SW8060606_HISTORICAL FILE_20180327

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW a9(a%&,ff0
DOC TYPE
❑CURRENT PERMIT
El -APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

pll'l
Energy, Min era I &
Land Resources
ENVIRONMENTAL OVALITY
March 27, 2018
D.L. Rogers Corp.
Attn: James J. Junkin, C.O.O.
1225 South Main Street, Suite 300
Grapevine, TX 76051
ROY COOPER
Governor
MICHAEL S. REGAN
Secrerae y
WILLIAM E. (TOBY) VINSON, JR.
fnferim Director
Subject: NOTICE OF INSPECTION / NOTICE OF PERMIT EXTENSION AND
REQUEST FOR DESIGNERS CERTIFICATION
State Stormwater Management Permit No. SW8 060606
Sonic Drive-in Jacksonville, NC
Onslow County
Dear Mr. Junkin:
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that this letter references DEMLR as the Division responsible for issuance of the
subject stormwater management permit.
PERMIT EXTENSION
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any development
approval issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General
Statutes, which was current and valid at any point between January 1, 2008, and December 31, 2010. The
law extended the effective period of any stormwater permit that was set to expire during this time frame
to three (3) years from its current expiration date. On August 2, 2010, the Governor signed Session Law
2010-177, which granted an extra year for a total of four (4) years extension. Accordingly, this permit
shall now be effective from the date of issuance until October 24, 2020. Please note that per NCAC
02H.1042(3) of the stormwater rules, you are required to submit a renewal application to the Division 180
days prior to the expiration date of the permit.
DESIGNERS CERTIFICATION
On October 24, 2006, the Division of Energy, Mineral and Land Resources issued a Stormwater
Management Permit to you for the subject project. Per Schedule of Compliance Condition 11.7 of the
permit, the designer for the type of system installed must certify that the system was inspected during
construction, was constructed in substantial conformity with plans and specifications approved by the
Division and complies with the permit requirements. As of this date, our records indicate the required
designer's certification has not been received. Please submit the required certification (blank copy
attached).
CHANGE OF MAILING ADDRESS
The Division notes that the corporate mailing address as was originally reported on the permit application,
has been changed. Please note that per General Condition 1II.9 of the permit, you are required to notify
the Division of any name, ownership or mailing address changes within 30 days. You may use the
"Permit Information Update" form available on our website at: I)ttps:Hdeq.nc.gov/about/divisions/energy
mineral-land-resources/ener -mineral-land-rules/stormwater-pro gram/post-con stru ction.
State of North Carolina I i_nvir onmental Quality I Energy, Ivllneral and Land Resourcos
Mrninaton ReGgonal Office 1 127 Cardinal Drive Extension I Wilminoton. NG 28405
cM0 796 7215

State Stormwater Permit No. SW8 060606
Page 2 of 2
LN'SI'ECTION BY CITY OJT JACKSONVILLE STORMWATER STAFF
On March 2, 2018, the City of Jacksonville notified you of the deficiencies with the permitted state
stormwater management system that were found as a result. of an inspection of the project by City staff.
The project is located at 261 Freedom Way, Jacksonville, NC 28544. Please be reminded that routine
operation and maintenance of the permitted wet detention pond stormwatcr system is required under
Schedule of Compliance Condition 11.3 of the permit. The specific Operation and Maintenance
procedures are listed in Section I II of the signed Wet Detention Basin Supplement form that was attached
to the Permit application. Please provide the necessary maintenance to restore the permitted stormwater
system to its design condition and provide the routine maintenance as specified in the O&M agreement.
Please either provide the requested information, or provide your response to this letter, by April 27, 2018.
Failure to provide a written response, failure to provide the Permit Information Update form, failure to
maintain the permitted project at design condition, and failure to submit the required certification, are
considered violations of the permit, and are subject to enforcement action as set forth in NCGS 143
Article 21. 1f you have any questions concerning this matter, please contact Linda Lewis at (910) 796-
7215, or via email at linda.iewis a,ncdenr.gov.
Sincerely,
Williarn E. ( Zoby) Vinson, Jr., RE—, CPI --'SC, CPM, Interim Director
Division of Energy, Mineral and Land Resources
GDS/arL GA\\StormwaterTernnits & Projects120061060606 I�D12018 03 req_cert 060606
Enclosure: Blank copy of the Designer Certification
cc: David K. Newsom, P.I., w/ene,
Pat Donovan -Brandenburg, Stormwater Administrator City of Jacksonville
Onslow County Building Inspections
Wilmington Regional Office Stormwater File
Slatc nrNortliCarolina I EnvironawmalQuality I Energy, Mineral and Land Resources
W11111ington Rrgionat Office ; 127 Cardinal Drive Lx1cnsion I Vtilmington, NC 25405
910 796 7215

At
Lewis,Linda
From: Pat Donovan-Brandenburg<pdonovan-brandenburg @jacksonviIle nc.gov>
Sent: Monday, March 26, 2018 1:06 PM
To: Lewis,Linda
Subject: �Externalj Here is a copy of the letter to sonic
n 1 xternal email Do not click 116ks or open attach' ents unless verified Send all.suspicious email as an attachment to
James Junkin March 2, 2018
1225 South Main Street, Suite 300
Grapevine, TX, 76051
LOCATION OF INSPECTION Sonic Drive -In
261 Freedom Way
Jacksonville, NC 28544
Dear Mr. Junkin,
The retention pond at Sonic Drive -In (261 Freedom Way) was granted a stormwater credit from the City of
Jacksonville's Department of Public Services on January 22, 2009. As stated in the City of Jacksonville, NC
Stormwater Utility Credit Policy, credits are given to customers who "undertake specific, approved actions
that reduce the demand for stormwater service on the public stormwater system, or provide an ongoing public
benefit related to stormwater management. A credit is an ongoing reduction in the fee."
We are writing to advise you that an inspection of your facility was made on February 26, 2018. According to
410 of the Ownership and Maintenance Requirements section of the Stormwater Utility Credit Policy, "The
stormwater detention/retention facilities must be operated and maintained in proper condition to control the
peak runoff rate as presented above, in accordance with the maintenance standards presented in this manual.
If the applicant does not operate and maintain the facility as required, the credit will be discontinued."
The following problems were found at your BMP and need to be fixed (see documentation on the following
pages).
List of problems or discrepancies:
1. The fence is badly damaged in one section and needs to be repaired.
2. The 3:1 slope ratio is not present in certain sections of the pond.
3. No wetland plants were observed on the vegetative shelf, though this cannot be confirmed until regrowth further into
spring.
4. There is a large tree in the middle of the pond that needs to be removed.
5. Trash and debris has accumulated throughout the pond.
6. The inlet structure appears to be partially filled in with sediment and vegetation.
7. The outlet structure appeared to be clogged and not draining.
8. The adjacent ditch is very clogged and should be cleared to facilitate proper flow of Stormwater.

Item 411 of the Ownership and Maintenance Requirements sections states: "In order for storm water retention
and detention facilities to operate as they were intended, maintenance must be routinely
performed. Improperly maintained stormwater facilities do not reduce stormwater impacts effectively and are
therefore ineligible for credit." The following minimum maintenance items are not being met at your
stormwater facility:
a. No woody vegetation shall be allowed to grow on the embankment without special design provisions.
b. Debris shall be removed from blocking inlet and outlet structures and from other areas of potential
clogging (i.e., weirs, pipes, grates, etc.). This is especially important after major storms. Extended
detention control devices should be checked often for debris accumulation and clogging.
c. The control structures shall remain unaltered and be kept structurally intact, free from erosion, and
functioning as originally designed.
Please let us know when these issues have been resolved so we can re -inspect. If these issues are not
resolved by April 2, 2019 we will no longer be able to issue you a monthly credit towards the stormwater fee.
If you have any questions or concerns, please do not hesitate to contact me at 910-938-6446.
Thank you.
Sincerely,
Pat Donovan -Brandenburg
Stormwater Manager
City of Jacksonville
Attachments
PAT DONOVAN-13RANDJ~.,l OURCt
STOF,mklWru IMANACtER
CITY O£. JACKSONViLLE
PO BOX 128
815 MFW 13WDQF ST
JACKSONMUE, X-C 28541
910-936-6446

�iJiAi�`53C%i0� Sheet Rete�34
Dater (o $ Time '.O o ��_ Inspection Team: Pelt, v
Address: ut— _ Narrative Description. S01'�rG
Is Pond in Puhi;c view?' `-Ye' No is Gate Locked? Yes
When was pond built (year)?
Site flans on site? Yes No
b'•Jatershed Land Uses: industrial Comr-, ercia11Residential Unknown Other.
Were photos ta',•(en? Yes f - No s ,
is this a diverse eccsystem? Yes No
li no, explain: _
Vegetation Conditions: Diverse Monoculture "Overgrown ffilv!ivelsl)"
Forebay Condition:
No Fore bay Good
Sediments
Meandering bottom
Eorebay depth:
sedirnent�
ba ed? Yes
No
Berm Condition:
Good
Too Low
Too High
=Ur:vegetated raili lg
More than
one Berm
lo'v out ir. 6ar (Swtxl f\)
Embankment Angle:
Good
Too High
Ernbukment Ccn,3Won:
rrnai
Erosion %
Ovei 'Late-
soot is
Overflow Area;
Sized according to plans
Yes No
Ahsent
d 4n+o
lnietCondition:
�!ormal Cracking
Erosion
Falling
,ergrp%v Can'tfirnd
0utfzll Condition: No mal Cracking Er0S1or, Fzihn� Overgrown Can't.i!nd
�j
Drawdown Ho12 or 0r Ii Unclogged Can't find Broken
"Aesthetics: Trash Debris Pests Mowed Spoils Other
Co
'Y�.

