SW8181118_HISTORICAL FILE_20190104

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWAt% I 111
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD �

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOBY) VINSON, JR.
Interim Director
January 4, 2019
NORTH CAROLINA
Environmental Quality
G&H Hauling, LLC, Owner of the Coastal Express Car Wash portion
Attn: Phillip 1). Gause; Mernber Manager
4623 Maple Hill Road
Shallotte. \C 28470
Cook Out — Kings Mountain, Inc., Purchaser for the Cook Out portion
Attn: John Armfield, Vice President
15 Laura Lane, Suite 300
Thomasville. NC,27360
Milliken and Lennon, Inc., Current Property Owner for the Cook Out portion
Attn: Alvin E. Milliken, Vice President
14 Stone Chimney Road
Supply, N�C 28462
Subject: State Stormwater Permit No. SWS 181118
Coastal Express Car Wash and Cook Out
High Density 11'roject.
Brunswick County
Dear Mr. Gause, Mr, Armfield, and Mr. Milliken:
The Wilmington Regional Office received a complete State Stormwater Management Permit Application
for the subject project on January 4, 2018. Staff review of the plans and specifications has determined
that the project, as proposed, complies with the Stormwater Regulations set forth in Title 15A NCAC
2I-I.1000 amended on January 1, 2017 (2017 Rules). We are hereby forwarding Permit No. SW8 181 118
dated January 4, 2019, for the construction of the stormwater control measures (SCMs) and built -upon
areas ($UA) associated with the subject project.
This pen -nit shall be effective from the date of issuance until January 4, 2027 and shall be subject to the
conditions and limitations as specified therein and does not supersede any other agency permit that may
be required. The designated permit holders, G&H Hauling, LLC and Cook Out — Kings Mountain, Inc.
("Purchaser") shall be responsible for meeting the conditions and limitations specified therein. As
required for compliance, a copy of the final deed listing the Purchaser as the property owner must be
submitted within 30 days of the property being purchased. Failure to comply with these requirements will
result in future compliance problems. Please note that this permit is not transferable except after notice to
and approval by the Division.
This cover letter, attachments, and all documents on file with DEMLR shall be considered part of this
permit and is herein incorporated by reference.
Please be aware that it is the responsibility of the Purchaser to notify the Division of any changes in
ownership and request an ownership/name change for the stormwater permit. However, if the purchase
'agreement or contract between the Purchaser and Milliken and Lennon, Inc. ("Property Owner") is
dissolved, cancelled or defaults, and the Division is not notified by the Purchaser to transfer the permit,
then the responsibility for permit compliance reverts to the Property Owner. A complete transfer request
must be submitted to the Division within 30 days as described below otherwise the Property Owner will
be operating a stormwater treatment facility without a valid permit which is a violation of NC General
Statue 143-215.1. Failure to transfer the permit may result in appropriate enforcement action in
accordance with North Carolina General Statute §143-215.6A through §143-215.6C being taken against
the Property Owner.
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
�Wilmington Regional office 1 127 Cardinal Drive Extension 1 Wilmington. North Carolina 28405
w�Rrr r.Aao. Nn
o.o.n & LBIW—w amV /"� 910.796.7215 '

State Stormwater Permit No. SW8 181118
Page 2 of 2
If any parts; requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative l-tcarings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center, Raleigh, NC 27699-6714; or via telephone at-919-431-3000, or visit their
website at www.N'COAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Christine Hall in the Wilmington
Regional Office, at [phone] or christine.halluncdenr.gov.
Since-e1,y;
.A. -I Dannv Smith, Interim Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A - Designer's Certification Form
Application Documents
GDS/canh: \\\StormwaterTermits & Projects120181181118 HD12019 01 permit 181113
cc: Chris Russell, PE; East Coast Engineering & Surveying
Brunswick County Engineering
Wilmington Regional Office Stormwater File

.k
State Stcrmwater Management
Permit No. SW8 181118
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws; Rules, and Regulations promulgated and adopted by the North
Carolina Environmental Management Commission; including 15A NCAC 02H.1000 amended on
January 1, 2017 (2017 Rules) (the "stormwater rules"),
PERMISSION IS HEREBY GRANTED TO
G&H Hauling, LLC and Cook Out -Kings Mountain, Inc.
Coastal Express Car Wash and Cook Out
4447 and 4455 Main Street, Shallotte; Brunswick County
FOR THE
construction, management, operation and maintenance of built -upon area (BUA) and one (1) wet
detention pond ("stormwater control measure" or"SCM") as outlined in the application, approved
stormwater management plans, supplement, calculations, operation and maintenance agreement,
recorded documents, specifications, and other supporting data (the "approved plans and
specifications') as attached and/or on file with and approved by the Division of Energy, Mineral and
Land Resources (the "Division" or "DEMLR"). The project shall be constructed, operated and
maintained in accordance with these approved plans and specifications. The approved plans and
specifications are incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until January 4, 2027 and shall be subject to
the following specified conditions and limitations. The permit issued shall continue in force and effect
until the permittee files a request with the Division for a permit modification; transfer, renewal, or
rescission; however, these actions do not stay any condition. The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H.1000 and NCGS 143-215.1 et.al.
BUA REQUIREMENTS. The following requirements pertain to the BUA on this project:
a. PROJECT BUA LIMITS. The maximum amount of BUA allowed for the entire project is
65,930 square feet.
b. RUNOFF FROM BUA. The runoff from all BUA within the permitted drainage area of this
project must continue to be directed into the permitted SCM,
c. SCM BUA LIMITS. The SCM has been designed using the runoff treatment method to
handle the runoff from 65,930 square feet of BUA within the delineated drainage area. The
BUA for the future development is limited to a total of 19,588 square feet where 10,000 sf
has been allocated to the Coastal Express Car Wash portion and 9,588 square feet has
been allocated to the Cook Out portion.
Page 1 of 5

State Stormwater Management
Permit No. SW8 181118
2. SCM REQUIREMENTS. The following requirements pertain to the SCMs on this project:
a. SCM DESIGN. The SCM-is permitted based on the design criteria presented in the sealed;
signed and dated supplement and as shown in the approved plans and specifications. This
SCM must be provided and maintained at the design condition.
b. SCM DISCHARGE. The peak flow from the 10-year storm event shall not cause erosion
downslope of the stormwater outlet discharge point.
c. PLANTING PLAN. The SCM landscape planting plan shown in the approved plans shall be
followed in its entirety during construction. After the plants are established; the operation
and maintenance agreement must be followed.
d. FOUNTAINS. At this time; a decorative spray fountain has not been proposed within the wet
pond Decorative spray fountains will be allowed in the wet pond if documentation is
provided demonstrating that the proposed fountain will not cause resuspension of sediment
within the pond or cause erosion of the pond side slopes.
e. IRRIGATION. If the wet pond is to be used for irrigation, it is recommended that some water
be maintained in the permanent pool, the vegetated shelf is planted with appropriate species
that can handle fluctuating conditions, and human health issues are addressed.
3. VEGETATED SETBACKS. A 50-foot wide vegetative setback must be provided and maintained
in grass or other vegetation adjacent to all surface waters as shown on the approved plans. The
setback is measured horizontally from the normal pool elevation of impounded structures, from
the top of bank of each side of streams or rivers, and from the mean high waterline of tidal
waters, perpendicular to the shoreline.
a. BUA IN THE VEGETATED SETBACK. BUA may not be added to the vegetated setback
except as shown on the approved plans.
b. RELEASE OF STORMWATER NOT TREATED IN AN SCM. Stormwater that is not treated
in an SCM must be released at the edge of the vegetated setback and allowed to flow
through the setback as dispersed flow.
4. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded with the Office of the Register of Deeds:
a. FINAL DEED. A copy of the final deed listing Cook Out — Kings Mountain; Inc. ("Purchaser's)
as the property owner must be submitted within 30 days of the property being purchased.
b. ACCESS AND/OR EASEMENTS. The entire stormwater conveyance system, including any
SCMs, and maintenance accesses must be located in public rights -of -way, dedicated
common areas that extend to the nearest public right-of-way, and/or permanent recorded
easements that extend to the nearest public right-of-way for the purpose of inspection,
operation, maintenance, and repair.
c. OPERATION AND MAINTENANCE AGREEMENT. The operation and maintenance
agreement must be recorded with the Office of the Register of Deeds.
d. FINAL PLATS. The final recorded plats_must reference the operation and maintenance
agreement and must also show all public rights -of -way; dedicated common areas, and/or
permanent drainage easements, in accordance with the approved plans.
e. DEEDS. The permittee shall record deed restrictions and protective covenants prior to the
issuance of a certificate of occupancy to ensure the permit conditions and the approved
plans and specifications are maintained in perpetuity.
Page 2 of 5

State Stormwater Management
Permit No. SW8 181118
5. CONSTRUCTION. During construction, erosion shall be kept to a minimum and any eroded
areas of the on -site stormwater system wili be repaired immediately.
a. SCM OPERATIONAL PRIOR TO DEVELOPMENT. During construction, all operation and
maintenance for the project shall follow the Erosion Control Plan requirements until the
Sediment -Erosion Control devices are converted to SCMs. Once the device is converted to
a SCM, the permittee shall provide and perform the operation and maintenance as outlined
in the applicable section below.
b. SCM RESTORATION. If one or more of the SCMs are used as an Erosion Control device
and/or -removed or destroyed during construction, it must be restored to the approved state
stormwater design condition prior to close-out of the erosion control plan and/or project
completion and/or transfer of the state stormwater permit. Upon restoration; a new or
updated certification will be required for the SCM(s) and a copy must be submitted to the
appropriate DEQ regional office.
6. MODIFICATIONS. No person or entity, including the permittee, shall alter any component
shown in the approved plans and specifications. Prior to the construction of any modification to
the approved plans; the permittee shall submit to the Director, and shall have received approval
for modified plans, specifications, and calculations including, but not limited to, those listed
below:
a_ Any modification to the approved plans and specifications, regardless of size including the
SCM(s), BUA, details; etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any; all or part of the project
and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), stormwater collection system and/or vegetative
conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement for BUA credit that was not included in the
approved plans and specifications.
g. The construction of any #57 stone area, public trails, or landscaping material to be
considered a permeable surface that were not included in the approved plans and
specifications.
In. Other modifications as determined by the Director.
DESIGNERS CERTIFICATION. Upon completion of the project; the permittee shall determine if
the project is in compliance with the approved plans and take the necessary following actions:
a. If the permittee determines that the project is in compliance with the approved plans; then
within 45 days of completion, the permittee shall submit to the Division one hard copy and
one electronic copy of the following:
i.. The completed and signed Designer's Certification provided in Attachment A
noting any deviations from the approved plans and specifications. Deviations
may require approval from the Division;
ii. A copy of the recorded operation and maintenance agreement;
iii. Unless already provided; a copy of the recorded deed restrictions and
protective covenants; and
iv. A copy of the recorded plat delineating the public rights -of -way; dedicated
common areas and/or permanent recorded easements; when applicable.
b. If the permittee determines that the project is not in compliance with the approved plans, the
permittee shall submit an application to modify the permit within 30 days of completion of the
project or provide a plan of action; with a timeline; to bring the site into compliance.
Page 3 of 5

State Stormwater Management
Permit No. SW8 181118
8. OPERATION AND MAINTENANCE. The permittee shall provide and perform the operation and
maintenance necessary; as listed in the signed operation and maintenance agreement, to
assure that all components of the permitted on -site stormwater system function at the approved
design condition. The approved operation and maintenance agreement must be followed in its
entirety and maintenance must occur at the scheduled intervals.
a. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily; the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement on -
site stormwater systems. These additional or replacement measures shall receive a permit
from the Division prior to construction.
b. MAINTENANCE RECORDS. Records of maintenance activities must be kept and made
available upon request to authorized personnel of the Division. The records will indicate the
date; activity; name of person performing the work and what actions were taken.
9. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(3),
10. CURRENT PERM ITTEE NAME OR ADDRESS CHANGES. The permittee shall submit a
completed Permit Information Update Application Form to the Division within 30 days to making
any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project;
c. A mailing address change of the permittee.
11. TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property: in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
PURCHASE AGREEMENT. It is the responsibility of the permit holder, the Purchaser; to
notify the Division of any changes in ownership and request an ownership/name change for
the stormwater permit. However; if the purchase agreement or contract between the
Purchaser and Milliken and Lennon, Inc..("Property Owner') is dissolved, cancelled or
defaults, and the Division is not notified by the Purchaser to transfer the permit, then the
responsibility for permit compliance reverts to the Property Owner. A complete transfer
request must be submitted to the Division within 30 days as described below otherwise the
Property Owner will be operating a stormwater treatment facility without a valid permit which
is a violation of NC General Statue 143-215.1. Failure to transfer the permit may result in
appropriate enforcement action in accordance with North Carolina General Statute §143-
215.6A through §143-215.6C being taken against the Property Owner.
b. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(2) and must
be submitted upon occurrence of any one or more of the following events:
i. The sale or conveyance of the project and/or property area in whole or in part;
ii. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05
or NCGS 57D-6-07 and (8);
iii. Bankruptcy;
iv. Foreclosure, subject to the requirements of Session Law 2013-121;
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection
will be conducted by Division personnel to ensure the permit conditions have been met and
that the project and the on -site stormwater system complies with the permit conditions.
Records of maintenance activities performed to date may be requested. Projects not in
compliance with the permit will not be transferred until all permit and/or general statute
conditions are met.
Page 4 of 5

State Stormwater Management
Permit No. SW8 181118
12. COMPLIANCE. The permittee is responsible for complying with the terms and conditions of this
permit and the approved plans and specifications until the Division approves the transfer
request.
a. REVIEWING AND MONITORING FOR COMPLIANCE. The permittee is responsible for
verifying that the proposed BUA for the entire project does not exceed the maximum amount
allowed by this permit. The permittee shall review and routinely monitor the project to
ensure continued compliance with the conditions of the permit, the approved plans and
specifications.
b. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit; approved plans,
application; supplements; operation and maintenance agreement; all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
c. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
d. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions
of a stormwater management permit or the requirements of -the stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21.
e. OBTAINING COMPLIANCE. The'Director may notify the permittee when the permitted site
does not meet one or more of the minimum requirements of the permit. Within the time
frame specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee shall provide
copies of modified plans and certification in writing to the Director that the changes have
been made.
OTHER PERMITS. The issuance of this permit does not preclude the permittee from
obtaining and complying with any and all other permits or approvals that are required in
order for this development to take place, as required by any statutes; rules, regulations, or
ordinances, which are imposed by any other Local; State or Federal government agency
having jurisdiction. Any activities undertaken at this site that cause a water quality violation
or undertaken prior to receipt of the necessary permits or approvals to do so are considered
violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to NCGS
143-215.6.
Permit issued this the 4"' day of January 2019.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Danny SP)ith, Interim 1Trector
Division of Energy; Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 181118
Page 5 of 5

State Stormwater Management
Permit No. SW8 181118
Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific for this project:
As -Built Permittee Certification
As -Built Designer's Certification General MDC
As -Built Designer's Certification for Wet Detention Pond Project
A separate certification is required for each SCM. These blank certification forms may be copied and
used, as needed, for each SCM and/or as a partial certification to address a section orphaseof the
project.
Page 1 of 1

