Permanent Pool Elevation ¢' ,
----------- Sediment Removal Elevation Z�J
Bottom Elevation
FOREBAY MAIN POND
A /14
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.

;'j
7. All components of the wet detention basin system shall be maintained in good working order.
8. Remove all trees and heavy woody vegetation from the basins and dike walls.
I acknowledge and agree by my signature below that I am responsible for the performance of the eight
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:
Print name:
Title:��aE7t
Address
Phone:
Signatu
Date:
- — I
W'"
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, a Notary Publi for the State of
County of % ado hereby certify that O
personally appeared before me this day of and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
My commission expires / "'5