Page 2
is Pond Functioning as per design? Yes No
Ho,,v much impervious surface is pond servicing.
*Fence Cc-ididons: Good Failing Overvegitated Sinkholes
Shrubs cover 50% 2t Maturity Yes i;O�
Tree ever} 50' vAth 4-5 shrabs�between Yes rNC)
• - - .. 1N - __ .. i-yt.'J;. - .,Yif�'�- il�•:i Y_ � - _ ': h'r- • _ _ . - - .
Call ZoTln j 3ficer T Coll Code enforcement
Comments: weld i� CL, o L S►C�{:ill
l3ECQ�f37 Eit dc7 t10115
Pa:<_ed inspection Failed Inspection
Repairs Needed:

Lewis,Linda
From: Lewis,Linda
Sent: Thursday, March 01, 2018 11:24 AM
To: 'Pat Donovan -Brandenburg'
Cc: Scott, Georgette
Subject: RF: {External] FW: Sonic Pictures 4-6
Attachments: 2006 10 permit 060606.doc
Pat..
As a delegated stormwater program, you are able to notify the permit holder of any maintenance
issues that you happen to see even though the State issued the permit. I attach a copy of the current
permit for your information. Based on the latest NCSOS filings, it appears that the mailing address of
the corporate office has changed to 1225 South Main Street, Suite 300, Grapevine, TX 76051. Mr.
James Junkin is still the COO (chief operating officer).
If the permittee gives you any trouble, please let me know and I will follow up with them.
Thanks,
Linda
From: Pat Donovan-Brandenburg[maiIto: [e-mail]]
Sent: Thursday, March 01, 2018 8:47 AM
To: Lewis,Linda <[e-mail]>
Subject: [External] FW: Sonic Pictures 4-6
n External email Do: nat clUdih&s 6r openlattachinents'urilessverified`. Send aIIM6 'picious erttiail as an attachment toy -
ft
rR
- :. y, ..�.;;m*i � ;�?Zr ' �.v-rk"-:'�r _ �.:-rt am:. �:,Y «.s=6:. aw> x w
HI Linda,
Hope you are well,
We inspected a pond on the corner of Piney Green and Hwy 24 here in Jacksonville, it is a Sonic and the address is 261
freedom way, Jacksonville.
The outlet structure is clogged and the pond is therefore not draining.
The receiving ditch is not draining either and we are getting some flooding.
If an inspector is going to be in the Jacksonville area any time soon can you get them to look at it please?
Will send more pictures in another email.
Thanks
PAT DONOVAN-BRANDENURC
STORMWATCR MANAGER
CITV OR ,JACKSONVILLF:
PO BOX. 'I 28
815 NFW 13RIDG£ ST
,IA_CKSONVII.LR, NC 2854.1
910-938-644.6

From; Peter Rowe
Sent: Thursday, March 1, 2018 &08 AM
To: Pat Donovan-Brandenburg<[e-mail]>
Subject: Sonic Pictures 4-6
Peter Rowe
Water Quality Technician
Engineering Division
Public Services Department
City of Jacksonville, NC

(�5cac1� SOSI D: 1552197
Date Fiicd: 10127/2016 12:06:00 PNI
State of North Carolina If laine 14. itlarshall
Department of the Secretary of State ,North Carolina Secretary of State
C201.6 301 00032
APPLICATION FQR CERTIFICATE OF AUTHORITY
Pursuant 10 §55-15-03 of the General Statutes of North Carolina, the undersigned corporation hereby applies for a Certificate of
Authority to transact business in the State of North Carolina, and for that purpose submits the following:
t. The name of the corporation is D.L. Rogers Corp ;and if the corporate name is
unavailable for use in the State of North Carolina, the name the comoration wishes it) use
DL Rogers Corp or D L Rogers Corp Fictitious Non, Not Filed In This Office
2. The state or country under whose laws the corporation was organized is: Texas
3. The date of incorporation was 0112811976 ; its period of duration is: Perpetual
4. Principal office Information: (Select either a or h)
a. ❑X The corporation has a principal office.
The street address and count), of the principal office of the corporation is:
Number and Street 1225 South Niain Street, Suite 300
City, State, Zip Code Grapevine TX
76051
County Tarrant
The mailing address, if different from the street address, of the principal office of the corporation is:
b. ❑ `I'he corporation does not have a principal office.
5. The street address and county of the registered office in the State of North Carolina is:
Number and Street 160 Mine lake Ct,, Ste. 200
City, State, Zip Code Raleigh, North Carolina 27615-6417 County Wake
6. The mailing address, if differentfrom the street address, of the registered office in the State of North Carolina is:
7. The name of the registered agent in the State of North Carolina is: C T Corporation System
8. The names, titles, and usual business addresses of the current officers of the corporation are (attach if necessary):
Name Title Business Address
Darrell L, Rogers, Chairman, 1225 S. ,Main St., Ste 300 Grapevine, TX 76051
Shawn Rogers Cather, President, 1225 S. Main St., Ste 300 Grapevine, TX 76051
Christopher Rogers, Vice President, t225 S. Main St., Ste 300 Grapevine, TX 76051
James 1. Junkin, C.0.0., 1225 S. Main St., Ste 300 Grapevine, TX 76051
9. Attached is a Certificate of Existence (or document of similar import) duly authenticated by the Secretary of State or other
official having custody of corporate records in the state or country of incorporation. The Certykate of Exlstenee must be
an art final and less than six months old.
CORPORATIONS DIVISION
(Revised January, 2002)
i'. O. BOX 29622
RALEIGH, NC 27626-0622
(Form 13-09)

A PPLICA TWA' FOR CER TIFICA YE OF A UT HORI TY
Page
10. If the corporation is required to use a fictitious name in order to transact business in this State, a copy ohthe resolution of its
board of directors, certified by its secretary, adopting the fictitious name is attached.
11. This application will be effective upon filing, unless a delayed date and/or time is specified:
This is the 266 day of October 20 16
D.1.. Rogers Corp
Narne of Corporation
Signature
Darrell 1— Rogers, Chairman
TN'Pe or Print Name and Title
NOTES:
1. Filing fee is $250, This document must be Filed with the Secretary of State.
CORPOP-A'TIONS DIVISION P. 0. BOX 29622 RALELIG1.1, NC 27626-0622
(Revised January, 2002) (Form B-09)

ATTACHMENT
D.L Rogers Corn — Addltbnal Officer
Ronald C. Arrington, CFO, Treasurer, 1225 5, Main Street, Ste 300, Grapevine, TX 76051
1^9n1AII14k-n¢11 1'9n:411InInZO u,.,....4,CC

Corporations Section jE Ul\ Carlos H. Cascos
P,O.Box 13697 ��, >, Secretary of Statc
Austin, Texas 78711-3697
Office of the Secretary of State
Certificate of Fact
"The undersigned, as Secretary of State of Texas, does hereby certify that the document, Articles of
Incorporation for D. I ..ROGERS CORP. (file number 37421500), a Domestic For -Profit Corporation,
was filed in this office on January 28, 1976,
It is further certified that the entity status in Texas is in existence.
In testimony whereof, I have hereunto signed my name
officially and caused to be impressed hereon the Seal of
State at my office in Austin, "texas on October 26, 2016.
Carlos 14, Cascos
Secretary of State
Cone v!s!t us on the lnter; aet at hum•//r,rrw.sos.stale.tx.us/
Phone: [phone] Fax: [phone] Dial: 7-I-1 for Relay Services
Prepared by: SOS-1vFB TID. 10264 Documcnt: 696123890003

SOSI D: 0217391
Dale Filed: 3/7/2012 7:14:110 AIA
Elaine F.'NIarshall
North Carolina Secretary of State
C201200600598
State of North Carolina
Department of the Secretary of State
APPLICATION FOR CERTIFICATE OF WITHDRAWAL
Pursuant to §55-15-20 or §55A-15-20 of the General Statutes of North Carolina, the undersigned corporation hereby applies to the
Secretary of State for a Certificate of Withdrawal and for that purpose submits the following statement.
1. The name of the foreign corporation is: D.L. Rogers
2. The corporation is organized under the laws of: Texas
3. The corporation is nw transacting business or conducting affairs in the State of North Carolina and surrenders its authority I,)
transact business or conduct affairs in this State.
4. The corporation revokes the authority of iss registered agent to accept service of process and consents that service of process in
any action or proceeding based upon any cause of action arising in the State of North Carolina, or arising out of business
transacted or affairs conducted in North Carolina, during the time the corporation was authorized to transact business or conduct
affairs in Forth Carolina may hereafter be made on such corporation by service thereof on the Secretary of State.
5. The mailing address to which the Secretary of State may mail a copy of any process served on the Secretary of State pursuant to
the paragraph above is:
Up D.L. Rogers Corn.
Address 5013 Davis Boulevard
City, State, Zip Code North Richland Hills, TX 76180
6. The corporation hereby agrees to file a statement of any subsequent change in its mailing address with the Secretary of State.
7. This application will be effective upon fiEng, unless a date and/or time is specified:
This the 5
day of March
.2012
D.L. Rogers Corp.
Nlam Corporation
N �
ignatu
Shawn L. Rogers, Presic .t
Type or Print Name and Title
NOTES
I. Filing fee is 525. phis application must be filed with the Secretary of State.
CORPORATION'S DiVISION P. 0, BOX 29622 RALEIGH, NC 27626.0622
(RevisedOcrober, 2902) (Form f3C:-G3�
WA27-aa'19,2rnaCr Sr�mCwlM

NOTICE TO REGISTERED AGENT:
Under N.C-G.S. Section 55D-30(b), it is the duty of the registered agent to forward this certificate to the business entity at the last known
address.
CT Corporation System
D.L. Rogers Corp. (1412205)
160 Mine Lake Ct Ste 200
Raleigh, INC 27615
State of North Carolina
Department of the Secretary of State
CERJI-1CA'TE 017 REVOCATION
Or
C.Eal'.C1.1':fCA"i1 OT AUrI'1:1O:fZl:TY
1, Elaine F. Nlarshall, Secretary of State, as mandated by law, do hereby certify that the certificate of
authority of
D.L. Rogers Corp.
to transact business in the stale of\orth Carolina has been revoked pursuant to the procedures set
forth in N.C.G.S. Section 55-15-31 for failure to file an annual report effective as of the date set forth
hereunder.
This the 1(Ith day of October. 2016.
Elaine F. ivlarshall
Secretary of State
Document Id: C201628400440