State Stormwater Management
Permit No. SW8 181118
AS-111AL:T PI:01I'I'"hh.V CERTII'll CATI
1 hereby state that I ain the current pertrtittec for the project narncd above; and l certify by my signature below,
that the project rnects the below listed Final Submittal lZegttircrllcnts found in NCAC 021-1.1042(4) and the
terms, conditions and provisions listed in the permit doCU111CntS, plans and specifications on file with or provided
to the Iivision.
Check here if this is a partial certification. Section/phase/SCN'i rt'7
❑ Check here if this is part ofa Fast "track As -built package Submittal.
Printed Name
Signatu
1. , a Nolary Public in the State of
County of do hcrcby ccrtify that
personally appeared before me this day of _ 20
and acknowledge the. due CXMI0011 of this as -built certification. (S1 A1)
Witness my hand and official seal
:kly commission expires
permittee's Certification NCAC .1042(4)
Completed I
Provided
N/A
A. DEED RESTRICTIONS / BUA RECORDS
l . The deed restrictions and protective covenants have been recorded and
Y or N
contain the necessary language to ensure that the project is maintained
consistent with the stornlvvalcr regulations and with the permit conditions.
2. A copy of the recorded deed restrictions and protective covenants has been
Y or N
provided to the Division.
3. Records which track the 13UA on each lot are being kept. (Sec Notc 1) I
Y or N
B. MAINTENANCE ACCESS
1. The SCNIs are accessible for inspection, maintenance and repair.
Y or N
2. The access is a minimum of 10 Icct wide. I
Y or N
I
3. The access extends to the nearest public right-of-way. I
Y or N
C. EASEMENTS
I
1. The SCN'1s and the componentso f 1lle runoff collection /ConVeyar1Ce systellI
Y N
are located 111 recorded drainage casements.
or
2. A copy of the recorded plat(s) is provided. I
Y or ,,N
D. SINGLE FAMILY RESIDI,'.NTIAL LOTS - plats for residential lots that
Y or N
have an SCM include the following:
1. The specific location of the SCN1 on the lot.
Y or N
2. A typical detail for the SCM.
� Y or N
3. A note that the SCN1 is required to meet stormwater regulations and that the
lot owner is subject to enforcernent action as set forth in NCGS 143 Article
Y or N
21 if the SCN1 is removed; relocated or altered without prior approval.
E. OPERATION AND MAINTENANCE AGREEMENT
Y or N
1. The O&N1 Agreement is referenced on the final recorded plat.
I Y or N
2. The O&M Agreement is recorded with the Register of I)ecds and appears in
Yor\'
the chain of title.
F. OPERATION AND MAINTENANCE PLAN — maintenance records are
Y or N
being kept in a known set location for each SCM and are available for review.
G. DESIGNER'S CERTIFICATION FORM — has been provided to the
Y or N
Division.
Note1- Acceptable records include ARC approvals, as -built surveys; and county tax records.
Page 1 of 6

State Stormwater Management
Permit No. SW8 181118
Provide an explanation for every requirement that was not met; and for every `NIA" below. Attach
additional sheets as needed.
Page 2 of 6

State Stormwater Management
Permit No. SW8 181118
BUILT DFSIGNE WS CE,RTIFICATION GENERAL NIDC
1 hereby state t-liat I ant a licensed professional and I certify by my sienature and seal below, that I have observed
the construction of the project named above to the best of my abilities with all due care and diligence, and that
the project meets the below listed General \9DC found in NCAC 021-1.1050 in accordance with the pennit
documents, plans and speci€icattoils on file with or provided to the Division, except as noted on the "AS -
BUILT'' drawings; such that the intent of the storinwater rules and statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCNI ?
Check here if this is a part. of a Fast -Track As -Built Package Submittal per .1044(3).
Check here ifthe designer did not observe the construction; but is certifying the project.
Check here if pictures of the SCM are provided.
Printed Name
NC Registration Number
51 AL:
Signature
Date
Consultant's -Mailing Address:
City/State/%iII
Phone Number
Consultant's Email address:
C0 Circle N if the as -built value differ from the Plan. ]f N is circled, provide an explanation on Page 2,
not evaluated (provide explanation on page 2) ®N/A = not applicable to this SC\-1 or project.
Consultant's Certification NCAC .1003((3) & General MDC .1050
DAs-built
I ZN/E
ON/A
IA. TREATIMEN`l' REQUIREMENTS
1. Tllc SCNI achieves runoff treatment.
Y or N°
2. The SCM achieves runoff volurrte match. Y or N
3. Runoff from offsitc areas and/or existing RUA is bypassed.
Y or N
4. Runoff from offsitc areas and/or existing BUA is directed into
Y or N
the permitted SCM and is accounted for at the full build -out
potent ial.
5. The project controls runoff through an offsite permitted SCM
Y or N
that tnects the requirements of the \/DC.
6. The net area of new 13UA increase for an existing project has
Y or N
been accounted for at the appropriate design storin level.
7. The SC I(s) meets all the specific minimum design criteria.
Y or N
f
B. VEGETATED SFTBACKS / BUA
1. The width ofthc vegetated setback has been measured From
Y or N
the normal pool of impounded waters, the \-11-1W line of tidal
waters. or the top of bank of each side of -rivers or streams.
2. The vegetated setback is maintained in grass or oilier
Y or N
vegetation.
3. 13UA that meets the requirements of NCGS 143-214.7 (b2)(2)
Y or N
is located in the setback.
4. 13UA that does not meet the requirements of NCGS 143-214.7
Y
Y�'or N
_
(1)2)(2) is located within the setback and is limited to:
a. Publicly funded linear projects (road; greenway sidewalk)
b. Water -dependent structures
c. \-linimal footprint uses (utility poles, signs, security
lighting and appurtenances
Y or N
5. Stormwatcr that. is not treated in an SCiN,l is relcascd at the
edge of the setback and allowed to flow through the setback as
dispersed floe__
Page 3 of 6

State Stormwater Management
Permit No. SW8 181118
OAs-built
OWE_
OO NIA
C. STORMWATER OUTLETS — the outlet handles the peak flow
Y N
from the 10 year storm with no downslope erosion.
or
D. VARIATIONS
1. A variation (alternative) front the st.ormwater rule provisions
N
has been impletncntcd.
or
2. The variation provides equal or better storinwater control and
Y N
equal or better protection of surface waters.
or
E. COMPLIANCY WITH OTHER REGULATORY
Y N
PROGRAMS has been met.
or
F. SIZING -the volume of the SCNI takes the runoff from all
surfaces into account and is sufficient to handle the required storm
Y or N
depth,
G. CONTAMINATED SOILS — infiltrating SCM's are not located
Y or N
in or on areas with contaminated soils.
I
H. SIDE SLOPES
1
{ I . Vegetated side slopes are no steeper than 31-1: I V.
j Y or N
2. Side slopes include retaining walls, gabion walls, or other
Y or N
surfaces that are steeper than 31-1:1 V.
3. Vegetated side dopes are steeper than 31+ 1 V (provide
Y or N
su )porting doetnnents for soils and vegetation).
{
I. EROSION PROTECTION
_
i. The Inlets do not CalISC erosion in the SC�4.
Y or N
2. 'file outlet does not cause erosion downSlopC of the discharge
Y or IN
point Burin , the peak flow front the 10 Vcar storm.
J. EXCESS FLOWS — An overflow /bypass has been provided.
Y or N
K. DEWATERING — A method to drawdown standing water has
Y or N
been provided to facilitate maintenance and inspection.
L. CLEA-N- OUT AFTER CONSTRUCTION — the SCNI has been
Y or N
cleaned out and converted to its approved design state.
M. -MAINTENANCE ACCESS
1. The SCM is accessible for maintenance and repair.
Y or
2. The access does not. include lateral or incline slopes >3:1.
Y or N
N. DESIGNER QUALIFICATIONS (FAST -TRACK PERMIT) —
The designer is licensed under Chapters 89A, 89C, 89E, or 89F of
Y or N
the General Statutes.
Provide an explanation for every MDC that was not met; and for every item marked "NIA" or "WE"
below. Attach additional pages as needed:
Page 4 of 6

State Stormwater Management
Permit No. SW8 181118
AS- lit,"IIA' UF,SIGNt;l2'S (:I•IRTIhACA"I ION7 FOR POND I'110.1ECT
I hereby state that 1 am a licensed professional and 1 certify by my signature and seal below, that I have observed
tllc construction of the project named above to the best of my abilities with all due care and diligence, and that
the prol'ect meets all of the kIDC Foul in NCAC 02111053_ in accordance with the permit documents, plans
and specifications oil file with or provided to the Division, except as noted on the "AS -BUILT", drawings, such
that the intent of the storillwatcr rules and the general statutes has been preserved.
Check here if this is a partial certification. Sectionlphase/sc-kI '`
Check here if this is part of a Fast -Track As-Ruilt Package Siibmival per .1044(3).
Check ]sere ifthe Uesianer did not observe the construction, but is certifying the project.
Check here if pictures of the SC_NA arc provided.
Printed Name
NC RCgistrarion Number
SEAL:
Signature
Date
Consultants Mailing Address:
City/State/ZIP
Phone Number
Consultant's E-mail address
O Circle N if the as -built value differs from the Ilan/permit. If is circled, provide an explanation on page 2
ON/[ = not evaluaicd (provide explanation on page 2) ON/A = not applicable to this project or SCM.
"]'his Certification trust be completed in conjunction with the General NIX certification under NCAC 021-1.1050
Consultant's Certification (VIl7C .1053)
tOAs-built
02 N/1:
ON/A
A. Forcha y / Depths / Fountain
1. The available Sediment storage is consistent willi the approved
Y N
plan and is a ininiinurn of 6 in.
or
2. Water flow over the forebay berm into the main pond occurs at a
Y N;
noil-erosive velocity.
or
3. The provided Forebay Volume is 15%-20% of the plain pool
y or N
Volume.
4. Tlrc Forebay entrance elevation is deeper than the exit elevation
y N'
into the pond.
or
5, The Average Design Depth of the plain pond below the
permanent. pool-clevation is consistent with the permitted value?
or
6. Fountain dgetUTICntatlOn is provided,
Y or N
B. Side slopes / Banks / Vegetated Shelf
1. ']'he width of the Vegetated Shelf is consistent with the approved
} .
plans and is a mininlurn of 6 feet.
or
2. ]'Ile slope of the Vegetated Shcl f is consistent with the approved
I
Y or NN
I�
Plans and is no steeper than 6:1.
}
C. As -built Main Pool / Areas / Volumes / Elevations
I. The permanent pool surface area provided is consistent with the
permitted value.
Y or N
-
2. The Temporary Pool Volume provided is consistent with the
Y N
permitted value.
or
j
3. The permanent pool elevation is consistent with the permitted
Y N
value.
or
4. The temporary pool elevation is consistent with the permitted
Y N
value.
or
Page 5 of 6

State Stormwater Management
Permit No. SW8 181118
01 As -built
02N111
ON/A
D. Inlets / Outlet / Drawdown
—
l . The design volume draws dower in 2-5 days. �
Y or N
2. The sire of the Orifice is consistent with the permitted value.
Y or N
3. A trash rack is provided on the outlet structure.
Y or N
1
4. Hydrologic impacts to the receiving channel are minimized from
I Yr 24 fir storm discharge?
Y or Nthe
5. The inlets and the outlet location are situated per the approved
plan all(] avoid short. -circuiting.
y or N
E. Vegetation
�l _ The vegetated shelf has been planted with a minimum of 3
diverse species.
� Y or N
2. The vegetated shelf plant dcnslt", is C011S1SiCllt with the approved
plans alld is no less than 50 plains per 200 sf or no less than 24
inches oil Center.
Y or N
Provide an explanation for every MDC that was not met, and for every item marked "NIA" or "NIE'
below. Attach additional pages as needed:
Page 6 of 6

East Coast Engineer�rig & Surveying, P.C.
ENG INEERS•P"eANNERS•SURVEYORS
�r
Coastal Express Car Wash/Cook Out
1Zc SCSI St:01.111W,-ttCt Ca1CL11,1140118
j arluary 2019
� H CAR
_ SEAL
35054
1-3-2019
c AN R�?`�•
'�1l17174145�11
ECEIVE
JAN 0 4 20%
BY:
4918 MAIN STREET . POST OFFICE BOX 2469 . SHALLOTTE, NORTH CAROLINA z8459 . TEL: [phone] • Fax: [phone]
FIRM LICENSE NUMBER: C-3034

STORMWATER POND
COASTAL EXPRESS CAR WASH/COOK OUT
VOLUME CALCULATIONS
East Coast Engineering
and Surveying - JCR
PEAK FLOW CALCULATION (PRE)
Q=C*I*A
Q = 3:1 cfs -
C (uniticss)
A = 2.3 (ac)
RUNOFF VOLUME
SIMPLE METHODIs„ rainfall
V = 3630 * RD *RV *A
RV = 0.05 + tag ., TAB
]A = 17MT11--,RVf0US AREA/DIL�3N1AGI- ARE_
lXUkfNAGI- AREA = 100,360 {s�
I1\11PERV[OUS AREA = 65,00 {sr}
65:69°o
V 8,044 (c.�
RD = 1.7 (ira l�l;s[c;hiu�l�t,�l.l.
RV = ° ' 0.G4
A = 2.3.(ac). DR Ili 1C1 ARI?A
PEAK FLOW CALCULATION (POST)
Q= C*I*A
Q = 6.3,cfs. .
C (unitless) = V
I = 3.E7 (, ""wj
r)
A = 2.3 (ac)

COASTAL EXPRESS CAR WASH/ IMPERVIOUS AREA CALCULATIONS STORMWATER POND
COOK OUT
DRAINAGE AREA =
100,360 (SF)
IMP % = 65.7%
BUILDINGS
ROADWAY
SIDEWALKS
FUTURE
TOTAL
Coastal
Express
1,530 (so
Cook Out
1,582 (so
Coastal
Express
24,443 (so
Cook Out
16,079 (so
Coastal l=:xpress
1,208 (so
Cook Out
1,500 (so
Coastal
Express
10,000 (so
Cook Out
9,588 (so
Coastal
Express
37,181 (so
Cook Out
28,749 (so
TOTAL 65,930 (SF)

COASTAL EXPRESS CAR WASHICOOK OUT
Wet Detention Basin Calculations
Pond 1
East Coast Engineering Surveying, PC
JCR
Drainage Area (DA) _
1 100,360 (sf)
or 2,30 (ac
Impervious Area (IA )=
1 65,930 (sf)l
1.51 (ac
Percent Impervious 1 IAIDA 0.657 or 65.7%
SAIDA; 90% TSS 0.0241 or 2.41%
AVERAGE POND DEPTH = 6 (ft)
Min. req'd SA @ PP - (SA/DA)x(DA) 2,417 (sf) MAIN POOL AREA
Surface Area provided @ PP 2,715 (sf) MAIN POOL AREA
DOES PROJECT DRAIN TO SA WATERS NO
MIN. REQ STORAGE VOLUMEFROM BMP MANUAL P 35 8,044 cf
Surface Area arovided 2 PP Elev = 21.00 ft 4,103 (sf) FOR STORAGE CALC.
Enough Surface Areaprovided? YES
Surface area at top of Veg Shelf 6,111 (sf)
Storage volume above PP & below Veg Shelf 5,107 cf
Volume needed above Veg Shelf 2,937 cf
Surface area provided @ TP Elegy = 22.60 ft
6,648 (sf)
Storage depth above Veg Shelf
0.50 (ft)
Storage volume provided above Veg Shelf 3,190 cf
Total Storage Volume Provided 8,297 (cf) OK
Total storage depth above PP 1.50 (ft)
Outlet Sizing
AVERAGE DEPTH CALCUt_ATIONshelt_nol_submer9ed
VOLUMEpefT11anent_pod
VOLUMEbelowpparid above bottom ofshelf
AREApe _pool
AREAbonom shelf
AVERAGE DEPTH
POND
16,285(cf)
0 (cf)
2,715 (sf)
2,715 (sf)
6 (ft)
MAIN POOL AREA
Q - 2 day drawdown time
Min. re 'd storage volume x 1 in. 12 days)
0.047 (cfs)
Q - 5 day drawdown time
Min. re 'd storage volume x (1 in. 15 days)
0.019 (cfs)
Height
h 113 Min. Storage Depth)
0.50 (ft)
Co
Constant
0.6
Required Area for Q-2
A = QI(C x (2gh)"2)
1.97 it
Required Area for Q-5
A = QI(C x (2gh) )
0.79 (il
Orifice Choosen
1-112 " SCH 40 PVC L
1,590 (ill
CHECK
Area Provided bx Orifice Choosen
A = grz
1.99 (in^2)
Area Provided by Orifice Choosen
0.014 ft^2)
The Average head
h = 113 Term ora Pool depth - 112 orifice diameter))
4,410 (in)
The Average head
0.368 (ft)
Q provided
Q = Ca(2gh)
0.040 (cfs)
64.2 (hrs)l
OK
DEC 1.8 20%
eY,