State Stormwater Management Systems
Permit No. SW8 060606
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
James Junkin, President and D.L. Rogers Corp.
Sonic Drive In
261 Freedom Way, Jacksonville, NC 28544
Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 (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 October 24, 2016, 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 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 37,928 square feet of
impervious area.
3. 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.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 060606
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres: 1.06
0nsite , ft : 46,027
Offsite, ft2: 0
b.
Total Impervious Surfaces, ft2:
37,928
C.
Design Storm, inches:
1
d.
Pond Depth, feet:
4.5
e.
TSS removal efficiency:
90 %
f.
Permanent Pool Elevation, FMSL:
34.5
g.
Permanent Pool Surface Area, ft2:
3,064
h.
Permitted Storage Volume, ft3:
4,702
i.
Temporary Storage Elevation, FMSL:
35.41
j.
Controlling Orifice:
1" 0 pipe
k.
Permitted Forebay Volume, ft3:
1,036
I.
Fountain Maximum, hp.
118
M.
Receiving Stream/River Basin:
UT to Wallace Creek
n.
Stream Index Number:
19-20
o.
Classification of Water Body:
"SB:NSW"
II. SCHEDULE OF COMPLIANCE
1. 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.
2. , During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
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 re -vegetation 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.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 060606
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. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing; may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 118 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
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. 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.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to 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.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 060606
13. 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
1. 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.
5. 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.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
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.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the twenty-fourth day of October 2006.
NORTH _QAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan VV. KhmeK, N.t., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 060606
Sonic Drive In
Stormwater Permit No. SW8 060606
Onslow Count -
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 6of7

State Stormwater Management Systems
Permit No. SW8 060606
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 Regional Office
Onslow County Building Inspections
Page 7 of 7

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING -LAND PLANNING - MAPPING
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, NC 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
or
[e-mail]
TO Mary Jean Naugle
N.C. Department of Environment
127 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU
❑ DRAWINGS ❑ ATTACHED
❑ COPY OF LETTER ❑ PRINTS
❑ CHANGE ORDER
letter of transmittal
DATE JOB NO.
October 5,2006
A7rEN nON
Mary Jean Naugle
RE:
Sonic Drive -In
Project No. SW8 060606
UNDER SEPARATE COVER VIA
❑ PLANS ❑ SAMPLES
❑ SPECIFICATIONS
THE FOLLOWING ITEMS:
COPIES
DATE
NUMBER
DESCRIPTION
2
1
Copy of the recorded deed
1.
Co of your letter
1
Copy of recorded plan
1
','Drainage Area Map"
1
�
"�'JL�
I "k,
�r
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
© Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due
❑ Prints returned after loan to us
REMARKS Should you need any additional
information lease let us know.
SIGNED

NO.467-- R.1/3_.
�Eo �.E 106 1:4c3pM NCDENR WIRO
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael P.'Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date: � q z—I 14 LP - - - - N0. Mages: excluding cover) )
To: From: � t�
Cok V t Mk---\SQ-M L CO: NC DENR
FAX## 6 q �-26-aoe o FAQ#: 910-350-2004
RE '
127 Cardinal Drlve Esunsim V61minatan, N,C. 2840$.3843 TalepDona (910) 796-73t5 Fax (910) 354-Zfl04
An E001 Oppartuulty AMMative Actinn Employer

NO.487 P.2/8 ..
8�� : z8 . i?0��� 1 •.5a��
�CDENR WIRO
F
� r
September 26, 2006
Mr. James Junkin, president
5013 Davis Blvd.
North Richland Hills, TX 76180
Subject. Request for Additional Information
Stormwater Project No, SW8 060606
Sonic Drive in
On -slow County
Dear Mr. Junkin;
A4jrliaei F. jw;cy. Governor
Wflliam G. Rome Jr., Ser=ary
Nardi Carolina Department ofEnvironrlcnt and Natural Rosources
Alan W. ]Klimek, P,E. Director
Division of wntar Quality
R: 7-1, u'";I f-,;xY r1P,�
OCT 0 OOfi
BY:
The Wilmington Regional office received an application for modification to the Stormwater
Management Permit for Sonic Drive In on August 7, 2008, with drawings submitted on August 16, 2006.
A preliminary review of that information has determined that the application is not complete, The
following information is needed to continue the stormwater review,
v1 Delineate the drainage area to the pond on the plans sheet 2.
1.2. )Delineate all proposed stormwater piping on the plans with and In the legend. Street 2 of 7
reflects faint shading, but needs to a darkened and labeled.
04.)Provide
Label pond outlet structure on sheet 2.
a trash rack opening of 4" maximum on the weir riser trash rack. The detail on
sheet 7 reflects longer openings across the 30-inch diameter pipe. (i.e. 2 o.c.e.w)
6. Clarify if the pond is on property owned or in a designator easement, If an easement, then
delineate the oasement on fihe plans and submit a copy of the proposed easement for the
pond area, When available, submit recorded easement,
Please be advised that any soil excavated during demolition or construction that shows
evidence of petroleum or hazardous substance contamination, such as stained soil, odors or free
product, must be disposed of in accordance with requirements of the Oil Pollution and Hazardous
Substance Control Act of 1978, under NCGS 143-215, Title 15A NCAC 2L and 2T, for control of
sources of water pollution. The Wilmington Regional Office of DENR recommends prior to disturbing
sail that it be sampled for potential contamination of petroleum products and hazardous substances.
Contact Sam Watson or Debbie Mayo at this office for further information,
Please note that this request for additional information is In response to a preliminary review.
The requested information should be received in this Offirae prior to October 31, 2006, or the application
will be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
tf you need additional time to submit the information, please mail or fax your request for a time
extension to the division at the address and Nx number at the bottom of this letter to the attention of
Mr. Cameron Weaver. The request must indicate the date by which you expect to submit the required
information, The Division is allowed 90 days from the receipt of a completed application to issue the
permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control plan, is a violation of NCGS 143-215.1 and is subject to
enforcement action pursuant to NCGS 143-215,6A. r�° ca�o
urr S
North Carolina Division of Water Quality Pbrma (910) 796-72l5 Cuotomor Sorvica 1.977-613-6749
Wilrmngtnn Rogional efAce WitmingtM. NC 28405 Fax (910) 35ti2004 lntamet:
An Equal 0ppodun*Afflmtatftse Antoci Empiayer-10%p4ery00106A Post CaaeyrnerPaper

SP-P.29.2006 1:50PM NCDENR WIRO
NO.4e7 P.3/3__
Starmwater Project No,,SWB 060606
Page 2 of 2
Please reference the State assigned pralect number on all car
documents that need to be revised have been sent to the en
must be returned a new e revised
must be provided, seaneer correspondence. An original
Cop -
questions con p d CopieS are not acceptablel. Ifyou havinal e meats
ceming this matter please feel free to call me at (910) 788�7303.
any
Sincerely,
Mary Je N 9� =BY:
Express ermitting
ENB/mjn: S:1WQS1STORMWATERIADDINFOi2006106QB06.sep
CC' Crystal Coast Engineering, P.A., 8 0, p
John L. Pierce & Associates, 910. 46,9 oaf 06 �I" 0D60�
M.J. Narinla

(Page ) of 5) ,
0aa4os prC.n"
Fee Amt$18366!0 Page 2008 at 68afa542 A!'1
Exc3oe Tax: St,3So.
oa
onslow County.
,,,2714°PoS7p4t87 geed5
nip dmd paetrebted to
C rave
iltis instrwnent was prepared by Lanier & Fountain, a lieensed Recording Time, Book and Page
a Ngah Carulina Atturncy,
Delinquent taxes, if any, to be paid by the closing attorney to the
Onslow Cow %tyTax Collector upon disbursement ofclosing
proceed )Eixcisoafax .00
Parcel Identifier No, 1116C-25, 1116C-35-I
County on the _ day of , 2006.
Mail afte ardin to : D.I ko crs Carp., 5103 Davis Blvd North Richland, TX 76180
This instru ew wa&prepared.byLanie & Fountainlcsl, 114 Old Bridge Street, Jacksonville, NC 285401jlw
E3ricf Dacription\ttre'indc/ PiNLY GREEN ROAD
NOR't Il CAROLINA-S;ENERAL WARRANTY DEED
THIS DEED made this day f Aueust 2 /,'h • and \
GRANTOR- —/ f F---\ GRAtdTLL
BAILEY AND ASSOCIATES, INC., v np-RPCEP� COR1'.,
A NORTH CAROLINA CORPORATION 7 f ]iAS.C�RPORATI
PO Box 400 5l Xavas iilvd
Jacksonville, NC 28540 _34" Richland, TX 76180
in arnroprinte block for each party: name,
RECFT T:CD
OCT 0 8 2006
BY:
The designation Grantor and Grantee as used herein shall include said parties, thlrheirs,rwwhiiSy�<�hcreb%ya,&no
rs, anti assigns, and shall include
singular, plural, masculine, feminine or neuteras required by context.
W ITNESSE"L7 i, that the Grantor, fora valuable, consideration *d by the Grantee, the recciplodg h sand
by these presents does grant, bargain,sell and convey unto the Grantee in fee simple, all that certain 1 t or pof[ site tested in d
White Oak Township, Onslow County, North Carolina and more particularly descnhed as follows:
BEING ALL OF THOSF. TWO TRACTS OF LAND KNOWN AS TRACI' I AND TRLAkCT H AS SHOWN ON
"A", ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE- I
'I WETHER with and subject to the following covenants and restrictions which shall be appurtenant to and shall run with the property
herein conveyed forever:
1. The property shall not be used for a Ryan's Steakhouse or any other restaurant operated by Ryan's Steakhouses, Inc., Ryan's
Steakhouse East inc. orany oth er corporation or other entity owned or control led by Ryan's Steakhouse, Inc. with substantially
the same concept as a Ryan's Steakhouse (such as, but not limited to, a Fire Mountain restaurant).
2. The property shall not, without the prior written consent a f Grantor and Food Lion, Inc., their successors or assigns be used for
a supermarket, convenience store or 1) the sale ofpackaged or fresh seafood, rneat, or poultry for off premises consumption;
2) the sale of packaged or fresh produce or vegetables for off -premises consumption; 3) the sale of daiy products (excluding
cone ice cream) for off -premises consumpiion; 4) the sale of packaged or fresh bakery products for off premiscs consumption;
or 5) the sale of grocery items or any of them, except for the incidental sine or food and snack items.
3. Building shall be brick or stucco construction.
4. ]he property shall not without the prior written consent of Grantor, be occupied or used for a variety store, discount store,
variety discount store, dollar store or cluthing outlet store.

(Page 2 of 5)
p F- Nr
Exhibit "A" 00, 0 ZOOfi
Tract: I -�
SONIC DRIVE -I IBAILEY & ASSOCIATES INC. $}�:
SON(CDPJ7n-Z1Cr MLEY & ASSOCIATES INC.
' 1.06 ACRE TRACT
WHITE OAK TWP., ONSLOW COUNTY, NORTR CAROLINA
Commencing at an existing N.C.G.S. monument entitled "Swan" and leaving N.C. Grid
slues o£North 356,366.9937 axed Eastern values of 2,502,313.292; and canning thence
�Fom h,e said N.C.G.S. mo.nii.nient aiid runiiirig Sotttlt. 88 d�gxee� 23 tt�.inutAs 4$ sacortd�
East and lea ' g a grid distance of 1,821.17 feet to an existing iron stalie, said iron stake
beibc�-'UTE TRUE POINT OF BEGINNING: thence from the described
begirmifig7n-st.akc
`r�i ing South 80 degrees 18 minutes 27 seconds East 147.80 feet to an
ex stin 1)ca - along Westerni right of way of a 60 foot right of way
(commo.nlN as G � La e)r,,r.Nap $ook $Page 46 of the Onsiaw County
Registry; thence alorx the said � ht o ��a,, ouch 01 do,,ous 31 minutes 38 seconds
West 200.00 feet to an exlsttl3g imn�stak��;h �nStl�06 degrees 34 minutes 02
seconds West 96.65 feet to a mark in,'iE"ie concret6pc4'ed_along the Northcrn right of way
of the Westbound lands of N. C. Highway --(VD fo - i .right of moray); and running thence
along the said right of way North 78 degrees 19'rni . ttes 1 se on s Jcs 66.01 feet to
an existing iron stake; thence leaving the said right of . an rum ng, Nlorth 09 degrees
59 minutes 40 seconds East 90.83 fect to an existing iron stake the crt?fr 9 egrees
58 minutes 5 7 seconds East 1,22.13 feet to an existing iron stake; theft.;e North 1. F
degrees 13 minutes 29 seconds East 71.50 feet to the point and pla ;e of be

(Page 3 of S)
Containing 1.06 acres arW bring the property described in Deed Book 2205 Page 619 and
ri_.. a - _ _1_ Z 11 T._ - on, . V.T. _ -.. _. __ - . n . • . — . • . .
Deed Book 621. Page 893 oFthe Onsiow County Registry. The courses contained herein
are correct jq m guiar relaSonship and are referenced to N.C. Grid North N.AD 33.
JOHIY L`PIERCE, P.L.S.,
�CF rT7
i
i

(Page 4 of S)
RECFJA"'7D:
OCT 0 6 2006
BY:
Tract I1
Being all of Lot 2 as shown on survey plat entitled "EXEMPT SUBDIVISION PLAT LOT S,
PAUL L. WYN:�T PROPERTY BAILEY AND ASSOCIATES," dated May 17, 2006 prepared by
John L. Pierce & Associates, P.A., recorded in Map Book 51, Page 22, Slide L-1360, Onslow

(Page 5 of 5j
TO HAVE AND TO HOLD Vte aiofe;iald Ivt Qr pargel 4f I?nd and ali pnviieges and appurtenances thereto belonging to the
Grantee in fee simple.
And the Grantorcovenants with the Grantee, that Grantor is seized of the premises in fee simple, has the nghtto convey
the same to fee simple, that title is marketable and free and Gear of all encumbrances, and that Grantor will warrant and
And the G rantor covenants with the to rantee, that Grantor Is serteo oT the premises in fee SI mple, nas me ngnt to convey
the same to fee simple, that title is marketable and free and clear of all encumbrances, and Nat Grantorv6I warrant and
defend the fide against the lawful claims of all persons whomsoever except for he exceptions heretnafEer stated.
Title to the property heremabove descilbed is subject to the following exceptions:
The provision of all applicable zoning and land use regulations, easements, restrictions, If any, appearing of
record.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal. or If corporate, has caused .his instrument to be
si in its corporate name by its duly outhonzed officers and ifs seal to be hereunto affixed ray Buthority of its 8641rd of.
Directors, the day and year fmt above written.
A
}
Z
re N ) O
Y
� z
Yi President U
U
g
m
W
N
t. ho -1 rr or o� a µsty
AILEY, wbl+v by ma N,�w"o'�'_YI
Caratm&C&porahan, and tha •so'
x auttamytly"or"'Mthe pA f
said corpoWitnes//�//..rrvvMM� a
Jw My commmar \ rfaq�p'n�/ 0
F
The fuKoln0 CCrtIISCata(il) el
(SEAL)
(SEAL)
(SEAL)
(Si
Pubic of the Counly and State aforesaid. codify chat WARREN n.
" that he is Vita President of Baiey and Assoaaies, Inc., a North
was�lQnad and sealed by hm on bahetl of said Corporation by is
G. BAlt�acknoModged a said writing to be the ed and deed of
10s,pmp sear, the "— emyorAugust 2066
mrarecenanombetonact. rtusnstnnnantand thncanacateare duty regratmetletthe 0"
REGISTER OF
BY
Notary Public
76 iSin afrstpagehereof.
COUNTY
7rst of
O
JRF " T
4
OCT 0 6 2006

ot0� w A rERp�
>
Q `C
September 26, 2006
Mr, James Junkin, President
5013 Davis Blvd.
North Richland Hills, TX 76180
Subject: Request for Additional Information
Stormwater Project No. SW8 060606
Sonic Drive In
Onslow County
Dear Mr. Junkin;
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of'Environment and Natural Resources
Alan W. Klimek, P.F. Director
Division of Water Quality
The Wilmington Regional Office received an application for modification to the Stormwater
Management Permit for Sonic Drive In on August 7, 2006, with drawings submitted on August 15, 2006.
A preliminary review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
1. Delineate the drainage area to the pond on the plans sheet 2.
2. Delineate all proposed stormwa ter piping on the plans with and in the legend. Sheet 2 of 7
reflects faint shading, but needs to be darkened and labeled.
3. Label pond outlet structure on sheet 2.
4. Provide a trash rack opening of 4" maximum on the weir riser trash rack. The detail on
sheet 7 reflects longer openings across the 30-inch diameter pipe. (i.e. 2"o.c.e.w)
5. Clarify if the pond is on property owned or in a designated easement. If an easement, then
delineate the easement on the plans and submit a copy of the proposed easement for the
pond area. When available, submit recorded easement.
Please be advised that any soil excavated during demolition or construction that shows
evidence of petroleum or hazardous substance contamination, such as stained soil, odors or free
product, must be disposed of in accordance with requirements of the Oil Pollution and Hazardous
Substance Control Act of 1978, under NCGS 143-215, Title 15A NCAC 2L and 2T, for control of
sources of water pollution. The Wilmington Regional Office of DENR recommends prior to disturbing
soil that it be sampled for potential contamination of petroleum products and hazardous substances.
Contact Sam Watson or Debbie Mayo at this office for further information.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to October 31, 2006, or the application
will be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter to the attention of
Mr. Cameron Weaver. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed application to issue the
permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to
enforcement action pursuant to NCGS 143-215.6A. No`rthCarolina
,AIatumn!!If
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877.623-6748
Wilmington Regional Office Wilmington, NC 28405 Fax [phone] Internet: www.,....� ne�uali1 .ory
An Equal OpportunitylAffirmafive Action Employer — 50% Recycled110% Post Consumer Paper

4
Stormwater Project No. SW8 060606
Page 2 of 2
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original documents
must be returned or new originals must be provided. Copies are not acceptable. If you have any
questions concerning this matter please feel free to call me at [phone].
Sincerely,
Mary Je N gle
Express ermitting
ENB/mjn: S:1WQSlSTORMWATERIADDINFO120061060606.sep06
CC: Crystal Coast Engineering, P.A., 910-325-0006 [fax 0060]
John L. Pierce & Associates, 910-346-9800 [fax 1210]
M.J. Naugle

P. 1
OPTION
ILE MCIDE _ ____ ______ —
8
7_ MEMORYJ(K
r Onr4 HICATION RESULT REPORT ( SEP . 29 - EOOG
RESULT ------- PAGE_____
-_____---_____ ~OK~
Y REASON FOR ERR) ORHANG UP OR LINE FAIL
E-3) NO ANSWER
I
ADDRESS tGROUF)
9-19�.�346121��
1 50PM )
TTI NCDFP;p WIRO
E-2) BUSY
E_47 NO FACSIMILE- CONNECTIO
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
. ._. �_.._ •.: .'_.::�::y. u.. .....�� :"i"ems--.- z.... �._ ..._.. .:..."--__" ... .. _ ... +.. �.. - _ _ � � _. _._-.._ �.^-N':5.:- '� .."� - ..� _ 1_-�'_ _ _ � - --
Michael F, Fasleyb Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date: - _ -- _ _ _ No. Qf Pages: excluding cover)
To: J o&L-� -el f From: Le.
Ca' U V t Q gnn�geTZ L CO: NC DENR
FAX #� i�341��3' - _ CON% FAX#: [phone]
RENL
127 CaNinni drive Extension, Wilmintton, NBC. 28405-304S Tolephuno (914) 796-731S Fat [phone]
An aqua! OpportUrilty AMMnAtive Acton Vmployer

P. 1
x COMMUNICATION RESULT REPORT ( SEP. 2CS.206 1 f�1
48P} TTI NCDEFR WIRO
FILE. l,lObE OPTION
— ----------
456 MEMORY TX
----REASON FOR ERROR
F-3) NONG Up OR LINE FAIL
R
-------PAGE
ADDRESS (GROUP)----------w-----
--------- OK P. E-/-2
5-19103250060 ---
E—E) BUSY
E-4) NO FACSIMILE CONFECTION
State of North Carolina
Department of l nvironnent and Natural Resources
Wilmington Regional Office
Michael Fr Easley, Governor William G, Ross Jr., Secretary
FAX COVER SHEET
Date- _ q (-Z2 1 o ce No. Of Pages: excluding cover) .
T4: From:
C* Dom. v_1 o CO: NC DENR
FAX # ,. lb— ��od o 121f� FAX#: 010-350�2004
I-,— qua-
RJ 1111:
121 Cordinnl Drive Fxten9lon, Wilmington, N.C. 29405-3843 Telephone (Ole) 796-7215 Fu (9i4) 35a•Zbfl4
An Equd Oppertunitf AMmitive At;don Employer
le.� u®llnea[8 ao „..w._. .. _
reflects faint shading, but needs to be darkened ano wt:wry•
3, t.abet pond outlet structure on sheet 2.