Culvert Report
Hydraflow Express Extension far AutoCADO Civil 3D® 2012 by Autodesk, Inc. Thursday, Jan 3 2019
19-0102 SD 4
Invert Elev Dn (ft)
= 19.40
Calculations
Pipe Length (ft)
= 4.00
Qmin (cfs)
= 0.00
Slope (%)
= 0.50
Qmax (cfs)
= 90.00
Invert Elev Up (ft)
= 19.42
Tailwater Elev (ft)
_ (dc+-D)12
Rise (in)
= 42.0
Shape
= Cir
Highlighted
Span (in)
= 42.0
Qtotal (cfs)
= 1.00
No. Barrels
= 1
Qpipe (cfs)
= 1.00
n-Value
= 0.012
Qovertop (cfs)
= 0.00
Inlet Edge
= Projecting
Veloc Dn (fUs)
= 0.19
Coeff. K,M,c,Y,k
= 0,0045, 2, 0.0317, 0.69, 0.5
Veloc Up (ft/s)
= 0,19
HGL Dn (ft)
= 21.30
Embankment
HGL Up (ft)
= 21.30
Top Elevation (ft)
= 25.00
Hw Elev (ft)
= 21.30
Top Width (ft)
= 3.00
Hw/D (ft)
= 0.54
Crest Width (ft)
= 10.00
Flow Regime
= Outlet Control
Elev (ft)
2600
25.00
24.00
2300
2200
21M
20.00
19.00
10.00
0
19-0102_SD_4
1 2 3 4 5 6 7 6 9 10 11 12 13
Cir Culvert HGL Embank
Hw Depth (ft)
6.58
5.58
458
3,58
2.58
1.58
0.58
-042
1.42
14
Reach (ft)
j�ECEIVED
I'4" 112111

Culvert Report
Hydraflow Express Extension for AutoCADO Civil 3D® 2012 by Autodesk, Inc. Thursday, Jan 3 2019
19-0102 SD 7
Invert Elev Dn (ft)
= 19.40
Calculations
Pipe Length (ft)
= 36.00
Qmin (cfs)
= 0.00
Slope (%)
= 0.28
Qmax (cfs)
= 7.50
Invert Elev Up (ft)
= 19.50
Tailwater Elev (ft)
= (dc+D)/2
Rise (in)
= 24.0
Shape
= Cir
Highlighted
Span (in)
= 24.0
Qtotai (cfs)
= 1.00
No. Barrels
= 1
Qpipe (cfs)
= 1.00
n-Value
= 0.012
Qovertop (cfs)
= 0.00
Inlet Edge
= Projecting
Veloc Dn (ft/s)
= 0.52
Coeff. K,M,c,Y,k
= 0.0045, 2, 0.0317, 0.69, 0.5
Veloc Up (ft/s)
= 0.58
HGL Dn (ft)
= 20.57
Embankment
HGL Up (ft)
= 20.57
Top Elevation (ft)
= 24.00
Hw Elev (ft)
= 20.58
Top Width (ft)
= 8.00
Hw/D (ft)
= 0.54
Crest Width (ft)
= 10.00
Flow Regime
= Outlet Control
Elev (ft)
25.00
2400
23 00
22.00
21M
20.00
1900,
1900
0
19-01 02SD 7
5 10 15 20 25 30 35 40 45 50 55
Cir Culvert HGL Embank
Hw Depth (ft)
5.50
450
3.50
2.50
1,50
0.50
-0 50
-1.50
00
Reach (ft}
ECEIVE�
JAN 0 M ��
tl

(Source. "Hank and chanuet lining procedures", New York Department of
Transportation, Division of Design and Construction, 1971.)
Guide to Color Key: User Input Data I Calculated Value Reference Data
Designed By: 'J. Christian Russell, PE I Date: 11/20/2018
Checked By: ;Date:
Company: iEast Coast Engineering
Project Name: Coastal Express Car Wash
Project No.: 19621
Site Location (Cityffowni Shallolte
Culvert Id. SD-4
Estimation of Stone Size and Dimensions For Culvert Aprons
Step 1) Compute floe' velocity \', at culvert or paved channel outlet.
Step 2) For pipe culverts D. is diameter.
For pipe arch, arch and box culverts, and paved channel outlets.
D. = A. where A. = cross-sectiarnl area of flaw at oudet-
For multiple culverts, use De — 1.25 x D. of single culvert.
Velocity (ftfs) 9.7
Opening type Pipe Culvert
Single or multiple openings? Single
Oubet pipe diameter, D. (ft) 3:5
NOTE 1: If opening type is anything other than "Pipe Culvert", Do k
(Cross -sectional area of flow at outlet).
NOTE 2: 4 multiple openings, D,=i.25 x D. of single culvert.
Step 3) For apron grades of 10% at steeper, use recommendations
For next higher zone. (Zones I through 6),
Zone 3 Figure 8.06c
Will apron have >1=1 0% grade? No
NOTE: For apron slopes equal to or greater than 10%, use next higher Zone in Figure 8.060 to
determine apron length_
Apron iength (ft) 28 Fi ur_lc e 8 06d
Determination of Stone Sizes For Dumped Stone Channel Linings and
Revetments
Step 1. Use figtue 8 06 [�J to determine maxi.uum stone size (e,g. for 12
Fps = 20" or 550 lbs.
Max. stone size (in.) 14 iFigure 6.06e
Step 2. Use figure 8.06.71 to determine acceptable size range for stone
(for 12 FPS it is 125-500 lbs. for 75% of stone, and the maximum
and minimum ran fee ut weight should be 25-500 lbs.).
COTE: In detemtining channel velocities for stone linings and
rcvenncnt,
use the following coefficients of roughness:
Diameter planning's %fin. thickness
(inches) "n" of lining
(inches)
Fine 3 0.031 9
12
Light 6 0.035 12
is
Medium 13 0.040 is
24
Heavy 23 0.044 30
36
(Chrmets)
(Dmepetors)
Min. & Max range of stones (Ibs) 25-25p
Figure8.05f
Weight range of 75% of stones (Ibs) _ _ 50-250_ _ _ _
IFigure 8.05f
ECEIvED
DEC

Eas[ Cogs[ Eng neering 8 Surva np
!'xiulr„�K f�riKi.n
11191e NOW Sftwt
6WWt., Akwth C al— 2"M
.01&79"029
Location= SDA
Q5=
Q 10=
Q 25 = 7.25 cl's
Q50=
Length = 45.00 fl.
Slope= 0.01
Do = 3.50 ft,
I'W = 2.00 fit
d 50 (from figure 8.06) = F-9-3-11 m.
La ( from Iigurc 8.06 ) _ 1 28.00 fl.
Tail%%ale r Condition; TW <0.5 diauleler use Figure 8.06a
W — Do ]. I,a W = 31.50 fi.
Tu' > 0.5 diarnelcr use Figure 8,06b
W =.Do + OAl.a W = 14.70 ft.
Apron Thickness=>1,5*dmax 1,75 R.
sat° 1.8 ft.
Ft.... N ire. Fi=ure x.oes
Al, n
I
nll<..—r ! — ,
'I iiiM:ncl' � n.5 ]ki Iailu�lcr Y n51ki
1'rrry'ere:
Date:
By:
Oreched.
0.5*Do= L75 ft.
3*Do= I0.50 ft.
d nlas = 14.00 in,
COASTAL 1:,\PRhSS (71111170.: RRU,"WWh'
l rl;O.:Orr 1
JCR
i
All lnldy rur rJibbi pd Ler
FI'OS10rl CUIrtI'OI StUire
Class A 2"to 6"
Class B 5" to 15"
Use class B
Willi filter Fabric
Stone Vol. = 705.60 cu. ft.
Tuns - 55.28 tons
Fabric - 44.80 s.)'.
Dimensions
1,a 28.00 It,
W 14.7 R.
3*Do 10.5 [1.
— 1) 2.0 li.

C, ,
(Source: "Bank and channel lining procedures', New York Departruent of
Transportation, Division of Design and Construction, 197 L)
Guide to Color Key: User Input Data lCalculated Value lReference Data
Designed By: J Christian Russell, PE ; Date: 11/2012016
Checked By: I Date:
Company: East Coast Engineering
Project Name: Coastal Express Car Wash
Project No.: 1962.
Site Location (CitylTown) Shallotte
Culvert Id. SD-7
Estimation of Stone Size and Dimensions For Culvert Aprons
Step t) Compute Hove velocity V. at culvert or paced chatmel outleT,
Step 2) For pipe culverts D is diameter.
Far pipe arch, arch and box culverts, and payed charnel outlets,
D. -A. where A. = crass -sectional area of How at outlet_
For multiple culverts, use Do - 1.25 x D. of single culvert.
Velocity (il 1
Opening type Pipe Culvert
Single or multiple openings? Single
Outlet pipe diameter, D. (ft) 1.5
NOTE 1: If opening type is anything other than "Pipe Culvert", 1),=A,
(Cross -sectional area of flow at outlet),
NOTE 2: If multiple openings, Do-1,25 x D. of single culvert.
Step For apron grades of 10% or steeper, me recommeadarioo5
For next higher zone, (Zones 1 through 6).
Zone 1 Figure 8.06c
Will apron have >/=10% grade? No o
NOTE: For apron slopes equal to or greater than 10%, use next higher Zone in Figure B.OGtl to
determine apron length.
Apron length (ft) 6 Figure 8.06d
Determination of Stone Sizes For Dumped Stone Channel Linings
and Revetments ��
Step 1. Use figure 9.0691 to determine maximum stone size (e_g. for 12
Fps - 20" or 550 lbs.
Max. stone size (in.) 1 _ IFiqure 8.06e
Step 2. Use figure 8.06.Q to determine acceptable size range for stone
(for 12 FPS it is 125-500 lbs. for 75% of stone. and the maximum
and mimmum range in weight should be 25-500 lbs.).
10TE: In determining channel velocities for stone linings and revetment.
use the following coefficients of toughness:
Diameter Afattrling's S1in. thickness
(inches) -n" of lining (inches)
Fine 3 0.031 9 12
Light 6 0.035 12 1g
Medium 13 0.040 is 24
Heavy 23 0.044 30 36
(Chan- is) (I):upnon)
Min, & max range of stones (lbs) f 25.150 Figure 8,05f
Weight range of 75% of stones (lbs) l _ 50-150 _ _ _JFiaure 8.05f

E'89!_co"f Eng7neerinA Surveying
Project:
C-0,nrg Fugnmoro
Wore;
4918 Wahl anr.1
111':
ah.lbtlr% M-rh C-11— 28450
checked:
010.75f- 0"
Outlet Protection:
Lnern Dissinutnrs
Location =
OUTLET
STRUCTURE SD-7
Q 5 =
Do = 1.50 ft.
Q 10 =
TW = 1.00 li,
Q 25 =
7.25 e1's
d 50 (from figure 8.06) =
510 in.
Q 50 =
La ( from figurc 8.06 }=
6,00 fl,
Length=
10,00 ft,
Slope =
0.02
'I'ailsnter Condition:
Tw < 0.5 diameter use Figure 8.06a
W=Do-1 La W— 7.50 it,
Tx > 0.3 diameter use Figure 8,06b
W=Do+0.4La W= 3.90 11.
fli ion
Tbidncs9=>1.5'd Inax 0.19 0.
say 0,2 ft.
l—, xAk.
n_ur x.n6i,
w=Ll,.l.
Alrn it
tar
/I—V7
O
Taaxmcr U3 i�r T. lemcr � U 5 U,
0.5'Do= 0,75 ft.
3'D❑ = 4.50 ft,
d max = 1.50 in.
COAS7'.tl.l;,\'PR1iSA' Counlp: RR1rNS;f?C
ru?nruls
JC'R
Erosion Control Slow
Class A 2"
to 6"
Class B 5" to
LY
Use class
A
Willi filter
Fabric
Stone Vol. =
50.40 cu. it.
Tons =
2.52 loos
Fabric =
29.87 s,y
Dimensions
La
6,00 ft.
W
3.9 A.
311)o
4.5 Il.
D
2.0 ft.

East Coast Enginnde�ri'ng & Surveying, P.C.
ENGINEERS -PLAN NERS•SURVEYORS
STORMWATER NARRATIVE
Coastal Express Car Wash
Coastal Express Car Wash plans to develop a 1.53 acre (66,671 SF) tract of land located on US
Highway 17 business in Shallotte, North Carolina. The project area will include most of the tract
and have an impervious area allocation of 37,181 SF. This amount includes parking areas,
building and future development. The site is currently undeveloped.
The impervious area will consist of a 24,443 SF for asphalt parking and driveways, 1,208 SF of
concrete sidewalk and a 1,530 SF building. There is also a 10,000 SF allocation listed as future.
The runoff from the impervious areas will be allowed to sheet flow along the surface of the
asphalt and directed to a catchment area. It will then be directed to an open throat yard inlet and
then to a shared onsite stormwater pond. The pond will be shared with the project adjacent to
this project and is described below. This yields a total BUA of 37,181 Sl' for this site. The ratio
of BUA to total project area on this site, therefore, is 55.8%.
The project drains the Shallotte River which is located in the Lumber River Basin. It is classified
as SC,I-IQW and its index number is 15-25-2-(7.5).
Cookout
Cookout plans to develop a 0.77 acre (33,689 SF) tract of land located on US Highway 17
business in Shallotte, North Carolina. The project area will include most of the tract and have an
impervious area of 28,749 SF. This amount includes parking areas, building and future
development. The site is currently undeveloped.
The impervious area will consist of a 16,079 SF for asphalt parking and driveways, 1,500 SF of'
concrete sidewalk and a 1,582 Sh building. ']'here is also a 9,588 SF allocation listed as future.
'],he runoff from the impervious areas will be allowed to sheet flow along the surface of' the
asphalt and directed to a catchment area. It will then be directed to an open throat yard inlet and
then to a shared onsite stormwater pond. The pond will be shared with the project adjacent to
this project and is described above. This yields a total 13UA of 28,749 SF. The ratio of 13UA to
total project area, therefore, is 85.3%.
The overall project density is 65.7%.
The project drains the Shallotte River which is located in the [lumber River Basin. It is classified
as SC,I-IQW and its index number is 15-25-2-(7.5). ECEIVE
NOV 2 9 201
49x8 MAIN STREET *POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 28459 •TEL: 9iO4,Y6029.• Fax:,93D:Zfy rc
FIRM LICENSE NUMBER: C-3014

. Jar `../ �' �� �` j : •� � - ' y t .�C�rn • I�+ c- _
' - ', i. _ � !!` � .; •* tax c ,�� �. -�.
�". � +•�r, ?f � �r •L }+, \i � +� �, ` .ram .� �. yR♦ 1. - — `_)
rl
►. r
swo
td,`J/ ( ! r T �, • ♦ �' ! if' ��+rr +� yr �`'j.fj YL�. _,J3 �_ _ _ •' -/# ,�

Hall, Christine
From: Coburn, Chad
Sent: Thursday, November 29, 2018 11:20 AM
To: Hall, Christine
Subject: RE: 4447 and 4455 Main Street Shallotte
Christine,
The feature that you mention below is not a stream. it is Waters of the State but doesn't carry a surface water
classification and is a man made ditch dug sometime after 1993 per the aerial photos. The diagonal feature shown on
the topo was not claimed by the USACE and therefore cannot be claimed by the State.
Chad
From: Hall, Christine
Sent: Thursday, November 29, 2018 11:13 AM
To: Coburn, Chad <[e-mail]>
Subject: 4447 and 4455 Main Street Shallotte
Chad,
Thanks for stepping in again to my Express submittal meeting to help determine if a feature is surface waters. The
feature in question is the one that runs down the eastern property line and across the "L" portion of the following tract
(parcel #1820013402).
Christine Hall
Environmental Engineer