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING -LAND PLANNING - MAPPING
P.O. Box 1685
409 Johnson Blvd,
Jacksonville, NC 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail],com
or
[e-mail]
TO MaKy Jean Naugle
N.C. Department of Environment
aLid Natural Resources
127 CArclinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU
❑ DRAWINGS ❑ ATTACHED
❑ COPY OF LETTER ❑ PRINTS
❑ CHANGE ORDER
RE(`FT�/T
A1�C} 1 5 'LDU6
BY:
letter of transmittal
DATE JOB No.
August 11, 2006
ATrUMON
Mary Jean Naugle
RE:
Sonic Drive -In
❑ UNDER SEPARATE COVER VIA
❑ PLANS ❑ SAMPLES
❑ SPECIFICATIONS
THE FOLLOWING ITEMS:
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of revised plans per "Fat "
8 7 06
i
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due
❑ Prints returned after loan to us
REMARKS
SIGNED

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING -LAND PLANNING - MAPPING
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, NC 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
or
[e-mail]
To Cameron Weaver
N.C. Department of Environment
and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405 .
WE ARE SENDING YOU
❑ DRAWINGS ❑ ATTACHED
❑ COPY OF LETTER ❑ PRINTS
❑ CHANGE ORDER
letter of transmittal
DATE JOB NO.
August 7, 2006
ArrE ON
Cameron Weaver
Sonic Drive -In - D.L. Rogers
❑ UNDER SEPARATE COVER VIA
❑ PLANS ❑ SAMPLES
❑ SPECIFICATIONS
THE FOLLOWING ITEMS:
COPIES
DACE
NUMBER
DESCRIPTION
2
1
PreviousLy suhmiLted request for " t�
application
1
Copy of "Express Permitting" request -
regular
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due
0 Prints returned after loan to us
REMARKS
SIGNED

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING • LAND PLANNING • MAPPING
OFFICE: 910-346-9800
FAX: [phone]
E-MAIL: [e-mail]
P.O. Box 1685 or [e-mail]
Jacksonville, NC 28541
DATE: U
FAX NO. [phone]
MIT
FROM:
NUMBER OF COPIES INCLUDING THIS PAGE
409 Johnson Blvd,
Jacksonville, NC 28540
- ✓tom IUA- ./,/,(C
LOTS, FARMLAND AND WOODLAND SURVEYING • SITE PLANNING • SUBDIVISION LAYOUT • LAND DEVELOPMENT PLANNING
CONSTRUCTION SURVEYING • TOPOGRAPHIC SURVEYING AND MAPPING
Phase I Environmental Audit / Risk Assessment

NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX or email to Cameron Weavercbrlcmail.net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name D.L:1.Rogers Corporation
Company
Address 141 Aleah Court -City/State Clayton Zip 27520 County Onslow
Phone [phone] Fax Email
PROJECT Name Sonic Drive -Ins
PROJECT SYSTEM(S) TRIBUTARY TO Mott Creek (STREAM NAME) White Oak RIVER BASIN
ENGINEER/CONSULTANT
Company John L. Pierce & Associates P.A.
Address P.O. Box 1685 -City/State Jacksonville Zip 28540 County Onslow
Phone [phone] Fax [phone] Email [e-mail]
State or !National Environmental Policy Act (SEPA, iNEPA) - EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name
[ASTORMWATER ❑ Low Density M High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with acres to be disturbed,
WETLANDS (401) Wetlands on Property ❑ Yes] No Isolated Wetlands on Property ❑ yes fM No
Check all that apply_ Wetlands Will Be Impacted ❑ Yes n No Wetland Impacts, Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted: Acre(s)
USA COE Approval of Delineation completed ❑ Yes ❑ No
404 Application in process w/USACOE ❑Yes [:]No I Permit received from USACE []Yes [:]No
401 Application required ❑Yes ❑ No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $ Total Fee Amount $

NARRATIVE
FOR
SONIC DRIVE-IN
HIGH -DENSITY -- (DETENTION POND)
RESTAURANT
WHITE OAK TWP., ONSLOW COUNTY, NC
JULY 2006
This site contains 1.18 acres and is located on NC HWY 24 at its intersection with Glade
Lane. The site is bound on all sides by -commercial property.
This is a high density project with one detention pond. No wetlands exist on site.
This project has been submitted to NCDENR Stormwater division for standard review;
however the owner now wishes to pursue the fast tract stormwater permit.

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i
1
1
1
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civic,
1
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JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING -LAND PLANNING - MAPPING
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, NC 28541
Office: [phone] Fax No.: [phone]
TO %. Linda Lewis
N.C. Department of Environment
and Natural Resoruces
Wilmington, NC 28405
WE ARE SENDING YOU
❑ DRAWINGS ❑ ATTACHED
❑ COPY OF LETTER ❑ PRINTS
❑ CHANGE ORDER
letter of transmittal.
DATE JOB NO.
ATIEkMON
Ms. Linda Lewis
RE:
Sonic Drive -In
❑ UNDER SEPARATE COVER VIA
❑ PLANS ❑ SAMPLES
El
THE FOLLOWING ITEMS:
SPECIi�gATIONS
COPIES
DATE
NUMBER
DESCRIPTION
Sets of DIans
2
applieatiens �.
2
2
Sets of calculations
1
Check in the
{
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due
❑ Prints returned after loan to us
0
REMARKS
SIGNED � )

910-346-1210 JaHM FIERCE SURVEYOR PA GE 02
- OFFICE USE ONLY
Date Received Fcc Paid errnrt Nurn er
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality!
STORNTWATER MANAGEMENT PERMIT APPLICATION FORM
77ejsfomj ma-v baphorncopiedfnr uv. os an original
1, GENFRA.L .INFORMATION
1. Applicants name (specify the nnne of the corporation, individual, e(c, who n';�'Ms the project):
D.L. Rogers Corp.
2. Print Uwn.er/Signing Official's -aarne and title (person legally responsible for .facility and compliance):
James Junkin, President
3. Mailing AddreSs far person listed in item 2 above;
5013 Davis Blvd. _
City, North Ricbl.and Hi.116 _ State_ 'IX zip;' 76180� -
Telephone Number: ( 817 428-tea 07i
4, Project Name (subdivision, faci ity, or establishment name -should he consistent with project name on plans,
specifications, letters, operation and n,aivenance agreements, etc.):
Sonic Drive Iu 1�'C1'CSoN k"
5. Location of PrQjecr (street address):
near intersection of Freedoms R':ry (NC 24) and Piney Green Road
City: Jacksonville County: Onslow
6. Directions to prglect (frortr noan•,st .major intersection):
From the intersection of NC 24 rind U5 17 in Jacksonville, east on NC 24 approximately 6.6 rnilcs to Piney Green
Shopping Centcr, site of left.
7. > .atitudc: 34 42' 59" Lonhtude: 77 19' 21" of project
S. Contact person who can answer questions about the project:
Name: David K. Newsom, PE Telephone Number: ( 910 ) 325-0006
Il, PERMIT INFORMATION:
1. Specify whetber project is (cltcel: one): X New Renewal Modification
Fonn 5WU•101 Version 199
Pagr I of 4

05/161200b 1 5- 06 910--345-1216
JOHN PIERCE SURVEYOR PA GE C13
2..if this application is being submitted tzs the result of a. renewal or modification to an existing permit, list the
existing permit number and its issue elate (ifknouni)
` 3. Specify the type of project (chock one):
___LLuw 17cnsii.v : X High Density Pedevelop _ Gcnerai Permit Other
4, Additional Project Reyuiremcias (check applicable blanks):
CAMA Major X Sedimentation /Erosion Control 404.401 Pc;mit _NPD.BS Stormwatcr
Information on required state permits can be obtained by contacting The Cu3tomer Service Ccnter at
1-87-623-6748.
IIL PROJECT INVORMATION
1. In the space provided below, c-ammarizc h.ow sto=wnter will be treated, Also attach a detailed narrative
(one to two page,,) describing; storntwater management for the project.
Stormwater will be collected and di, ierted to wet detention pond,
2. Stormwater ninoff from this pri�ject draitxs to the -� R N-er basin.
3. Total Projcct Arca: 1.06 _ acres 4. Proicct Built Clpoii Arca: 82. % %
5 Hon' many drainage areas does the project have? 1
6. Complete the following information for eaoh drainage area. If there are more than two drainage areas in the
projecr., attach an additional sheet with the information for each area provided in the same format as below.
n)3asin.IitifarimaEiort_'"
Drainage irca -
__:.. Draiiiag a "�tea:..
Receiving Stream Name
UT Wallace Creek
ReccMag Stream Class
Sf3;NSW
Drainage Area
46.027sf 1,06ac)
Existing impervious* Area
-0- _-•
--_...___.._..__.---.._ _._ . _... _�__ --.. _.._....
Proposed Impervious"Arca
37,928 sf
% Impervious* Arca (total)
92.4%
lrri �tv��tts 5iarFscc�,i�a
praina�e Area`L :-'--`. -
_ Draiir�eAi•rrii 2
On -site Buildings
2,300 sf
On -site Streets
0�
On -site Parking
2$,790 cf
On -site Sidewalks
5,038 sf
Otb.er on -site future reserve
I,900 sf
t)l IT
Total: 37,929 sf
Total:
Mwerviou.s area iv defined as the hunt. t+pnn area inchidingr, but noi limited to, huildin,t?s. rnads, parking areas,
sidexallrs..rtrav 1 Arca.:, ere.
Form SWU-tot Version 3.99 Page 2 of