EXHIBIT B
U.S. ARMY CORPS OF ENGINEERS
WIL MINGTON DISTRICT
Action Id. SAW-2001-00233 County: Brunswick U.S.G.S. Quad: Holden Beach
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Milliken and Lennon, Inc.
Address: P.O. Box 248
Supply, NC28462
Property description:
Agent: The Earthwise Company
Attn.- Mike Ortos!iy
Address: P.O. Box 2093
Wake Forest, NC 27588
Size (acres) 3.77 Nearest Town Shallotte
[Nearest Waterway UT to Sharron Creek River Basin Cumber
USGS HUC 03040207 Coordinates 33.9843 1N,-78.3631 W
Location description: The three adjoining parcels are located along the southside of US Hiehway 17 Business,
southwest of SR 1 l36 containing an unnamed tributary to Sharon Creek, northeast or the Town of Shallotte Brunswick
County, North Carolina. PINs: 1820013402,1820013401, 18200134.
Indicate Which of tiie Following May Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five yeas from the date of
this notification.
X There are waters of the U.S. on the above described property subject to the permit requirements of Section 404 of the
Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed rive years from the date of this notification.-
- We strongly suggest you have the waters of the U.S. including wetlands on your property delineated. Due to the size of
your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely
manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must
be verified by the Corps.
_ The wetlands on your project area have been delineated and,the delineation has been verified by the Corps. We
strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the
Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your
property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to
exceed five years.
X The waters of the U.S. have been delineated and surveyed and are accurate depicted on the plat signed by the
Co s Regulatory Official identified below on 2/312014. Unless there is a change in the law or our publiNhed
rggul2tions, thi§ determination may be relied upon fora period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification. '
ECEIV=
Page 1 of 2

The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You .should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Ms. Emily Hughes at [phone].
C. Basis For Determination
The site (PIN 1820013402) contains a waterbody with an Ordinary High Watermark and is an unnamed tributaryUT)_
to Sharron Creek, a Relativelv Permanent Water (RPW) that drains to the Shallotte River, a Traditionally Navigable
Waterway. This determination is based on an office reverification by Emily B. Hughes (11SACE) on 1/24/2014.
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The deli neat ion/determinatiori may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. if you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room IOM15
Atlanta, Georgia 30-103-8901
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by Aaril 3, 2014.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
—. correspondence.**._..
HUGHES.EMILY.BURTON.128907 DN dUS oM Sfa m6 MtYJ�4 Dori -Pa —Usk
i—
nrwK f4fyel.+YnD.a,Ir•+0,3}F1
Corps Regulatory Official: 3660
Date Ap_ri13, 2014 l;xpiration Date Aaril 3, 2019
Copy furnished:

OF AD1ViINISTRATIUE APPEAL OP-gTIONS'AND^RROCESS�AND.
yLN,OTIFICA4TiON
k ` REQUEST FOit APPEAL .>�
4 ' ' �� X
r;'� .-Ii_
A licant: Milliken and Lennon, Inc. File Number: SAW-2001-00233
Date: Feb. 3, 2014
Attached is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
PROFFERED PERMIT (Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I -,The folloWink identifies your rights and options regatxiingan administrative appeal of the above decision.
Additional inforniatiot may be found at hftu://www.usace.artny.iiiii/inet/functions/cw/cccwQ/reg or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit
• " ACCEPT: If you received a Standard Permit, you may'sign the permit document and return it to the district engineer for final
authorization. if you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Pen -nit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
pennit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This fonn
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II 7 RE UEST FOR APPEAL of OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR. APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new iriforniation or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may also
appeal process you may contact:
contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
attn: David E. Bailey, Regulatory Specialist
CESAD-PDO
Wilmington Regulatory Field Office
U.S. Army Corps of Engineers, South Atlantic Division
69 Darlington Avenue
60 Forsyth Street, Room IOM15
Wilmington, North Carolina 28403
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have theapportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, attn: David E. Bailey, Regulatory Specialist, 69 Darlington
Avenue, Wilmington, North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr..Iason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

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Brunsuriek
Lockuvod Folly
Shalla to
18200134

SOSID: 1111338
f� 4 Date Filed: 4/19/2018 11:59:00 P\7
BUSINESS CORPORATION ANNUAL REPOR
,r,• 3^ Elaine F. Marshall
North Carolina Secretary of State
10-2017 C20.1 S .13.-1 01.1.54
NAME OF BUSINESS CORPORATION: Cook Out -Kings Mountain, Inc. —
SECRETARY OF STATE IDINUMBER: 1111338 STATE OF FORMATION: NC
REPORT FOR THE FISCAL YEAR END: 12/31 /201 7
SECTION A: REGISTERED 'AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: ,leremv A. Reaves
2. SIGNATURE OF THI= NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
15 Laura Lan, e, Ste 300
Thomasville, NC 27360 Randolph
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
15 Laura Lane, Ste 300
Thomasville, NC 27360 Randolph
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF ATURE OF BUSINESS: Restaurant
2. PRINCIPAL OFFICE'IPHONE NUMBER: (3361 313-5226
4. PRINCIPAL OFFICE
15 Laura Lane, Ste 300
ADDRESS & COUNTY
Thomasville, NC 27360 Randolph
3. PRINCIPAL OFFICE EMAII 11rivae), Redaction
I ❑�
5. PRINCIPAL OFFICE MAILING ADDRESS
15 Laura Lane, Ste 300
Thomasville, NC 27360 Randolph
6. Select one of the f6 lowing. if applicable. (Optional see instructions)
The company is a veteran -owned small business
The company is a service -disabled veteran -owned small business
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME Jeremy A. Reaves NAME: Morris G Reeves NAME:
TITLE: President I TITLE: Treasurer TITLE:
ADDRESS:
15 Laura Lane, Ste
Thomasville, NC 273
SECTION D:
entity.
ADDRESS:
15 Laura Lane, Ste 300
Randolph Thomasville, NC 27360-6396 Randolph
F ANNUAL REPORT. Section D must be completed in its e
ADDRESS:
SIGNATURE
Form must be Signed by an officer listed under Section C of this form.
vIOItRIS G.AV1uS, l ?f Sec-Trea'
"—P'n t or Type Name of Officer Print or
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $25
MAIL TO: SecretaIry of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525
a personlbusiness
NOV 2 9.2010
title of officer
BY: -

15 LAURA LANE, STE 300
THOMASVILLE, NC 27360
[phone]
November 27, 20t S
TO WHOM IT'NIAY CONCERN
Re: Cook Out Resta6rants
4455 Main Street, Shallotte, NC
County Tax Parcel # 1820013403
Stormwater Approvals
Dear Sir/Madam.
This letter is to acknowledge that W. John Armheld is Cook Out's Vice -President of
Construction and Development. Mr. Armfield will attend the hearing on November 29`I'
regarding stornnvater approval on the above -referenced site and is authorized to execute
documents in connection with this project.
$liotild you have any questions, I can be reached at [phone].
Very Truly Yours,
COOK OUT RESTAURANT
/J'
Jeremy A. Reaves, President
cc: J. Christian Russell, PE
E EIVE
NOV 2 9 2010
J
BY:-

B-USINESS CORPORATION ANNUAL REPORT
10-2017
NAME OF BUSINESS CORPORATION: Milliken & Lennon, Inc.
SECRETARY OF STATE ID NUMBER: 0096318 STATE OF FORMATION: NC
REPORT FOR THE FISCAL YEAR END: 1 2/31 /201 7
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: WFS(-:C)TT St IF r
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
E - Filed Annual Report
0096318
CA201810601217
4/16/2018 08:55
❑ Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
14 Stone Chimney Rd
Supply, NC 28462-3374 Brunswick County
SECTION B: PRINCIPAL OFFICE INFORMATION
4. REGISTERED OFFICE MAILING ADDRESS
14 Stone Chimney Rd
Supply, NC 28462-3374
1. DESCRIPTION OF NATURE OF BUSINESS: Real .Estate Investments & sales
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
14 Stone Chimney Rd 14 Stone Chimney Rd
Supply, NC 28462-3374 Brunswick County Supply, NC 28462-3374
6. Select one of the following if applicable. (Optional see instructions)
11 The company is a veteran -owned small business
The company is a service -disabled veteran -owned small business
SECTION C: OFFICERS (Enter additional officers in Section E,)
NAME: SUE C WESCOTT NAME: Alvin E Milliken , Jr NAME: Alvin E Milliken , Jr
TITLE: President
ADDRESS
14 Stone Chimney Rd
Supply, NC 28462
TITLE: Secreta
ADDRESS:
4816 White Street
Shallotte, NC 28470
TITLE: Vice President
ADDRESS:
4816 White Street
Shallotte, NC 28470
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a personlbusiness
entjtyUE C WESCOTT 4/16/2018 nECEIVE
SIGNATURE DA7 NOV 2 9 2018
Form must be signed by an officer listed under Section C of this form. t
SUE C WESCOTT President
Print or Type Name of Officer Print or Type Title of Officer
This Annual Report has been filed electronically.
MAIL_ TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

ASSIGNMENT OF CONTRACT
This Assignment of Contract is made and entered into as of the t,ZN day of December,
2018, by and between JEREMY A. REAVES ("Reaves") and COOK OUT -KINGS
MOUNTAIN, INC., a North Carolina corporation ("Cook Out").
WITNESSETI-1:
WHEREAS, Reaves, as buyer, has entered into an Agreement for Purchase and Sale of
Real Property having an effective date of September 28, 2018 (the "Contract"), with Milliken &
Lennon, Inc., a North Carolina corporation ("Seller") for the purchase of a tract of land at 4455
Main Street, (Tract 1), Shallotte, North Carolina (the "Property");
WHEREAS, Reaves desires to transfer and assign to Cook Out and Cook Out desires to
accept all of Reaves' rights, title, interest and obligations in and under the Contract and in and to
the Property;
NOW, THEREFORE, for and in consideration of the fulfillment by Cook Out of the
obligations of Reaves under the Contract, the receipt and adequacy of consideration being hereby
acknowledged, the parties hereby agree as follows:
1. Reaves does hereby transfer and assign to Cook Out and Cook Out does hereby
accept the assignment of all Reaves' rights, title, interest and obligations in and to the Contract
and in and to any earnest money delivered in connection with the Contract.
2. Reaves does hereby direct and authorize the Seller to make, execute and deliver to
Cook Out a deed for the Property and any other documents required to be delivered by the Seller
pursuant to the Contract.
IN WITNESS WHEREOF, the parties hereto have executed this Assignment of Contract
as of the day and year first above written.
Jff A. Reave
COOK OUT -KINGS MOUNTAIN
[(// Jeremy A. Rea

r
ercis-AGREEMENT FOR PURCHASE AND SALE OF REAL PROPERTY
ereialAlllaece
113
0EA001 ' North Carolina Association
ofRF-ALTORS'o
THIS AGREEMENT, including any and all addenda attached hereto ("Aereement"), is by and between
JEREMY A. REAVES, OR ASSIGNS, a(n) resident of Randolph County, North Carolina ("Buyer"). and
(individual or State of formation and type of entity)
MILLIKEN & LENNON, INC., a(n) North Carolina corporation
(individual or State of formation and type of entity)
FOR AND IN CONSIDERATION OF THE MUTUAL PROMISES SET FORTH HEREIN: AND OTHER GOOD AND
VALUABLE CONSIDERATION, THE RECEIPT AND SUFFICIENCY OF WHICII ARE IIEREBY ACKNOWLEDGED, T11C
PARTIES HERE•rO AGREE AS FOLLOWS:
Section 1. Terms and Definitions: The terms listed below shall have the respective meaning given them as set forth adjacent to each
term.
(a) "Property": (Address) Tract I or4477 Main Street, Shallotte, NC containing 0.77 acres as shown on Map Cabinet
108, Page 25, Brunswick County Registry, together with appurtenant easements for utilities, access, and stormwater.
Plat Reference: Lot(s) Block or Section _ as shown on Plat Book or Slide
at Page(s) . . ...---.- ._ __ - County, consisting or -_ acre:.
❑ Irthis box is checked, "Property" shall mean that property described on Exhibit A attached hereto and incorporated
herewith by reference,
(For information purposes: (i) the tux parcel number of' the Property is: a portion of 1820013402, (ii) some or all or the
Property, consisting of approximately 0.77 acres, is described in Deed Book 585, Page No. 578, Brunswick County.)
tf>;ether--w:it#-all-ba ildin�s-a nci-r+Np�l�+nrr}h-FhKr�.11}-an+#-a I I-#i xt ore. -a nt4-ap$t+Herr�+Rees-thrretcr-and-a}#-pe�++a�preprrty-••if�-�+na-
item iced-oa-F,xivi bilk
(b) "Purchase Price" shall mean the sum of
001100 DOLLARS, payable an the following leans:
(i) "Farnest Money" shall ITICrin
or terms as follows:
and 00/100 DOLLARS
.... and
Upon this Agreement becoming a contract in accordance with Section 14, the Earnest Money shall be
promptly deposited in escrow with HIGGINS BENJAIMIN, PLLC (name of persorCentity with whom
deposited- "Escrow Agent"), to be applied as part payment of the Purchase Price of the Property at Closing.
or disbursed as agreed upon under the provisions of Section 10 herein.
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Buyer Initial Seller Initials
Page I of 10
AsMI iillan I;orm No. SBUT C Revised I20IS•'12017
Printed by Agreement with the NC Bur Axsnciulion
"this standard farm has been uppraved joinnv by: North C:lrolioa
North Carolina Rur Asxnciotion NC Ror Firm Na. SSOT
Mirth Curulino tivrucialunl of 1tc� rs�n� ���"' 'I'
DEC 0 3 2018

U•\f)1•;it=f HF:•I'NO'r�i�lO:\ti OI� tiF;t-..f•111� I+1-Ili•; ItF:I\,--{Itucrr�;'I'll�trsktier-W.nufratiur}?Gokuhrr
U-A`1wl\"l-1•;EtGJ'I�E{-AFt�I;D=I'IIE:KI{O,V•tiilr1i.11-lil•:1a)�f:=1'U=1'iIF:-:IGCOII�'l�E#L)Li)i';It-Iti
i'U\till)h.Ft:> I'EF):�-Of-TIII:-l-AVENSES-1\CUltltl•;I)-•II1=,MAINTAI,\ING--SUCll-•rI000t;NT
,xNh•I11":COk2US-ASSOGIATED TIIt:REWITI1.
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sueil-loan-
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heHl� ie848b1e o"ef-ihtdrm of-- - 4eill',tirtl it I ln•Linwri i/al it perioii,,-l' year>: }}F}"able-in-I noF hl"
ins'laIIfnenFa•of-principal-it)geIIier-wiIif- F{lctl-IIH1Ttil-,ln-tIle -,1111SMFit] in`-prin6pitI-i}i allce-al--ilee-r:[ic
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4Vtil}-Elle-Elrst-pert�tlp;d•pik4111eni•IaC_kI11IllFkutSii-the-lift!-tlil4�k,I•lhe•l}}l]nlll-ne\E-±lllCettiin �-lilr-[Iiklc'
,H�(-1,?;ink: e'1=�uiil uEh2i"-Err!)ti,:i-Enil4�l)d-�ti !ill'tile?!}-F:\Ill!}II-EI;-rIl•;:114-EI{)7y"-Elle•{!fJii}i�+elFy-ii[ii�-n};44•tey'
P Fepillil•H}-[+•l}ille-LSF--ht-pilrt-wll]k?kkl-l>'- Ililli4•i!n[I-withuu{-tilrtlleF-Etklc re�i-,.Hi-tile-;lEnal!!mi-prrpald-iT�nn•illr
dilie a'E-iuth-prepay 113e1}{-(NOT[::-Ifi-Ifie even( -of. litiver-s-subsetl tivii 1-defimI t-tklwn. i!-promissort•'-kll lie
and dced•of•IruSt-�iycn hereunder,-SeElrr-s reknellies'uul�'-1}e liuliled•1r)-foreclostire i)f-1he-Property:-If
the kferd of trust-�i4'ell-hereunder-is-suhurdirEltte[}-eel-seniiir-finllnei{}�,-Ihe-mnEerinl-fernl+of-such
finalicill!-intl,t=)r-set fnr(Il-ern-Fxhihit-Il.-If-,tie h-senior-ffnnncint!-is- sit bsegtiendy-foreclosed.-tlie
Seller-nmy-E}IEvrnn-rernrdti Urreeover-older-tlie. Fmic.J
(i4;-AsNukilsit ilkn-Ji-lhiii-tailmid-ohlit!atitm-ot'-'Sellei-
secure!!-ley-it-deed-„f-irkl.E-ten-the-l7ro}?rrt} -:u. h
ohligalion-ha4in�lti-.1lkt;;;lnl€in ltriniif):d-hafilncr t?1-S_ ------ --T-- -
ilFld•Cy3,1Nn�C,i•134-i1-n,)ic'-f'rarifl�-1!){ek C4i-i!{�tlFe-r;{lt'e�I ______--pertrllt-1_�_ _"•o}
per-ikllnnkii:;ik1i)-k�uriYnF-f)ik4knekli-;SnE,�hlni o{-S-
(,') Cash. balance of Purchase Price, at Closing ir. the amount or
! and 001100 Dollars.
(c) "CEr�" :hall mean the Chile oreompletion ol'the process derailed in Section I I orthis Agreement. Closinu ihall
occur on or belore -_ or fifteen (15) days from expiration of Ette Examination Period.
(d) "Contract mile" moans the hate this A reviictll has been fully executed by both Buyer and Seller.
(e) -Examination Period'- shall mean the period beginning on the first da}' after the Con( -,act Date and extending
through 5:00pni (hascd upon time at the locale or the Property) on one hundred twenty (120) days from the
Contract Dale. Buyer shall have the option to e.xtcud the Examination Period by one (1) periods of thirty (30)
days upon payment to Seller of an exleasinn fee of Fire Thousand Dollars (S5.000.00). The foregoing
extension fee shall be applied to the Purchase Price and shall he non-refundable except in the event of breach
of this Agreement by Seller. TIME IS or THEIi.SSEr\'Cli : IS TO THE Et';1.41V%A T10A' PFRIOD.
Auyzr Initial T�, Seller hEitials ,- _ - -
Palsc 2 of, 10
A.weiadoti form No 5f il' 0 Hcee,cd 1:201 _. 7r:pt , I hi, wndad f,m, Ims hacn apprnrce jointly h}• K,,nh t. xi ling
Prinfe;t I,% Agra-nien[ 16lh the NC Feu A,wciwwn North Carolina Fix Assnci:nion - N(' tear Fimn No 58+11'
North CarClina. "1h:iuti)nofFivalllir5'& In,;,-Slandnrd Form 5801'