`05I1E!2aD6 15:06 910-346-1210
}OHN PIERCE SURVEYOR PAGE 04
7. Now was the oft -site impervious area listed above derived?
IV. DEED RESTRICTIONS A VD PROTECTIVE COVENAI;TS
The following italicized deed ragvicti.ons and protective covenants are required to be recorded for all
subdivisions. outparcelc and futur, development print' to the Cale of any lot. if lot sizes vary, F7gnif rantly, a table
JiatiaU each lot number, size and t'ae al.l.owab.le built -upon area for each lot must be provided as an attachment.
7. The fnllowing covenants are intended to ensure ongoing contpliance x;ith state itormraler management permit number
as issurrd by the Division q Water Quality, These covenants may not be
changed or delered iYitkut the consent r�fthe State,
2. Ano more than , square faeu of aky lot shall be covered bvsmicrure-s or impervious nratenals.
Imperviouv n:aterials include asp) alr, gravel. conr:retG, brick. stona, slate orsimilar material 7nrf do nor include x-cod
decking or the waiersurface gfsu imming pools,
3. Swuler shall not be filled in, piped, ?r altered escepf eS necessaiy to provide. dt•ivewuy crossings,
4. ,built -upon area in excess of the perittitted amount regvire.s astute .rrormwatel' management permit modifwarion prior to
construction.
5. dll permitted runo f fr'nnt outparcel.; or future develollment shall be directed into the permitted sfornmater control
system. These ronttccfinns to the atorrnwatcr control system shall be performed in a manner that Maintains the integri!y
and performance of the>s-1,stem asl ennitied,
13y your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include aJJ the applicable itcni: mquired above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with Else land, that the rewired covenants cannot be changed or deletcd
without concurrence from the State. and that they will be recorded prior to the stile of abv lot,
V. SUPPLEM.ENT FORMS
The applicable state siornawate.t mailagement,permit supplement fomi(s) listed below must be atitbiiiittetl fol='eac}i
-spei ificc3 fnr
this prolcci. C:ont.ict. the Storzrtwater ;End General Permit, Unit at (419) 733-Sff$3 for the scants
and availability of these forms.
Form SWU-102
Wet Detention.E;asiu Supplemcnt
Forru SWU-103
Infiltration Basin Supplemcnt
.Form SWU-1 N
Low Density Su'oplement
Forth SWU-105
Curl) Outlet Sys:eni Supplemcnt
Form SWU-106
Cuff=Site System Supplement
Form SWU-107
Underground In-.1.1tration 'french Supplement
Form SWU-Ml
Ncuse River Basin Supplement
Form SWU-109
Itmovative Best Managcment Practice Supplettnent
Form SWU- t0 i `! ersion 3.99 page 3 of 4

05/16/2006 15:06 910-348-1210 JOHN PIERCE SURVEYOR PAGE 05
t-1. SUBMITTAL, REQUTREMENTS
0n1y complete application packages will he accepted and reviewed by the Division of Water Quality (AW(2),
.4, complete package includes all r,:f the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Plea.sc indicate that you have piovided the follo,6ing requircd information by initialing in the space provided
raext to each item.
-� initials
• Original and one copy of the Stormwrter Management Permit Application Forrtt D&II
One copy of the applicable S upplement Form(s) for each BMP % lG
- Permit application processing fee of $420 (payable to NCDFNR) 1
• Detailed narrative description of storrnwat.er trcauneut/managemenl.
• Two copies of plans and spec ifications, including:
- Developrocnt/Pr<�ject name
Engineer and firm
-Legend
• North arrow
. Scale
Revision number & dit.e
Mean high water line
- Dimensioned prr-perty/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features. collection systems, and slormwater control measures
Wetlands delinea,:ed, or a note on plans that none exist
- Existing drainage (including off -site), drainage rakctnents, pipe sizes, runoff calculations
Drainage areas delineated
- Vegetated buffers (where required)
VIT. AGENT AUTNORT'LATION
If you wish to designato authority to another individual or firm so that they may provide information on your
behalf, please complete thi section,
Designated agent (individual or firm): Crystal Coast Engineerirtg, PA
Mailing Address:3B1"r-3 FmcdomXVay
Cjtr:Hubert _ r .... 5tatc.NC...- .._..._...._.. 28539....._... :- ..-
Phone: [ 910 ) 325-0006 rnx: ( 910 ) 325.0060 ^�
VIR. APPLICANT'S CERTiFTCATION
1. (print ot, type name of person listed it Genera! Information. item 2) _.James Junkiri,- President
certify chat the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be convtract on Forman cc with the approved plans, that the required deed restrictions
and protective ert�tnts wi carded, and that the proposed project cotziplies with the requirements of 15A
NCAC 21-1.10
Signature r Date: I /la(�
Jam �,unkkn, President
Form SVI1-101 Version 3,99 Page 4 of 4

'05/1611"2006 15:06 910=346-1210 JQHN PIERCE SURVEYOR PAGE 66
Permit No.
(10 be pravidod by DWQ)
State of North. Carolina
Department of Environment and Natural Resources
Divisioln of Water Quality
STORNiVvATER MANAGEMENT PERMIT APPLICATION FO M
WET .DETENTION BASIN SUPPLEMENT
j,&y,form mar be photocopied for rose as an Original
Dih' Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for eacb basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: Sonic Dwive In
Contact Person: rlavidK.Newxom,MCrval. Coast E*nccriag,PA Phone Number. ( 910 ) 325-0006
For projects with multiple basins, slecify which basin this worksheet applies to:
p
eIeratiorls
Basin Bottom Elevation 30.r10 ft.
a �a Permanent. Pool Elevation '3 0 ft.
Temporary Pool Elevation 35-41 ft,
areas '
(floor of the ha,sinj
(elevation of the Orifice)
(elevation of the dischai'ge structure overflow)
[permanent Pool Surface Area 3,054 _ sq. ft. (water surface area at the orifice elevation)
Drainage Area 1.06 ac, (on -site and off -site drainage to the basin)
Impervious Ares 0.37 ac. (on -site and nffrsite drainage to the basin)
volrrrnes
Permanent .Pool Volume
'temporary Pool Volume
Forebay Volume
3i
01her paranicters
SAID.4 i
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
_4,702 cu. ft.
3.109 Cu, ft.
1,436 cu. ft,
L"aa {o
6.592
L00 in.
In iA,
9(1 %
(combined volume of main basin andforeboy)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down requiredi
(minimum 85% required)
Fonn SWU-102 Rev.199 Pxgc I of

05/16/2006 15:06 910-346-1210 JOHN PIERCE SURVEYOR PAGE 07
Footnotes: .
i When using the Divisimi SA,`DA oablcs, the correct SMDA ratio for permancnt pool sizing shoutd he computed haled upnr tic
actual inipervivas % and permanent po�%l dcpth, Linear interpolation sbouid be employed to dctcrmine the cornet value for non-
standard table entries.
2 In the 20 cnastat coumies. the requiremeZt for a vegetative filter may be waived if the wet detention b�wein is designed to provide
90% TSS removal, The NCDENR $Mr' manual provides design table% for both 85?-lo TSS removni and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The f.'ollowing checklist outlines di -sign requirements per the Stormwater Best Management. Practices Manual
(N.C. Department of Environment, Health and Natural ResDurces, February 1999) an.d Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached_ If the applicant has designated an agent in the Stori,-nwatcr Management hermit
Application Farm.. the agent may initial below. Ii a requirement has not been met, attach justification.
Applicants Initials
IC'%_ _ a. The permanent pool depth is between 3 and 6 feet (.required minimum of 3 feet).
_r-� v Al b. The foreba.y volume is approximately equal to 20% of the basin volumc.
c. The temporary cool controls runoff from the design storm event.
,'L/ d. The temporary pool draws down in 2 to 5 days. .
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
% t&/ f. The basin length to width ratio is greater than 3:1.
�✓ g. The basin side , lopes above the permanent pooi are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 nr less (show detail).
i. Vegetative cosier above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
1�1Z k, A recorded drai_�abe easement is providcd_fnr.egch_.basin, incl.uding access to ncarest.right-..
..........._ ,. __._._. of --way.
L If the basin is +a..cd for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A chanism i,, specified which will drain the basi.a for maintenance or an emergency.
III. NVET .DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is de:'ined as the wet detention basin, pretreatment 'including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does Foesnot incorporate a vegetated filter at the outlet.
This system (check one) 0 does loes not incorporate pretreatment other than a forebay.
Form SWLJ•lrJ2 Rev 3.99 Page 2 of 4