I_t) "Brokers " shall mean:
The :Milliken Company f"List'sn Au cncy").
Alvin F. Milliken,.11'. ("E_rtihng Agent' - License 38334)
Acting :ts: iR Seller's Agent; ❑ Dual Agent
O (i)
and - NIA _ (" Sellim- Agency-).
("ScHiat> Agent"- License :
Acting as: Q Bu}cr's Agent: 0 Scllcr's (St1b )Agent:
"Seller's Notice Address" Shall be as Iullows:
Milliken & Lennon, Inc., lJ Stone C;himne% Road,Supply. NC 28JGZ
c-mail address: hmillil.cn.l.t i,lgrni:il.tum rat nunlhcr.-
except as sarie may be changed pursuart to Section
"•l3ucer'.s :\'olice Addre%%" shall be as lollowi:
Jeremy A. Rcaves, 15 Latira Lane. Suite 300, Thomasville, NC 27360
c-mail itddress: jreavcslincuokoul.Clm !ax ntuniier: ah-171-1349
except as same may be changed pursuant to Section 1-7.
0 Dual Aoent
If this block is ,,larked. additional terns of this Aureciuc it are set lilrth on Fthihii B attached hereto and
incorpomttcd'ncrein by refcrcncc. (Vote: Under North Carolina lacy, real Ovate agents art not permitted to
draft conditions or contingencies to this agreement.)
} lt-ill tti-lAt4'k--i�-fnarkrd-tdtl Iti Noll-wrrll� 4'1ill+-Az ern!cili-iii'r--,et-ti'rill-ton- t ht--7i1dkit ma i-12roM 0"lo ddgl lid toIll
t-l•tlrin i81-1.1-auilchetl-herctts ilr4il-!F(t�l{-l}�lriith{-i12 rC n!-l�i^rC(t+rNllle:
Section ?. Sale of Property and Payment of Purchase Price: Scllcr agrees to sell and Buyer a_g-rces to buy the Propcny for the
Purchase Price.
Section 3. Proration of rtpunses and Payment of Costs: Seller and Buyer agree that all proper,}' taxes (on a calendar Fear basis),
leases, rents, mort-age payments and utilities or ❑nv outer assunlcti liahilitiCS as detailed tin attached Fshihil 11, it any. shall he
prorated as of the date of Closing. Seller shall par for preparation of a deed and all other documents necessary to perform'Scller's
obli.-ations under this Agreement, excise tax (revenue stamps), arty deferred or rollback taxes, and other conve}ancc lees or taxes
required by law, and the fallowing: NONE
Buyer shall pay recording costs, coats of alto title search, tint: insurmcc, ourvcy. the curt of an,. inspections or investigations
undertaken by Baer under this Agreement and the; following: \O`E
Each party shall pay i,s own atturney's fees.
Section J. Deliveries: Seller agrees In use hest elTuns tit deliver Ito Royer as soon us rcosonably possible alter the Contract Dale copies of
all material information relevant to the Property in the possession ol' Seller, inclWil:g hill not limited to: title insoirmcu policies (;trod
copies of any documents rererenecd therein). surveys, soil test reports, environmental surveys or reports. site plans. civil drawings.
building plans. maintenance records and copies o1' all presently effective warranties or sen'ice contracts related to the Property. Seder
atnhorizes (1) any aaamey presently or previously representing Seller to relvauv and disclose any title insurance policy in such anumey's
file to Buyer and both Buyer's and Seller's agents and attorrtets, and i2) the Property's title insurer or its agent to r0easa and disclose ail
materials in the property's title insurer', (fir title in.urcr's aLcta's) life 10 Buvcr MICI hot}, 11111'er'S and Sellers agents and attorneys. If
Buycr?nitials Sailer hlitials
Pagto 3 of I(I
r7gneiliti«tl Porn: \'u. 9801' i, ties isr,l Ir:ul9, 7l2t)17 I luc'tatlda<d I'mil has teLtin apprtl cWJoiraly� Itv-:Jvrltl Ctuoltni
Printed by ,Ign:.mect with the *C: Bar Asi•,ci:uirn North Carulira Bar i%ssa_iatien MC Hat Form ko :811t'
Wirth Csr:,lina •laantiatiun nl Rcalulr.x:. 6a • Si.adard Paint 5,D I"

Buyer does not consummate the Closing Ibr any nation other than Scllcr default. then l3u•:cr shall rerun: to SAer all materials delivered
bv' Seller to Bayer pursuant to this Section t (or Section 7, irapplicablc), if any. and shall• upon Seller's request, provide to Seller cupics
or (subjectw to the ownership and copyright interests or the preparer thereol) any and all studies, reports, surveys and other information
rckiina directly to the Ptoperty prcparctl by or w. the requesi ur Buyer, its cnlployees and agents, and shall deliver to Seller, upon the
rclea;c of the Earncst Money, copies of all of the "bre oin without any warramy or rcprescntation by Buyer as to the contents. accuiucy
or correctness thereof.
Section S. Evidence or Title: Seller agrees to convey rce simple insurable title to the Property without exception ror mechanics• lien:,
Free and cic:tr of all liens. encurnbran(:es and defects of title other than: (a) zoning ordinances affecting the Property, (b) (_eases (us
defined it) Section 7, if applicable) and (c) specific instrument, on the public record at the Contract Date agreed to by Raver (not
objected to by Buyer prior to the end of the Examination Period), which specific instruments shall be enumerated in the deed
rurerenced in Section l I (items 5(a). ?(b) and i(c) baing collectivuly'•Permitted Exceptions"): provided that Seller shall be required to
satisrr, at or prior to Closing, any encumbrances that may be satisfied by the payment of a fixed sum of money. such as deeds of trust,
riortgages or staltrory liens. Seller shall not enter into or record any instrument that affect; the Propem. (or any personal property
listed on Exhibit A) after the Content Dele Wilhuul the prior written consent of Buyer, which %:unwnt shall not be unreasonably
withheld, conditioned or delevcd.
Section 6. Condilinns: This ALr:zmenl and the rights and obligations ot-the parties under this Agreement are hereby made expressly
conditioned upon iul:illment (or waiver by Buyer. whclher explicit or implied) ot•the following conditions:
Iitl-:L'esL•I.{IkIII:lheI3}}VefIl}lititl)rable it) okiit in. [lie -foan,-kf-}tr1V-Fe[eight:etl-IF)-Seq ioit-1(bi{-i3):`J{Wk}iltii:inttil�-;tttCl'-
-_ _ Seller-may-reeluem-IF} Krliln�-Ir(1131-I�1lVtr-il-cl)I!v-tlt-the-l'tlFn3131t111el1Ffeiielr-l-E"I;ttVei'-f;{It> [n
provi tie Seller-a-copy-ol-t lite-%:,)ill lit it File lit -10it! r'"ithm Iltt -{ ]•da4ti of-FriNlpl-elf �ieticF�ti-rtEl}fetil:--iht'n Seller-nlav--teFtu inatr-this
Agreenienl-leCopy-0 -1 he-%:oFnn))1 n12111-letter.
akrtl•lSuver-shalt) Freeivr .!•retuln.�l-)sill Fiem- btone'
(1%)-01131 fcl)tiol)-fnrY>ti+alit ptiun-=1:heot'1igaliollst13=t3uyeF-uEltter-t€li;.rlerce}vent:}rrcunJilit)rtzd-u{?uF)-13o�er-txi}i,-ablr
let-i{ysllnlrFI)� -rL: k+ikn�-Ioani]t!+i Fll?t{l-:lhetVt'.-•I I -+ski t}-;tsti4kl11 Pl1eln-reef {] Ir@tiII}t!INF}tleF-tiilpprteV i!];-till ti•2!-:kart'L'�-Et>'-i1jC-IE�-l4'tit-t•f�ttrl+l,f
.e4tire-+ut:It-appro4iiktntk,?-;tJvist•-Seller-iiniiwdiiiieN-tilyon-receipt ofilie- lefideFc:-tlrc-ision :-ApprEtOat-kttust-br ;F3m[ed-ult or-NCerr
. {ln:!F-410E,tl'e-ihisdale-tSilV2r-has•fha-Fi�tti-It!{Lrll}lens)tt:-ilits•r�3r2eFnent-tt)F-3aift)fe-Ee}-t?eaLIC-ltg
itsstull illy- foilt) ttt:seFibe"'xovte-b,, JZItverint-tag-5cfler-%ri;let ), no, leer•t)I-[L'rniinill itrfi•by-ilit!-}iN vt it;tie74imL-fteh'.,-<Jf (he-e.viei e.-
ItllveF-(fefiVrrti;i)tIl-n/)ii4t'-iltlj-:1�FCemen[-tihilll-t?C-!ii}it-i!n(1-Vt]lii-ales)-E_itFil�;E-�tt!n�V-;tlitlt-f1v'-rti43rldt'{f-EV-f34fV<Ff#^E[}14Cf fGilf.-Eta
tIt!Iltt!k=+ncll-IkglkeC; [hell-l;!}tier-yt•IlI•�edtemleil-lt)-i};t4r•t�itfVt'lf-[hk'i-�t?ndll FtiFl—L�1}fetiti{)r;!�I(Irttt)[hcF«!iN-i!)-SCf:iiUfi=*-Ilt'Ft't�I-ltil4t'F
all:klf-peV•afI-tars•antf-isi!Si>-;?StiJClat2d-51•'ifl!-i}!!V-illih-atitiiiE3lf?tk{)!1--E!lCI}!(I111�-;:IIV iititi}!F!lptltlll•ttt!•har�r`l;-L�Hik}t�fCnilt•F:--�t-t!r-t?�1t)FC
C-•losiIler-- 4a1I-assi-ti-ii 13ii"r aII--interry[-of-Selit:F-!}l-i!E)L-�atrrefii-iteserves-i?r escrow s-lie Id -by - the -lender—any-prnper[V
FI{:t)1a �ekndlli-CUM p;kIlV-@nd�Nrz�rllrF—lml'Ill(I)Ei�-bnl-reps-fH I} I}Bd-i{)-$fl:-IC'iiii)li--IIF}pr}t4elnr!)E-rtttieFV2sr Irit5Fn!+-cUn1Ft1)ri!tl I}-rrtiel'Vrn;
+ettn'ii4.deposittialufopeFalssnu•{,r-t:al)ilalre;erves•lilr-Whi,:h feller-;hi3ll-i?e•i Fclfliell-s:klEt•illntlnm}ti ;n-C-lt!ti{t}`;
(c) Title [tixalninalinn: Aficr the Contract bate:. !)liver -shall, at Buyer's expense. cause a title examination to be made of the
Properly herore the end of the hxamination Period. Ill the even[ that such title examination shall show that Scli&s title is not Icc
simple insurable. subject only to Permitted Exceptions, then Buyer shall promptly notify Seller in writing of all such title delects and
exceptions, in no case later than the end orthe Examination Period, and Seiler shall have thirty (30) days to cure said noticed derects.
Irseller does nut cure the derects or ohjuciions within shiny ( +b) days of notice thereof, then Buyer may ternirate this Akreement and
receive a return of Earnest Money (notwithstanding, that the Examination Period maV have expired). If Buyer is to purchase title
insurance. the insuring_ company must be licensed to do business in the state in which the propene is located. Title to the Property
must be insurable at regular rates, subject only to standard exceptions and Pemiined Exceptions.
(d) Same Condition: If the Propem, is not ir. substantially the saine condition at Closing as or the date of the offer.
rea;unahie near anti tear rxccpted, then tl•x Btlyci nwv (I] ter11 im-.IL• this Agrucincnt iutd receive a return of the Earnest Sfuney or (ii')
proceed to Closing whereupon Buyer shall be entitled to receive, in addition to the Property, any of the Sellers insurance proceeds
payable on account of the damage or destruction applicable to the Property,
(e) Inspections: Buyer, its assents or representatives, at Buyer's expense and at reasot}ablu times during normal business
hours, Shall have the right to enter upon the Propem• for the purpose o inspecting, fxanlining, conducting timber crlkes, and
Ciuye: Initi:tts\\T Sc lEcr Initial;" — _
Page a or 10
•vswaianor.. Form Na, jynE' i K:ctsv3 IP_llt:, W.101 F This standard Wtm Ir i been appratrdjaintly by: Nonn C:arolint
P,intcJ bt A:_;recr unt t%i:h the SC Har Ai�ccialion N,,ch Cwolina N. Atsociasion - \C filar 1'onn No 5NOT
North Caudioa ANWCi,lt6tn ed Rruhvr}"R. Inc -St mdze Farm ;X111'