'05/16/2005 15:06 910-346-1210 JOHN PIERCE SURVEYOR PAGE Oa
Maintenance activities shall be perf)rmed as follows:
i. After every significant runoff producing rainfall event and at least monthly:
a, Inspect the wet detention ba,�in system for sediment accumulation; erosion, trash accumulation,
vegetated cover, and general t:ondition.
b. Check and clear the orifice oi' any obstructions such that drawdown of the temporary pool occurs 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 maximurn height of six inches, and reninve trash as needed.
3. Inspect and repair the collection system (i.c. 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 (ix.
stockpiling near a wet detention basin or stream, etc.).
The measuti.ng device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3.37 feet in the train pond, the sediment shall be removed.
When the permanent pool depth reacts 2.62 feet in the ferebay. the sediment shall be removed.
BASIN DIAGRAM
(Jill in the blwrk: )
_... -_.-....._.Permanun.tPool r]ovation 34.50-.....
5ediircnt Removni EI, 31.88 75%
--- Sediment Removal Elevation 31.13 75%
Bottom rlcvaiion 31.00 25°!4
Bottom Elevation 30-00
FOREHAY MAIN POND
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 basila must be drained for an emergency or to perform maintenance, the flushing of sediment tbrough
the emergency drain shall be minimized to the maximum extent practical,
Form 5 WU-102 Rev 3.99 Pogo 3 (if I

not:bf'2eab l�): Ub 'b10—J4b-121b JUHN PIER ;E SURVEYUR HAUL Oy
i. All components of the wet detection basin system sball be maintained in good working, order.
I acknowledge and agree by my signature below that I am responsible :for the performance of the seven
maintenance procedures listed abovf. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: James Junkin
Title: President
Address:5Q1 mrth'Ri r-Wqn(j W 11-, 7v 76180 — — -
Phon
Signi
Date:
Note: The legally reglonsiblc party should not be a homeowners lsasociatian unless more than 509'a of the; lotq have becii sold and a
rc,;idcnt of the subdivision h,,v hccn named the presidcnt,
1, e i � ��� _ , a Noiary Public for the State of
County of "-) o n , do hereby certify that --
personally appeared before me this ��" day of , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my Band and official seal,
p— SHAREEWIWAMS
gj * " MY COMMISSION EXPIRES
F7 "s� -n: 1rtn�— R ornn
i
SEAL
My commission expirea- I— � D!0
Form ,SWI7-102 Rev 3,94 Pagc 4 of

Design Calculations
Stormwater Treatment Facilities
for
Sonic Drive -In
located in
Onslow County
1. PROJECT DESCRIPTION
The Project consists of a proposed Sonic Drive-in on a 1.06 acre tract and associated sitework.
2. COMPUTE POND AREA REQUIRED
a. Compute Percent Impervious:
Impervious Areas:
On -Site Buildings
On -Site Streets
On -Site Parking
On -Site Sidewalks
Other on -site
Off -site
Sub -Total
FUTURE
FUTURE(reserved)
Total
Total Area Drainage to Pond:
Percent Impervious =
b. Compute Pond Surface Area
q vq,
Existing
Proposed
Total
2,300 SF
0 SF
Y
28,790 SF-
Lo
5,038 SF
0
.0.2
".,
0
............
0
36J8
36,128 'SF
0
�OF
0
37,928
37,928 SF. —
46,027 SF
0.824 or 82.4
%
Using Surface Area to Drainage Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming `..",foot Pond depth:
K0
SA/DA % (interpolated)
Therefore:
Surface Area = SA/DA x Drainage Area
3,034 SF
say SF

c. Compute Minimum Pond Dimensions
Assume rectangular shape with 3:1 Length (L) to Width (W) Ratio:
Length = 95.87 feet
Width = 31.96 feet
Site conditions, however, dictate irregular shaped pond:
Hydr. Length= feet
so, Hydr. Width 32.0 feet (avg)
Actual LIW = 3.0 (irregular shape)
3. DETERMINE VOLUME TO BE CONTROLLED FROM 1" STORM
Using Schuler "Simple Method":
Rv = 0.05 + 0.009(l) where I = percent impervious
Rv = 0.792 in/in
Control Volume = Design Rainfall x Rv x Drainage Area
Control Volume = 3,036 CF say CF
4. DETERMINE REQUIRED STORAGE DEPTH
Assume: 3:1 side slopes
solving for depth (d) by trial & error:
d = 0.91
5. DETERMINE ORIFICE SIZE
Control Volume must be drawn down over a 2 day - 5 day period.
Using orifice equation, solve for Diameter (D) that results in 3-1/2 day period:
D = (Q / 0.026 (h)")-'
Where. Q = (Control Volume / 3.5 days x 86,400 sec/day)
0.010 CfS
h= d / 2
0.46
Solving for D:

D = 0.76 Use <...UM " pipe
Actual Drawdown with actual drawdown pipe diameter (using orifice equation):
Q= 0.018 cfs
Draw Down Period = 2.05 days OK, < 5.0
6. SELECT OUTLET STRUCTURE DIAMETER
Size outlet structure such that depth of Q I D flow <1.0 feet:
Using Rational Formula (Q=CIA) where:
Cimper
Cpery
Ccum
110 = '<D.in/hr
Q 10 = 5.50 cfs
Assuming 112 circumference is used as weir and using
Francis Formula (Q=3.33LH''5) to solve for L such that H = 1.0:
L = 1.65 Feet
Min 24 inch diameter outlet structure
Use 30 inch diameter outlet structure
7. DETERMINE Q10 STAGE
Q 10 = 5.50 cfs
Using Francis Formula (Q=3.33LH''5) solve for H:
H10 = 0.56 feet
8. DETERMINE Q100 STAGE (ELEV. OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where:
Ccum = 0.69
I100 = >; inlhr
A — 1.06 ac
Q100 = 6.24
Using Francis Formula (0=3.331-1-11'5) solve for H:
H100 = 0.61 feet

9. DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV.)
Assume primary spillway blocked (i.e., emergency spillway to accommodate Q100)
Emergency spillway shall be a broad crested earthern weir designed to pass 100 year storm.
Using broad crested weir equation H = (QICw x L)2/3
where: Q = Q100 6.24 cfs
Cw = 3.0
Length = t`f#€ feet
H = 0.22 feet
10. FOREBAY SIZING
Compute Actual Pond Volumes (using average end method):
Avg
Incr.
Incr.
Cum.
Main Bay Volume:
Elev io rea S
Area S
t T
Vol CF
VolCF
Pond Bottom
Bottom Veg Shelf:6?X
352
2.83
995
995
Normal Pond
.345t]:> 2:526
1,600
1.67
2,671
3,666
Main Bay Volume =
Forebay-VoLume
Pond Bottom
Normal Pond
Forebay Volume =
Total Pond Volume =
Forebay Volume equates to
JeMp, Storage Volume,
Normal Pond
Temp, Pond Level
Temp. Pool Volume =
10 Yr Storage Volume
Temp Pond Level
Temp. Pond Level
3,666 CIF
evatio Arga F Area (SF D th F Vol-(CE V C
34.50 €`; >'€'1„56 296 3.50 1,036 1,036
1,036 CF
Elevation Arpa SArea S Depth (FT) Vol CF Vo CF
35.41 3,769
3,998 0.56 2,245 2,245

Temp. Pool Volume =
1-OD-Yr 51oraavVo u
Temp Pond Level
Temp. Pond Level
Temp. Pool Volume =
11. SUMMARY
Pond Elevations:
Top Berm (minimum)
100-Yr. Flood
10-Yr. Flood
1-inch Storage
2,245 CF
Elevation e S Aroma (S _{ET Vol Vol(CF)
35.41 3,769
.......,.28'' 4,018 0.61 2,453 2,453
2,453 CF
H= 0.22
H100 = 0.61
H10 = 0.56
storage depth = 0.91
Permanent Pool
pond depth = 4.5
Pony! Bottom
12. WET DETENTION BASIN SUPPLEMENT
Basin Bottom Elevation
30.00
Perm. Pool Elevation
34.50
Temp. Pool Elevation
35.41
Perm Pool Surface Area
3,064 SF
Drainage Area
1.06 AC
Impervious Area
0.87 AC
Perm. Pool Volume
4,702 CF
Temp Pool Volume
3,109 CF
Forebay Volume
1,036 CF
SAIDA
6.5923
Diameter of Orifice
1.00
Design Rainfall
V
Design TSS Removal
90%
E
Relative
8ctual
6,24
36.24
6.02
36.02 (emerg. weir elev)
5.97
35.97
5.41
35.41 (primary weir elev)
4.50
34.50 (invert out elev)

Stormwater Treatment &
Erosion Control Narrative
Sonic Drive In
D.L. Rogers Corp. proposes to construct a restaurant facility on a 1.06 acre lot located near the intersection of
NC 24 and Piney Green Road in Jacksonville, Onslow County. The site is currently vacant, however,
previously accommodated a car repair shop which has recently been removed.
The project site is tributary to an UT of Wallace Creek (SB;NSW) in the White Oak Basin. The proposed
development activities are high density (percent impervious > 25 %); therefore, stormwater treatment facilities
are required. The attached Stormwater Plan includes a 3,064 sf wet detention basin located at the eastern
side of the site (across Glade Lane).
The proposed pond is sized for-90% TSS removal. The pond does corporate pretreatment, other than
the forebay. The pond doesnot include a vegetated filter at the outiet
All stormwater emanating from new impervious surfaces that is generated on -site shall be collected and
directed to the wet pond.
The treatment system will require periodic maintenance, Maintenance frequency shall be dictated by pond
depths. Pond depths shall be checked bytithe­ owner on a quarterly basis. When measured depths are less
than that specified on the application, the pond shall be manually dewatered (pump) and accumulated
sediment removed and properly disposed of.
Site topography is gently sloping (0 - 5%) with the lowest elevations towards the northerly boundary of the
tract. Significant fill materials will be required to raise site to required grade.
The entire area designated within "Clearing Limits" will be disturbed during initial construction, and will include
grading for parking, swales and storm drainage.
During construction, all runoff will be diverted by a series of temporary diversion ditches and/or storm drain
pipes to the Treatment Pond. The treatment pond is of adequate size and volume to contain sediment from
the entire disturbed area during construction. The pond will be dewatered and accumulated sediment
removed when the site is adequately stabilized.

i.
JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING -LAND PLANNING - MAPPING
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, NC 28541
Office: [phone] Fax No.: [phone]
N6W�
h 5.5 Ili
W i V v
TO Ms. Linda Lewis
N.C. Department of Environment
and Naturat s
Wilmington, NC 28405
WE ARE SENDING YOU
❑ DRAWINGS ❑ ATTACHED
❑ COPY OF LETTER ❑ PRINTS
❑ CHANGE ORDER
JUN v I
BY:,g0�a(.0
DATFi JOB NO.
�5 �a10
ATTENTION
Ms. Linda Lewis
RE.:
Sonic Drive -In
❑ UNDER SEPARATE COVER VIA
THE FOLLOWING ITEMS.
❑ PLANS ❑ SAMPLES SPECIFfIgATIONS
COPIES
DATE
NUMBER
DESCRIPTION
Sets of plans
2
appliGations
2
2
Sets of calculations
I
Check in th
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due
❑ Prints returned after loan to us
❑
REMARKS
SIGNED
FAA-