survevin!, the P-operiy: provided• however, that Buyer shall not conduct any invasive teslin, of any nature without the prior express
written approval of Seller as to each specific invasive test intended to be conducted by Buyer. Buyer shall conduct all such on -site
inspections. e.x;}[ninatiorts, teslin„ tinther cruises surd surveying of the Property in a good and uarkmanlike manner, at Buyer's
cxpcnsc, shall repair any damage to the Propery caused by Buyer's entry and on -site inspections and shall conduct sane in a manner
that does not unreasonabiv interfere v th Seders or any tenant's use and enioyment of the Property. In that respect. Buyer shall make
reasonable efforts to undertake on -site inspections outside Of the hours Seller's or any tenant's business is open to the public, Buyer
shall provide Seller or any tenant (as applicable) reasonable advance notice of and Buyer shall cause its agents or representatives and
lihird party .service prodders (e.g. in mccton, suneyori, e[c.'I to ;?ive reasonable advance notice of any entry Unto the Propem•. Buyer
shah be obligated to observe and comply lvith any terms of am tenant lease which conditions access to ouch tenant's space at the
Property. Upon Sellers request. Buyer shall provide to Seller evidence of -encral liability insurance. Buycr shali also have a right to
review and inspect all contracts or other agreements 417ectin, or related directly to the Propery and shall be entitled to review such
hooks and records of Seller that relate directly to the operation and maintenance of she Property, provided, however, that Buyer shall
not disclou any inibrmation regarding this Property (or any tenant therein) unless required by law and the same shall be regarded as
con"idemial. to any person, except to its atiorncyx. aecauntauts. leaders and Other prole>siomd advisors, in which case Buyer shall
obtain their a,rcenicnt to naintain such confidentiality. Buyer assumes all responsibility for the acts of itself, its agents or
representative, in exercising its rights under this Section bie) and agrees to indemnify and hold Seller harmless thor any damages
resulting therefrom. "I'his indemnification obligation of Buyer shall survive the Closing or earlier termination of this Agreement.
Except as provided in Section u(c) above. Buyer shall have front the Contract Date through the end of the Examination Period to
perl'urm the above inspections, examinations anal 1t:sti ig, IF BUYER CHOOSES NOT TO PURCHASE THE PROPERTY, FOR
ANY REASON OR NO REASON, AND PROVfDF.S WRiTTEN NOTICE TO SELLER THEREOF PRIOR TO THE.
EXPIRATION OF THE EXAMINATION PERIOD, THEN THIS AGREENIENT SHALL TERNIINATE, AND BUYER
SIIA1. L RECEIVE A RETURN OF THE EARNEST MONEY.
Section 7. Leases (Check one of the following, as applicable):
(] If this boy is checked. Seller affirmative€y represents and warrants that there are no Leases (as hereinafter defined)
at)ectirig the Property.
If this box is checked. Seller discloses :hat there are one or niore leases aff'ectin, the Property ("Leases") and the
llollua'ing pnniaions are hereby made a part of this A,,recmem.
(a) A list of all leases shall be set forth on Exhibit B. Seller represents and warrants that as of the Contract Date, there are
no other Leases, oral or writen. recorded or not. nor any subleases affectins the Propery except as set forth on Exhibit B.
(h) Seller shall deliver copies ofany Leases to Buyer pursuant to Section d as ifthe Leases were listed therein:
(c) Seller represents and warrants that as of the Contract Date there are no current defaults (or any existing situation which.
with the passage of time, or :he giving or notice, or both, or at the election of either landlord or tenant could constitute a default) either
by Seller, as landlord, or by any tenant under any Lease ("Lease Default"). In the event there is any Lease Delhult as of•the Contract
Date, Seller agrees to provide Buyer with a detailed description of the situation in accordance with Section •1, Seiler agrees not to
commit a Lease DeF.tu11 as Landlord after the Contract Date, and agrees Further to notify Buycr immediately in the event a Lease
Default arises or is claimed, asserted or threatened to be avt:red by either Seller or a tenant under the [.ease.
(d) In addition to the conditions provided in Section b of this A-recmcnt, this Agreement and the ri-]its and obligations of
ep
the parties under this Agreement are hereby made expressly conditioned upon the assignment of Seller's interest in any Lease to Buyer
in form. and current acceptable to Buyer (with tenant's written consent and acknowledgement. it required under the Lease). Seller
agrees io deliver an assignment of any Lease at or before Closing, with any security deposits held by Seller under any Leases to be
transferred or credited in Buyer :it or beli,re Closing. The assignment shall provide: (i) Ihat Seller .shall defend, indemnify ;end hold
Buyerlhartnless from claims, lnsws, damage; and liabilities (including, without limiCnion, court costs and attorneys' fees) asserted
against or incurred by Buyer which are caused by or the result ofany default by Seller under any Lease prior to the date of Closing,
and (ii) that Buyer shall defend, indemnify and hold Seller harmless from claims. losses, damages and liabilities (including, without
limitation, cnl:n costs and attorneys' fees) asserted against or incurred by Seller which are caused by or the result of any default by
Rover under anN Lease aller the date ot'C losing.
]iuver Initials
a;<ncf:Ilion Finn \„ SAn 1' ,) Rrvi;_d 1121113,
I'nn[ud he Aercrrncnl uirlr plat NC t{m r\s.uciuunn
Scllcr Initia€s
Pau J; of 10
111i, aandard limn ha N:m appruwd joinrfv by: Nunh Carolina
North Carolina liar :Us,+cirrion - �'C: liar t'„m1 �o. 5:fff
Non Car. +Iina Ii.:citsdon of Rcut:orsx, In; - Stxndatd sprat ?sir '

(e) Seller :Ilia agrees iti ex CCBIC it deliver land wt+rh tlili_eI;IIy it Ailain any tenant Si natures nece*s:try for sarnel on_y
estoppel certificate; and subordination. nondisturbance and attomment agreenicots in such form as Buyer may reasonably rcquem.
Section S. Environmental: Seller represents and warranis that it has ne actual knowledge of the presence or disposal. cxr:ept as in
accordance with applicable late, within the building; or on tl,,c Property of hazardous or toxic waste or substances, which are defined
its those 5uhsEwccs. tmaeritak, Auld 11aSIe5, inc:fniing, but nol limited it), baize :uhcumces, materials and w'aaia listed in the United
States Depann-wnt of'frtnsporimion l lazardocs Materials Table (19 Cult fart 1 , 3.101) or by the Environmental Protection Agcocy aS
hazardous substance:: (40 CFR Part 302.4) and amendmcni.i thereto, or such substances. materials and wastes, which are or bccone
regulated under any applicable local. ;taie or federal law, including, without limitation, any material, waste or substance wh:ch is
(i) peireleurn, Ni) asbc;to%. i.iii) poltchlorinat•'d hiphenyIs. (iv) designated as a Hazardous Substance pursuant to Section 311 of the
Cican Willer Act of 11177 (33 U.S.C. y 1321) or listed pursuant 10 Section 307 of the Clean Water Act of 1977 (33 U,S.C. § 1317). (e)
defined as a hitxardous waste pursuant to Section 1004 ofthe Resource Conservatism and Recovery Act of IR76 (.S"_' U.S.C. §6R03) or
(vi) defined as a hazardous substance pursuant to Section 101 of the Comprehensive Environmental Response, Compensation and
LiabiEhy Act al It7RU I43 9601). Seller has no actual knowledge ofanv contamination of the Property from such substances as
may' have been disposed ofur stored on neighboring tracts.
Section t)• Risk of l.uShc7:uu:t6e/Repair. until Closing, the risk of 14s9 or damage to [tic Property, except its ulhenvise provided
herein, shall he borne by Scller. Except as to maintaining the Property in its same condition. Seller shall have no responsibility for the
repair ofthc Prnperty, including any improvements. unless the parties hereto agree in %+'ruing,
Section 10. Earnest Money Disbursement: In the event that any condition hereto is not Satislied, then the Earnest Honey shall be
relinnded to Royer, In the event of breach of digs Agreement by Seller, the i3nrne;t ivloney Shall be refunded to Buyer upon Buyer's
request. but such rcium sliall not afTect any other remedies available to Rnvcr• liir Such breach, In the event of breach of this
Agreement by Buyer, the Earnest Money Deposit shall be paid to Scllcr as liquidated dalnageS and as Seller's sole and cxelusivc
remedy for suer breach, but without limiting Seller's rights under Section 6(e) or Section 22 of this Agreement. it is acknowledged by
the parties that payment of the Earnest Money to Seller in the event of a breach of this Agreement by Buyer is compensatory and not
punitive, such atnnunt being a reasonable e;timation of the actual loss that Seller would incur as a result ol'such breach. The payment
Of the Earnest ,Nloncy to Sellcr sliall not constitute a penalty or torfeiutre hill actual compensation for Seller's anticipated loss, both
panics acknowledgine the difficulty determining Seller's actual damages for such breach.
NOTE: In the event of a dispmc between Seller and Buyer over the disposition of the Earnest ;Money held in escrow, a licensed real
estate broker is required by state law (and Escrow Agent. if not a broker, hereby n Ices) to retain the Earnest Nloncy in the Escrow
Agent's trust or escrow account until Escrow Agent has obtained a written release from the panics consenting to its disposition or
until disbursement is ordered by it court of compelent jurisdiction. Alternatively. if a broker or an attorney licensed to practice law in
North Carolina is holding the Earliest Money the hroker or altcuncy nt:sy depnSit ilte diSpuled monies with the appropriate clerk ol'
court in accordance with the provisions of N.C.G.S. 93A- 12.
Seller and Btiver hereby agree and acknowledge that the Escrow Agcnt assumes no liability in connection with the holding of tine
Earnest Money pursunni hereto except for negligence or willful misconduct of liscrow Agent. Escrow Agent shall not be responsible
lm the validity, correctness or genuineness of any document or notice referred to under this Agreement. Seller and Buyer hereby
agree io indermiil'v, prolecl, save and hold harmicss Escrow Agent acid its sncccssors, assigns and agents pursuant to this .4grccrnem.
from any and all liabilities, obligaions, losses. damages, elairrlS, actions, suits, r:os1S or expenses (including attorney fees) of
whatsoeycr kind or nature imposed on. incurred by or asserted against Escrow Agent which in any way relate to or arise out of the
execution and delivery of this Agreement and any action taken hereunder: provided, however, that Seller and Buyer sliall have no such
obligation to indentnify, save and hold harmless Escrow Agent for any liability incurred by, imposed upon or established against it as
it result of Escrow Agent's negligence or willful miscondtct.
Section 11. Closing: At or be:ore Closing, Seller ,hall deliver to Buyer a ipecntl %yarr:rity deed unlezS mherwkt: Specified an Exhibit
B and other documents customarily executed or delivered by it seller in similar transactions. includin_ wahout limitation, a bill of sale
for any personalty listed on Exhibit A. an owner's affidavit, lien uaivcr ti)rrtss (and such other lien related documentation as shall
pennit the I'roperr to be convcyted free and clear ofany claim for mechanics' lien,) and a non -foreign status affidavit (pursuant to the
foreign lnvestmeni in Real Property'Tax Act), and Buyer shall cause to be delivered the funds necessary to pay to Seller the Purchase
Price. The Closing :hall he conducted by Buyer's attorney or handled in Such other manner as the panics hereto may mutually agree in
uri[ing. Possession shall be delivered at Closing. unless nthe:nwisc agrecsl herein. The Purchase Price and ulher• finds lu he dishrrrsed
pursuant to this Agreement Shall not be disbursed until the Buyer's attorney's (or other designated settlement agent's) receipt of
authorization to disburse all necessary hands.
Buyer Initials Seller Initials
Noe 5 or 10
ob 06ilti'M Foal `') 59t) I'(', Itm isce! t!Zn19. 7 Zti]-, I his aIandard )grin has hccn approved jnindy by: Nunh Gicolina
I'eiffini hp AgMMICnr t,ilh the N(: Bar Asuteiafiun Noilli Carolina Rev A;anr.iarion - M'Mir rorn+ No 5sirt
vnnh C:uoIina Association ol'ItcaltON$A% Inn. - Standard Futm 580'I'

Section 12. Notices: Unless otherwise provided herein. all notices and otter communications which may be or are required to he
given or made by any party' to the other in connection herewith ;hall be in tvritin-1 (Which shall include electronic mail) and shall be
deemed to hays: been pr6perly given and received (i) on the crate delivered in person or (iij the date deposited in the United States
mail, registered or certhtied, renim receipt requested, to the address:, set 0u1 in Section I(g) as to Seller and in Section i(h) as to
Myer, or at Such otlicr addresses as specified by written notice delivered in accitrdanve herewith, (iii) upon the sender's receipt of
evidence orcontplete and Successful transmissiun ut'electronic mail or I'acsinhilc to the electronic mail address or facsimile number, it
any. provided in Section 1(_) os to Seller and in Section l(h) as to Buyer or fiv) or. Lhc date deposited with a recognized ocemight
deliver} service, addressed to the addresses set out in Section I(_z) as to Seller and in Section Wit as to Huyer, or at such other
addresses as specified by ~written notice delivered in accordance hercnith, if a notice is sent by more than one method, it will be
deemed received upon the earlier of the daLei ofreccipt pursuant to this Section.
Section 13. Counterparts: Entire Agreement: This Agreement may be cxccuted in oar or more counterparts, which taken together,
shall constitute one and the same original document. Copies of original si,—naLure pages of this Agreement may be cechangcd via
facsimile or e-mail, and arty such copies shall constitute originals. 'This \yreemcnt constitutes the sole and entire agreement ,more,
the parties hereto and no modfl-Wation of this Agreement :hall be binding unless in writing and signed by all parties hereto. The
invalidity ol'oae or more provisions of this Agreement shall not afreet [he validity ofany other provisions hereof and this Agreement
shell be construed and enforced US if such invalid provisions were not included.
Section 14. Enforceability: 'this Agrcement Shall become a contract when signed by both Buyer and Seller and such signing is
communicated to both parties: it being expressly agreed that the notice described in Section 12 is not required for of ective
communication fitr the purposes of this Section 14, The parties acknowledge and agree that: (i) the iititials lines at the bottom oreach
page of this ,Agreement are merely evidence of their having reviewed the [outs ur each page, and (ii) the complete execution of ,ugh
tn[tials lines shall not be a condition of the crrectiveness of this Agreement. "fhis Agreement shall be binding upon and inu-e to the
benefit ofthe aardes, their heirs. successors and assigns and [heir personal representatives.
Section 15. Adverse Information and Compliance with La%%%-
(a) Seller hnoivlcd<oc: Seller has no acwitl knowledge of (i) condeninetion(s) affecting or contCmplatCd a ith respccl u, the
Properrv; (ii) actions, suits or proceedings pending or thrcatcred against the Property (iii) changes contemplated in any applicable
taws, erdirances or restrictions ah'tec[in_ the Property: or (iv) governi:tental special assessments, either pending or confirmed. for
sid:wvalk. paving, water, sewer, or other improvemems on or adjoining the Property. and no pending or confirmed owners' association
special assessments. except as follow; ( Insert `Tone" or the idcn[itication of any matters relating to (i) through (iv) above. ifaav):
\C1VF.
Mott:: For purposes of this :Agreement, a "confirmed special assessment is dcf-fined as 2n assessment that has been approved by a
governmental agency or an owners' association for the purpose(s) Stated. vvhether or not it is firhly payable :tt time of closing. :A
'pending' special assessment is delined as an assessment that is under formal consideration by a governing: body. Seller shall pay all
ownersassociation itssessinents and all gov'Cmmental assessments confirmed as of the date of Ciusing. if anv. and Buyer shall take
bj title Subject to all Pending zisesSMCIIIS JISGIU5ed by Seller herein, if any.
Seller represents that the regular owners' association dues, if any. are S _ . _ _._N,' A 4 - _ per
(b) Compliance: To Seller's actual kno�%lodge. ('t) Seller has complied with all ;applicable lawe, ordinances, regulations,
statutes, rules and restrictions pertaining to or affening the Property: (ii) perlorntance of the Agreement will riot result in [Ile breach
of, curimitute anv dt:fauli under or result in the imposition of any lien or encumbrance upon the Property under any agreement or otter
init.umew to which Seller is a pang or by which Scllcr or the Property is hound; and NO there are no let_al actions. runs or ,Hier leg d
or administrative proceedings pending or threatened a_a rst the Property. and Seiler is not aware of any- facts which might result in
any such action. suit or other proceeding.
Section 16. Survival of Representations and Warranties. All representations. warranties. covenants and agreements mad_ by t he
parties herein shall survive etc Closing roil delivery of' tee deed. Seller shall. at or %vithin iix (6) months after the Closing, and
without further consideration, execute, acknowledae anti deliycr to Burcr such other documents arid. in.trumctus. and take much other
action as Buyer may reasonable: request or as may be necessary' to more cffcctivcly transtcr to Buyer the Properry described herein: in
accordance with this Agreement.
Buyer initials 0—Ij Seller Initials
Pane 7 of IU
As;ocia6on Iona Na SaflT A Rcvocd I!Zt115. 7'201 . Ihis standard Germ 112; hccn apprnvcsf jcinrlw' hp: North CawIina
''tinted h% Agrccraem •.with the S:C H:Ir l%@NCIII11,41 N:rrh t'amlins Firer A<cuciatina - M' titre Fnmi No 9varr
Kurth L7ur Tina Asmeciation of Realtor~ ra. Inc -?tandard ?- xmi ; NlrI'

Section 17. Applicable Law: This Aerectrient shall be construed under the Ian's of the state in %%Iiieh the Property is localcd. This
form has only been approved for use in North Carolina.
Section 18. Assignment: This agreement is ti-eely assignable unless otherwise expressly provided on Exhibit B.
Section 19. Tax -Deferred Exchange: In the event Buyer or Seller desires to eilect a tax -deferred exchange in connection with the
conveyance of the Property. Bttycr and Seller agree to cooperate in effeclin, such exchange: provided, however. that the exchan_,ing
party shall be responsible for all additional costs associated %%ith such exchange. and provided further, that a noo-exchanging part'
shall not assurne any additional liability with respect to such tax -deferred e..xchange. Seller and Buyer shall execute such additional
ducantenls, at no CUSt lU the nun-e.ultangirtg tarty, -.!s shall he required to effect t„ this prnvisiuu.
Section 20. 1•Iemorandum of Contract: Upon request by either party. the parties hereto shall cxceutc a memorandum of Cntrtct in
recordable form setting forth ¢ECI} provisions hereof (other than the Purchase Price. and tither sums due) as either party may wish io
incorporate. Such memorandum of contract shall contain a statement that it automatically (errnin:ues and the Property is released from
any effect thereby as of a specific date to be stated in the memorandum (which specific date shall be no later than the date ofClosinL).
'i'lu cost ufrccorr ing such roclnorandum of contract :hall he honte by the party requesting, cxcculion of's;une.
Section 211. Authority: L••ach signatory to this Agreement rcprescnts and warrants that he or ,;hc has full authority io sign this
Au. -cement and such instruments as may be necessary to effectuate any transaction contemplated by this Agreement on beF.alf of the
party for whom he or she signs and that his or her signature hinds such party.
Section 22. Brokers: Except as expressly provided herein, Buwcr and Seller agree to indenmiiy and hold each other harnilesti from
any and all claims of brokers. consultants or real estate agents by. through or under the indemnifying party for tees or commissions
arising ouL of the sale ofthe Property to Buyer. Buyer and Salicr represent and warrnt to each other that: (i) except as to the Brokers
designated under Section I(fI of this Agreement, tliev have not emplord nor engaged any brokers, consultants or real estate agents to
br involved in this transaction and (d) that the compensadfin of the Brokers is established by and shall be guvemed by separate
agrccnients entered into as amongst the 13rnkcrs. the Buyer and:ur the Seller.
Section 23. Attorneys Fees: if fugal proceedings are instituted to enforce any provision of this Agreement. the prevailing part% in the
proceeding shall be entitled in recover tram the not -prevailing, party reasonable attorneys tees and court costs incurred in connection
with the proceed;n;.
—f,-JFS.NS-1 N:rIIFci'IC STi;CC{3-.I I' he-adiat ew-box-Is checke,i: Seller -di c ;rti-kIiitt-(lie -Property- has- been- ekiti-pFe%-itiusly
{tllher-H}-tkl}t?le--t)Y kn-l?stet)-wltll-ilkl—N.\Fe'riUr-IitikkiatErk�-if37il-tlnitil}IIt�+�tiFCltl—F:�rrtirnl77}I4-�nitKn-iiti—ISII•_S-fir='�4:ft(ite:tlC->(irti�t�-
`e'iit'� It}iliirG rkl� Fe'pre'_k'ii(it4lslrtti•ilE»�4'arrunlic'ti lide tendew-del e"ll lnal li ills
itith respect tt} conditionts related -It} or -occasioned by the 2K7tiEtI1�Y tiI tillilt l}}44[t rl;llti t-(Itr-Prk�l?rR4:
Buyer Iniiia1
Ps;Kid [sort: Farm Nu. 580 1 t;, Re%iscd !;?II I5. ;!,',Ill 7
Printed by Agrm1wi, -ilh ill: NC M1 A1WLiati01l
IFND of PAGE)
Seller Ir.'ttia • - _ _
Page 8 of lQ
Il,ii itandard inrw hj5 necri Lipp. inco I, inrl}' tit': North Carolitm
Noah Candma Rar A,,c;J rtion — NC. But Ferri NI+ 5,•!or
3:iinn Carolina A;sorwinn of keallnr� a•. Iric. - 5lar lard Farm i.fl I

THE NORTH CAROLINA ASSOCIATION OF REAL'T'ORS!W, INC. AND 'rHF. NORTH CAROLINA BAR ASSOCIATION
NIAKE NO REPRESENTATION AS TO TI LE LEGAL VALIDITY OR ADEQUACY OF .ANY PROVISION OP TIIIS FOR,NI IN
ANY SPECIFICTR ANSACFION. If YOU DO NOT UNDERSTAND THIS FORM OR FEEL THAT IT DUES NOT PROVIDE
FOR YOUR LEGAL NEEDS, YOU SHOULD CONSULT A NORTH CAROLINA REAL ESTAFE ATTORNEY BEFORE YOU
SIGN IT.
BUYER :
Datc: Septcmherj�,-J_ . 2018
SELLER:
,MILLIKEN & LENNON, INC.
Name: _sue G_. wes C lait —
Title:
Date: September a1 , 201E
The undersigned hereby acknmvIedoes receipt tar the Earnest 1NIoney set karih herein and agrees to hold said Earnest Moncy in
accordance with the terms hereof.
NI NS B JAMUN. PLLC
Daic: S�r _, 2018 By----
.l alf, Anomey
Buver hiitialst V Se11er Enidals _.
Page 9 of It)
,V-%Dziation morn Na, 5110T C R,viscd 1)2015. 712017 This S:artdard loam ha_ bzen approved icintty b}': Minh Carolina
Prinicd by Agreement %%iJr the NC Bw A-'sociatiun North Urnlim Bar As;ncimion - NC Bar Form No. 58ol'
North Carolina Associ mon of RealurryK5, Inc. - Standard Form 5SUr

EXHIBIT 13
To
Agreement for Purchase and Sale
Between
Milliken R Lennon. Inc. ("Seller)
And
Jerernv A. heaves or Assigns ("Buyer")
1, Contingency. The parties acknowledge that this Agreement is Ccatlingent upon Buyer entering into a common grading
and storm water plan with the owner of adjacent Tract 2, which plans shall be finnlized prior in expiration of the
Eeaminatiun Period.
2. f ivirunmental Sludies-Buyer acknowledges electronic receipt of an environmental report entitled "PHASE f
AND 11 ENVIRONMENTAL SITE. ASSF.SSNIFNI ' Fm rlIE 4447 MAIN STREET 2.31 ACRE TILACT-
SHALLOTTE. BRUNSWICK COUNTY NORTH CAROLINA-ARAM PROJECT NU. 16239-JANUARY 10.
2017" perrormed by Applied Resource Management. P.C. and a prior environmental report perfornted by, Soil
& Environmental Consultants, Inc.
3. Wetlands -Buyer acknowledues electronic recciot of a wetlands certification based on delineation of a larger
tract which the the "Property" was a part of'.
4. Septic Tank -The "Property" has an inactive septic tank.
Buver Initials ✓ Scller Initia
Vage tU or to
Association roan -No. 5$01' 2: Rcvi�cd 1,2013. 712n17 'Phis stm,dard tiros: has bmi approvcdjoiady by: North Ctucdina
Printed b) Agrccmcm with IN INC Ilm Asucimion hlurtlr Carolina Hat Ansociatiuo - NC But Form( till. 731T
North Carohml A5SNCiaiintl 41 R:alto;10, Inc - Standard Fora i3l)'r

e- r
•
9
96" MGT
.-,r�585i�i578
Kerhe Tm ' Rerorduu Tmr_ Bwk w d per
Tax lat No. Parcel Identifier N-
Varified bJ County on the d•y of , !9
by .. ..
Mail after recording to MILLIKEN & LENNON , INC .
PO BOX ..24,.SHALLOTTE. NC 28459
Thla instrument was prepared by A. EARL XrLLZKEN .,
Brief description far the Index
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this - 5 —day of G try . ID 84 . by —d between
GRANTOR
GR.,Lt TEE
A. EARL MILLIKEN and wife, MILLIKEN & LENNON, INC.
CLARA R. MILLIKEN, AND
C. PRANK LE NON and wife, (A corporation based in
MURIEL D. LtiNNON Brunswick County, NO
PO BOX 24. SHALLOTTE, NC 28459
PO Box 24, Shallotte. NC 28459
F. t. apsresrW. at.rk t., ..ca S—ty; --. a/d.r.r. —L it aPsm'wlare. rharara,r .r ,.tic,, cW r.rpral— w Part —hip.
The designation Grantor and Grantee as used herein shall include said parties. their h-fs. nucce5surs. anti aesirn,. and
shall include singular, plural, masculine, feminine or neuter as required be context.
WITNESSETII. that the Grantor, for a valuable consideratinr. paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents dots zmnt, bargain. hell and cun.ey, unto the Granre: m tee simple. all :hat
certain lui or parcel of land aitiiatrd in the City of IOCKWOOD FOLLY T—n-hip.
BR[ NSWICK Founty-. North Carolina and more parti—Lrly de.:rt UIVJ :iw fidl,iW.:
1. BEING all of that property known as Tract A. Deed Book 419
at Page 555 and '[root #6 Deed Book 399 at Page 348 except for
that property desiQ ated"Hemingway Wood, Inc. shown on Map
Book 0 at Page 327.
2. BEING all of that property as recorded in Book 570 at Page 115,
Brunswick County Registry.
3. BEING all of that property as recorded in Book 421 at Page 282.
Brunswick County Registry,
4. BEING all of that property as recorded in Boor 467 at Page 127.
Brunswick County Registry.
5. BEING all of that property as recorded in Book 503 at Page 264.
Brunswick County Registry.
6. BEING all of that property as described in item #1 of this
deed except for that property comprising- 2.538 acres deeded to
Hemingway Wood, Inc., as shown on a map recorded in Book P
at Page 4, Brunswick County Registry.
NOV 2 9 2O1
6r:

;; � -.:. a
"0585 - 6579
The property htmina-bove described was acquired by Grantor by irtItTUVARnt recorded in
. .... .... ....... ...... ..... ... ..... ... ............. I I .. .. I . ...... ........
A Map ■howivir the above de&cribed property in recorded in Plat Book paj"
TO HAVE AND TO HOLD the aforesaid lot or parcel of land And all privileges &Ed apgurten"c" thereto belonging to
the Grantee in fee simple.
Ara the Grantor covehintA with the Graht". that Grantor is seized of at prerniaev in fee simple. has the right to convey
the a&= in simple, that title is marketable and free and clear of all encumbr2nce3, and that Grantor will warrant and
defend the title against the lawful clxiwa of all "rson2 whomsoever tierpt far the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
xx WrTNZI. tk. Gras ". ­­. W kk. 4— oaf rat. rr A b- W M.
b, — awl ­­l" alfM.n sae 1. was to M "1.— W,11.1d by as
.1
------- ------------- C.rsarbU - W—) ............... _X EARL M-�, 1 EN ...... ..........
Ct I
jlk� - ----­----­­ ­1 ...... ­ ...... ------------------
C------ -------- _A.
----­---------------------- r-36-2
C. FRANK LENNON
........... 2--y S-01 A
YURIEL n. LENNON
wzert__SIAAH, Nuenrin C"OuxA ----_----------- c—,
L - n—Y "Nk -1 ias ­w, .ere stwa 0--s. --ay —1 C. FRANK- and--MURIEL--D.-
KUM SMREI UBMN
. LZMW -4. A. ZARL - and- -CLARA__R_. XILLIKM --------- __ -----_---------
2
140TA" ftwx . . .. . .
A-4 vd &.7 V — ----------------- 105
..
NORTH CAxoLINA - ----------------------------------
L. Nb_ (vabm .4 ter. c--r —d 9'.W -------- ----------- ......... -----------
at rrra....11r racer W., r Las+ d., w,A U— ---- err - ----------- -------------
N."k C­4lw. -,.,we.-, --# 1", .1 aalY.ntf awl
■
61 ----------- .. .. .....................
Ira— wr We bbe arILw .ta�ap .0L W, _..._..Rat err --------------------------- ----------•
-
30, ­.h.— ........................................ ------------------- tram "ba.
It's. C.—W.W., a ....... MarvJs ......... ----------
----------- ------- ........ ..... ... ....................................... .............. --------------------------- I ----------
­­­ ---------- ...... ------ ------ ........ ......... ------------
M'— ­Ihrd 4. M gw,­,Ja -d It Ice. eo, ..& IL.. ..d . 1" 15-6 ." V`y. "—. — 120
haw P". b­.a. Prerpeff hin 22nd"day of DeLaber 1984 at 2r31 P.M.
,x� .1 ...Los - a. brunswick ......
ply ------------ ..Faye Dickerson, Ass t—
■ c. Rr. a— V­ Is.—d 10TI
ro ga- — _O". - rbr
Fj

`3r ! ` LIMITED LIABILITY COMPANY ANNUAL REPORT
-
ly
1012017
NAME OF LIMITED LIABILITY COMPANY: G & H Hauling, LLC
Fling OfAce Use only
SECRETARY OF STATE ID NUMBER: 1475244 STATE OF FORMATION: NC E - Filed Annual Report
1475244
CA201807401051
REPORT FOR THE CALENDAR YEAR: 2018 3/15/2018 09:54
SECTION A: REGISTERED AGENT'S INFORMATION Changes
1. NAME OF REGISTERED AGENT: Gause. PhilliD D
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
4623 Maple Hill Rd
Shallotte, NC 28470 Brunswick County
SECTION 8: PRINCIPAL OFFICE INFORMATION
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
4623 MaDle Hill Rd
Shallotte, NC 28470
1. DESCRIPTION OF NATURE OF BUSINESS: Trucking/Hauling
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
4623 Maple Hill Road 4623 Maple Hill Road
Shallotte, NC 28470-5369 Brunswick County Shallotte, NC 28470-5369
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Phillip Gause NAME: Fontella Marie Holmes
TITLE: Managing Member TITLE: Member
ADDRESS:
4623 Maple Hill Road
Shallotte, NC 28470
ADDRESS:
PO Box 164
Raleigh, NC 27602
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Phillip Gause
SIGNATURE
Form must be signed by a Company Official listed under Section C of This form.
3/15/2018
DATE
Phillip Gause Managing Member
Print or Type Name of Company Official Print or Type Title of o pany iba
This Annual Report has been filed electronically. NOV q L 20�
MAIL TO: Secretary of State, Business Registration Division, Post Office Sox 29525, Raleigh, NC 27626-0525
r
BY:—

a
MEMORY TRANSMISSION REPORT
TIME :01-08-2019 10:38
FAX NO.1 :9103502004
NAME :Main{ax
FILE NO.
030
DATE
01.08 10:35
.TO
97548049
DOCUMENT PAGES
15
START TIME
01.08 10:35
END TIME
01.08 10:38
PAGES SENT
15
STATUS
OK

State of North Carolina
Department of Environmental Quality
Wilmington Regional Office
Roy Cooper, Governor Michael Reagan, Secretary
FAX COVER SHEET
Date: � - 9- (q
To: c1ris (u S (?-4 P6
FAX#: IO-+75q-Sogq
No. Of Pages: 15 (;'Id. C,4r- ?I)
From • (�
� Q
NCDEQ
FAX#: [phone]
REMARKS: S}Uyg l� g jeer
rr4
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

Hall, Christine
From: Chris Russell <[e-mail]>
Sent: Friday, January 04, 2019 10:53 AM
To: Hall, Christine
Subject: [External] Revised Page 4
Attachments: 19-0104_O&M_PG_4. pdf
External email: Do not click links `oropen attachments unless you verifiedt Send all suspicious email as an attachment to
re arts arm nc: nu
Hi Christine. Please find attached the revised page 4. 1 will be sure to pass this around the office so we get it right in the
future. Thank you so much for your help on this project.
Have a great weekend!
Chris
East }T oast
ENGINEERING& 5URMEYING. P.C.
.I. Christian (Chris) Russell, PIS.
I'rujert I n-ineer
Past Office Box 2469
Shallotte, North Caroline 28459
(o) 910-754-8029
(f) 910-754-8049
(it)) 910-232-0692
f
t