Project No. SW$ 4 60- war
Project Name:
O G�
� r
County:
o �
Dear
The Wilmington Regional Office of the Division of Water Quality received
your stormwater application and $420.00 fee on
Your project will be reviewed within 75 days of receipt, and you will be
noted if additional information is needed. Please be advised that the
construction of built upon area may not commence until the stormwater
permit is issued.
If you have any questions, please contact any member of the stormwater
review staff in the Wilmington Regional Office at [phone].
Date Sent:, LY-!Patricia Collins

Page 1 of 1
North Carolina
Elaine F. Marshall D EPARTM ENT OF THE
Secretary . SECRETARY of STATE
Corporations
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PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 9/28/2006
Click here to:
View Document Filings 1
Print apre-populated Annual Report Form I Annual Report Count I Fil
an Annual Report I
Corporation Names
Name Name Type
NC D. L. Rogers Corp. f Legal
Business Corporation Information
SOSI D:
0217391
Status:
Current -Active
Date Formed:
10/29/1987
Citizenship:
Foreign
State of Inc.:
TX
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address
Stock
Corporation Service Company
327 Hillsborough Street
Raleigh NC 27603
327 Hillsborough Street
Raleigh NC 27603
5013 Davis Boulevard -
North Richland Hills TX 76180
No Address
Class Shares No Par Value Par Value
COMMON 30000 1
For questions or comments about the North Carolina Secretary of States web site, please send e-mail to Webmaster.
http://"w+,w.secretary.state.nc.us/corporations/Corp.aspx?PitemId=4885560 9/28/2006

CD-479 (42) Business Corporation
"s a 65 North Carolina Annual Report
This port may filed online at the Secretary of State website: www.sosne.com
Name of Bus. Corporation: D . L . ROGERS CORP.
Fiscal Year Ending: 12 31 05 State of lncorporation: TX
ti month I Oay I Year Privacy Redaction `fr"
' Secretary of State ID Number: 0217391 Federal Employer'ID Number:
Nature oi Business: RESTAURANT RENTAL
Registered Agent: CT CORPORATION
Registered Office Mailing Address: 225 H ILLSBOROUGH STREET
City: RALEIGH
Registered Office Street Address: 225 HILLSBOROUGH STREET
City: RALEIGH
Signature of New Registered Agent:
(Signature constitutes consent to the appointment)
Principal Office Telephone Number: 817 -- 4 2 8— 2 0 7 7
Principal Office Mailing Address: 501.3 DAVIS BOULEVARD
city: NORTH RICHLAND HILLS
Principal Office Street Address: 5013 DAVIS BOULEVARD
City NORTH RICHLAND HILLS
State: NC z : 27603--0578
State: NC - zip: 27603-0578
State: TX ' zip: 76160
State: TX zip: 76180
Name, i me, ana business Aaaress oT YnnCipal Utticers:
Name: DARRELL L. ROGERS Title: TREASURER
Address: 5013 DAVIS BOULEVARD
City: NORTH RICHLAND• HILLS State: TX zip: 76180
Name: JAMES JUNKIN .
Address: 2521 SLATON
t City: GRAND PRAIRIE State: TX
Name:
Address:
City: State:
Certification of annual report (Must be completed by all Business Corporations).
Signature (Fo ust be signed by an officer of corporation)
--
Type or Print Name
Title: 'P•RESIDENT t
zip: 75052
Title:
Zip:
Date
rifle

to 08/21/2006 06:25 910-346-1210 JOHN PIERCE SURVEYOR
s ,
JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING - LAND PLANNING - MAPPING
;.� OFFICE: 910-346-9800
FAX: [phone]
E-MAIL: [e-mail]
P.O. Box 1685 or [e-mail]
Jacksonville, NC 28541
/ 1
DATE:
FAX NO. [phone]
TO:
FROM:
NUMBER OF COPIES INCLUDING THIS PAGE
L
REMARKS:
PAGE 01
409 Johnson Blvd.
Jacksonville, NC 28540
LO i S, FARMLAND AND WOODLAND &URVE�ING - SITE E PLANNING • SUBDIVISION LAYOUT - LAND DEVELOPMENT PLANNING
CONSTRUC-ION SURVEYING - TCPOGRAPHIC SURVEYING AND MAPPING
Phase I Environmental Audit 1 Rlsk Assessment

08/21/2006 06:25 910-346-1210 JOHN PIERCE SURVEYOR PAGE 02
Aug. 18. 2006 2: 24PM No. 1170 P. 2
(Pago 1 of 3)
r
OZO
P<j
This instnuvwnt W a- pnvamd by L+mfa do Fvt ttun.
4 )here cd North Cx%Ana A.ttomey.
Aallrtyuertt nrety if errs, to be paid br the cl n0jg Attarttey to the
Orelow County Tow Collector upoe d4burm nanr of cloefrtg
prMAd to
111111111I®N1r1111
SacIDt t1ol4714400D3 Type: CAP
Rroord.d: 06/!2/2ee6 at 12.33-3a Pr
Fee AM: M. P.D. 7 of 3
ii`t�imT: 5Wz ��vage i oT a
tsxeiae Tax: 072-oD
On lair Cou�xy, He
ML�Qred r atlsas ReQlatrrr of Deeds
�2673 Pa365-367
/Iali,afb¢r rto: Index[ Description: = -2 RT SU P-1yIS=
RL&T LOT S. PAUL L wYNN PRQPER
FRANK . R A O]t,NEY
925 Gum .. S - e 1 l5 Tax Stamps $I2-00
Jacksonville, 854 Tax Pamel # PART QF- l 116C 35.
This instrurn= by: ~ File 0_R3442Z_
FRANK W. ER T'T�Y
O C CLOSING UNDEXTAKMI
NORTH CAROLINA
ONSLOW COUNTY
IV%
THIS DEED, made this ± day of TUNE, 006, and HF8540,
FARMS, LLC, hereinafter
called Orantors, and BALLET' AND ASS IN ., hnrfier called Grantee, whose
pernsanent mailing w1dress is. O BOX 400 IA ON
The designation Gracltor aad Grantee as used hcrein shall i' successors,
and assigns, and shall includo singular, plural, masculine, nm n as iretibycontext
WrrNESSETH, that the Chart*.or, for a valuable consideration pai t receipt of
which is hereby acknowledged, bas and by these presents does grant. b Sol d
the Grantee in foe simple, all of that certain lot or parcel ofland situated in 1�0 o ip,
ONS LOW County, North Calnelitja and more particularly described as follows.
Bcing all ofLot 2 as shown can surveyplat entitled "EXEMPT SUBDIVISION T
LOT S, PAUL L. W nW FROPERTYBA3I.EY AND ASSOCIATES," dated
17, 2006 prepared by Tahn L. Pierce & Associates, P.A. recorded in Map Book
S 1 , Page --21 Onslaw County Ro&try.
ERWIN, SIMPSON & STROUD Attaraers, PZ,R.,C. - Telephttnc: (910) 455-1 Soy
82S Gust Sraach Road, Suite 115. Inrlmonvillt, NC 28540

0B/21/2006 06:25 910-346-1210 ,30E-1N PIERCE SURVEYOR PAGE 03
Aug, 19. 2006 2:24PM No. 1170 P. 3
(Pogo 2 or 3)
Together with a non-excluaive aceesa, drainage and utility easement over, across and upon the 5'
Tcik-e for witfl a non-exclusive access; drainage and utility easement over, across and upon the 5'
D&.UE area shown on said recorded plat_
This drainage and Utility easemem ai'lall be appuftembrlt and shah with Lot 2 being convcyad to the
grantee by this instrument.
TC vE AND TO HOLD the afbmsaid lot or parcel of land and all privileges and appurtenances
th eta longing to the Gramme in fee simple.
Ancl a Gr covenants t�rith the Grantee, that Grantor is seized of the said premises in fee
s' le, has a ri t to convey the same in foe simple, that title is marketable and free and clear of
all �ncunes, and that Grantor will waxraat and defend the title against the lawful claims of al l
erso w n except I'or the cxoagtiflrts hereinafter stated.
Title to ere ablve described is subject to the following exceptiorm
Restrictive an teeth Tamp recorded in BooX 2275, Page 713 and additignal covenants of
record, if any.
WITNESS WHERE mitre
company, gern=ai partn=W--P,-Stet
ordinarycoume of business, by th+
act of such entity.
en r (whetherperson, corporation, limited liability
r es entity) has sighed this inwrument in the
o i duly authorized represetrt84ive(s), as the
H &ili )+ P�YI naNorth Carolina Limited
Liab
BY:
ERWIN, Srr4MO 1 & STROUD Attorneys, r-U.L.C_ - Tolepbooe: (910) 45S-1s40
$25 Ov m Branch Road, Suite 1 ] S, Sacksonvillc, NC 29540
2

08/21/2006 06:25 910-346-1210 JOHN PIERCE SURVEYOR PAGE 04
Aug. 18. 2006 2:24PM ND. 1170 P. 4
! onslow County
Omlow County
North Carolina
I certify that the following pcmon(s) personally appeared before mz tiva day, each acknowledging
to me that he or she voluntarily signed the foregoing document, for the purpose stated there n and in
the capacity indicated: ROY REATH, Manager.
or + d nam e)
(Official 0
My oommi35ftm i cam.
R:rDEX.T>StiwDSTAND.FRM{oI is
RXMN1PIHALLEY A-T 1W ASSOC1A ri
R14422
Notary Pub lio
_z
Vol
wD
4rn�'t.._ ........r'� •
'17�
ERWTN, SLMPSON & STROUD Attorneys, P.LJUC- - Tdephoue: (910) 455-18
825 (=k Smuch ftad, S+ase 115. 7azWmnvitte, KC 29S411
3