East Coast Engineer
ENGINEERS -
January 3, 2019
Ms. Christine Hall
g & Surveying, P.C.
ERS•SURVEYORS
NCDl3NR — Division of Energy, N ineral and Land ResoLll-CeS
127 Cardinal Drive Fxtension
Wilmington, North Carolina 28,105
Subject: Coastal Express Car Wash/Cook Out (SW8 181118)
Brunswick County, North Carolina
SLormwatcr Comment Response
Dear Ms. Hall:
�v
We received your request for additional information on 1/2/19 for t:he subject project via emaii and offer the
following remedies:
15A 1NCAC 021-1.105Or4): T he oullel orientation hat changed from the or`ginal .rubmillal rvilh the pond outlet
errlering the energy disputer at an appro-vimale 90-1egree angle. AZro, the invert elerurlions of the collection gi-lern have
cl7crraged Plea++e provide revised eragineerir� ccrlcrdations clemonstrating Thal the pond outlel does not cause erosion
(Iorvn.,lope of the paindur'I g the peak %lon) li-om the 10 yecn- storm even!. Please also ion_ firm the energ),
disc valor Bala table on C6.1 accuralely portrcr),s the intended design.
a. The slopes on SD-4 and SD-7 have been reduced from the previously submitted
design and the size of SD-7 has been increased all of which will cause a reduction in
velocity. Revised calculations for SD-4 and SD-7 have been included with this
submittal. The energy dissapator design is adequate as designed and the table is
accurate. Revised flan Sheets C2.0, C3.0 & C3.2 are also included.
2. 1511 ATC11C 02f-1.1042(2&: Please provide tivo copies of an updated reel table on
prr,ge 4 of the O� thl manual thest reflecl.� the chcur�es !o the pond design. �1.r Holed in lte�rt '1 '1 of the regtre.id far
additional information Baled December 13, 2018, please also e'on_/iim the temporcro, pool elevation listed in ibis !able is
rora,,isleni n4ib the other application dommenis.
a. The revised page 4 of the O&M manual has been included with this submittal.
Hie foilowing represents the various components of the enclosed subnlitlal documents:
Two copies of page 4 of the Operalion rr klaintenance illanrral form;
One copy of the revised Culvert Calculations for SD-4 & SD-7;
Three copies of revised flan Sheets C2.0 — i--`xpress Site flan; 0.0 — SLOt-111W-Wer plan; & C3 2 Grading
Plan.
Should you have any questions or conunetits, please do not heSitate contacting our office at your convenience.
Sincerely, EV^^ e GIVF
j. Christ.ian .Russell, 17.1-4. !AN 0 4 201
Enclosures
pc: k1r. Phillip Gause —via email (Coastal Express Car. Wash)
Nir. 4eremy Reaves — via emal (Cook Out)
F,ilcs: 1962 (Coastal L:xpress Car Wash)/2043 (C(:)Ok Out)
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE, NORTH CAROL INA z84S9 • TEL: [phone] . Fax: [phone]
FIRM LICENSE NUMBER; C-3014

ROY COOPER
Gavel -nor
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOSY) VINSON, JR.
Interim Director
January 2 2019
NORTH CAROLINA
Environmental Quality
G&1-I Hauling, [-LC,, owner of Coastal I xpress Car Wash
Attn: Phillip 1). Gause, Mernber,lanager
4623 ,laple Hill Road
Shallotte, NC 28470
Cook Out — Kings Mountain- Inc., applicant for Cook Out
Attn: John Armficld. Vice President
15 Laura Lane, Suite 300
"Choniasville. NC 27360
i\']illiken and I.,ennon, Inc., property owner for Cook Out
Attn: Alvin E. ,Milliken, Vice President
14 Stonc Chimnev Road
Supply, N'C 28462
SubJect: Request for Additional [nlormalion
Sloruiwatcr YroJect No. SNN'8 181118
Coastal l�xpress Car Wash and Cook Out
l3runswick County
Dear Mr. Gause. %1r, Annf field, and \fir. \11111ken:
The Wilmington Regional Office received and accepted ail Express State Storinwaler Managcmenl Permit
Application for the subject project oil November 29, 2018 with additional information received on
December 18, 2018. A preliminary in-depth review of that inforination has determined that the
application is not complete and that additional inforination is needed. To continue the review, please,
provide the following additional information:
1. 15A NCAC 021-1.1050(4): The outlet orientation has changed from the original submittal with the
pond outlet entering the energy disputer at an approximate 90-degree angle. Also, the invert
elevations of the collection system have changed. Please provide revised engineering
calculations demonstrating that the pond outlet does not cause erosion downslope of the discharge
point during the peak flow from the 10-year storm event.. I'lease also confirm the energy
dissapator data table on C6.1 accurately portrays the intended design.
2. 15A NCAC 021-1.1042(2)0): Please provide two copies of an updated wet detention pond design
summary table on page 4 of the O&\,I manual that reflects the changes to the pond design. As
noted in Itein l 1 of the rcqucst for additional information dated December 13, 2018. please also
confirm the temporary pool elevation listed in this table is consistent with the other application
documents.
3. Due to the minor nature of these comments, the express additional information review fee has
been waived.
Please remember to confirm that any revised information is presented consistently throughout the
application dOCitmenLS including calculations, supplements, narrative, and plans. Please also remember to
provide two hard copies of any updated documents or three copies of any updated plan shects per 15A
NCAC 021-1.1042(2).
z�-DE� A North Carolina Department of Environmental Quality I Division of Energy, Mineral -and Land Resources
IP Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
ZENOfiiH CAR0.�NA
Ma�.�.�nraa� /'� 910.796.7215

State Stormwater Permit No. SWS 181 1 18
Pagc 2 of 2
The requested information should be received in this Officc prior to January 10, 2019, or the application
will be returned as incomplete. Please note that onli, tuvo letters requesting additional information is
rtllowerl in the State Siorimvnier Program. If Me information is not satisftrrtorilr provided after the
second request, the project aril/ he retttrneci. If tltc project is returned and you wish to rc-submit to the
Express Program, you will need to reschedule the project through the Fxpress Coordinator for the next
available review date and will need to resubmit all required Vems at that time, inciuding the application
fee.
If additional time is needed to submit the requested information, please ernail .,our extension request,
prior to the original due date. to the 1.)ivision at the email address provided below. The extension request
must include a justification and a date of when the rcqucstcd information will be submitted to the
Division, which shall be no later than 5 business clays past the original due date. Please remember that
extension requests delay the issuance of the final permit.
The construction of any impervious surfaces, other than a construction entrance under an approved.
Sedimentation l rosion Control Plan. is a violation of \CGS 143-215,1 and is subject to enforcement
action pursuant to \CGS 1 43-215.6A.
Pleasc label all packages and cover letters as " xpress" and reference the State assigned project number
on all correspondence. If you have any questions concerning this matter, please feel free to call me at
[phone] or email rite at christine.hall a ncdenr.gov.
Sincerely,
�tz�: rutC i�ct� GW
Christine Hall
Environmental Engincer
GDSlcanh: 111StormwwerlPcrmits & I'rojects120181181 118 HD12019 01 addinfo 181 1 1 S
cc: Chris Russell, PF; Fast Coast Engineering & Surveying- via email
Wilrrrington Regional Office Stormwater File

Hall, Christine
From:
Hall, Christine
Sent:
Wednesday, January 02, 2019 2:58 PM
To:
'John Armfield'
Cc:
Alan Lewis; Annette Bennett; Chris Russell (ICES); Gary Wolf; Jeremy Reaves; Robert
Tucker; Sabrina Babson; Scott, Georgette; Weaver, Cameron; [e-mail];
phi Igause28@g ma il.co m
Subject:
RE: [External] RE: 18-1218-EML_SENT_COMMENT_RESPONSE_Sw8 181118-w-attch
Attachments:
2019 01 addinfo 181118.pdf
Thank you all for your patience. I hope everyone had a wonderful holiday. I had a chance to look through the package
and there are just two administrative items remaining. Please refer to the attached pdf. Since these are fairly minor, I
will go ahead and start drafting the permit. Please let me know if you have any questions.
Thanks again!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nothing Compares.,,.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties,
From: John Armfield <[e-mail]>.
Sent: Wednesday, December 26, 2018 2:45 PM
To: Hall, Christine <[e-mail]>
Cc: Alan Lewis <[e-mail]>; Annette Bennett <[e-mail]>; Chris Russell (ECES) <[e-mail]>; Gary
Wolf <[e-mail]>; Jeremy Reaves <[e-mail]>; Robert Tucker <[e-mail]>;
Sabrina Babson <[e-mail]>; Scott, Georgette <[e-mail]>; Weaver, Cameron
<[e-mail]>, [e-mail]; [e-mail]
Subject: Re: [External] RE: 18-1218-EML—SENT_COMMENT_RESPONSE—Sw8181118-w-attch
Thank you and happy holidays.
On Thu, Dec 20, 2018 at 4:25 PM Hall, Christine <[e-mail]> wrote:

I tried my best to get through the items submitted on Tuesday, but it doesn't look like I will be able to finish going
through it before I leave this evening to start my vacation. I'm very sorry but I will pick it back up as soon as I return to
the office on January 2nd.
Thank you in advance for understanding and I hope you all have a happy holiday and new year.
Christine Hall
Environmental Engineer
Division of Energy; Mineral and Land Resources -- Stale Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hallgncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
_x
"Nothing Compares -�
}
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Alan Lewis <[e-mail]>
Sent: Tuesday, December 18, 2018 1:45 PM
To: Nall, Christine <[e-mail]>
Cc: Weaver, Cameron <[e-mail]>; 'Robert Tucker' <[e-mail]>; 'Sabrina Babson'
<[e-mail]>;'Annette Bennett' <[e-mail]>; [e-mail]; 'Gary Wolf'
<[e-mail]>; 'Jeremy Reaves' <[e-mail]>; 'John Armfield' <jarmfield@co kout.rom>;
bmilliken44([e-mail]; Chris Russell (ECES) <[e-mail]>
Subject: [External] RE: 18-1218-EML_SENT_COMMENT_RESPONSE_Sw8 181118-w-attch
2

Christine,
Rather than mailing the hard copies that Chris Russell mentioned in his email below, i am hand delivering the package
to you this afternoon. We have marked the package "Express" to your attention and 1 will give you a call when I get
j close to your offices.
Thanks,
E ast,.j' o a st
vGINEERANG-5-SURVEYING. P.C.
Alan C. Lewis, President
Direct�.�s of Planning; & Management Set -vices
Post Office Box 2469
Shallotte. North Carolina 28459
(o)910-754-8029
(0 910-754-8049
(m) 910-443-2081
Engineers, Planners, Surveyors
3

[e-mail]
i
www.eces.blz
I
I
CONFIDENTIALITY STATEMENT: This e-mail transmission is intended only for the use of the individual or entity named above and may contain information that
is confidential, privileged, and exempt from disclosure cinder applicable law. If you are not the intended recipient, you ate hereby notified that any diSCloSttre,
icopying, distribution, or use of any of ttte information contained in this transmission is strictly prohibited. If you have received this transmission in error, please
immediately notify me by a-mait at the above address,
From: Chris Russell [mailto:[e-mail]]
Sent: Tuesday, December 18, 2018 9:24 AM
To: 'Hall, Christine' <Christine.Hall @ncdenr.gov>
Cc: 'Weaver, Cameron' <cameron.weaver@ncdenr,gov>; 'Alan Lewis' <[e-mail]>; 'Robert Tucker'
<[e-mail]>; 'Sabrina Babson' <[e-mail]>; 'Annette Bennett' <[e-mail]>,-
[e-mail]; 'Gary Wolf' <[e-mail]>; 'Jeremy Reaves' <[e-mail]>; 'John
Armfield' <[e-mail]>; [e-mail]
Subject: 18-1218-EML_SENT_COMMENT_RESPONSE_Sw8 181118-w-attch
Good morning Christine. Please find attached the revisions to the plans, calculations, supplements and application you
requested in your email request for additional information. The hard copies of all the attached documents are being
mailed to your attention in the Express Review section.
Please let me know if you have any questions or require any other information.
Thank you and have a great day!
Chris Russell, PE
(o)910-754-8029
(t) 910-754-8049
(m) 910-2 32-0692
From: Hall, Christine[mailto:[e-mail]]
Sent. Thursday, December 13, 2018 9:30 AM
4

`Ta: Chris Russell <[e-mail]>; [e-mail]
Cc: Weaver, Cameron <cameron.weaver(Tncdenr.go_v>
Subject: request for additional info: Coastal Express Car Wash & Cook Out, Sw8 181118
Gentlemen,
Attached is a pdf of the request for additional information for the subject project. The application did not reflect an
email address for all of the applicants so we ask you notify them of this status. Also, please remember that due to the
desire to have both entries listed on the permit, that three sets of plans were submitted (one for DEMLR and one for
each of the permittees).
Please let me know if you have any questions or concerns. Also, please remember to lobel any packages submitted with
"EXPRESS".
Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
Christine. hall(ancdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
�'=� Naihir�g Compares
Email correspondence to and from this address is subject to tine
North Carolina Public Records Law and may be disclosed to third parties.
5

East Coast Engirt
ENGINEERS -
December 17, 2018
Ms. Christine Hall
sn
ring & Surveying, P.C.
NNERS•SURVEYORS
NC1711NR— Division of 1,nergy, iAlineral and Land Resources
127 Cardinal Drive Extension
Wdiningion, North Carolina 28405
Subject: Coastal Express Car Wash/Cook Out (SW8 181118)
Brunswick County, North Carolina
Stormwater Comment Response
Dear Ms. Hall:
DEC 18 Z018 ,
3-t"Xw em
We received your reducst: for additional information on 12/ 13/18 for the subject project via email and offer
the following remedies:
1. 15A NCAC 021-1.1042(2)(affi)h) and .1042(2)(c): The pmvbase (Treemeut lists the bryer as Jeremy A. Reaves.
•17)e applicalion for the Cool; Oil portion n_/'lhis project avar sabmitlecl in the name of Cook Oart — Kings tb1 ountain,
Inc. Please either:
a. provide the legal document assignir{g this purchase agreement to Cook Out — Kings Alornttain, lac; or
i. The executed assignment of the contract to Cook Out -Kings Mountain, Inc.
is included with this submittal.
A provide a legal docrivient showir2t Cook Out —Kings Mountain, Ira'' bas obtained legal rights to submit a
stw7mvater permit application for the proposed project area. Tbis will require Section 111 of the application far
Cook 0a to be updated to shozv the relationship of the three entities; or
i. See a.(i) above.
c. fist A4r. Reaves as the c§6plicant in .S'eclion I11.1 of the t>pplicaliorr.
i. See a.(i) above.
2. 15A IVC11CO21-1.1053(1):
a. The prnrlided permanenl pool swjf ice area presenled and compared against the minimum requh-erd srujace area
is for the entire pond, including the jorebcy, instead of jus7 the main pool. Please con n-m that the chosen
melhod (tA/ DA or 1-1 R-1) is being used to on# sire the main pool saaface area and vol une and does
not include 16e forebcy. Please remember to update the supplement with the swface area of just The main
permanent pool.
i. The pond design has been revised to include the surface area of the main
pool only for the SA/DA ratio calculation. Revised plans and supporting
documentation has been included with this submittal.
b. Based on the drainage area and site design, there appears to either be a typo or error in the SA/ OA ratio.
Please confirm.
i. Please see a.(i) above.
15A ATCAC 021--1.1053(5)(b): The supplemenl indicales that the depth at the forebey enlrance i.r the same as the
exit. Tlye forebay entrance shall be deeper thin the forebcy exil. Please reconsider the forebcy depth and/or depths listed
in the szpplement.
a. The plans have been revised to reflect the correct elevations in the forebay. The
forebav exit is sir inches higher than the entrance. Revised plans and supplement
have been included with this submittal.
4918 MAIN STREET •POST OFFICE BOX 2459 • SHALLOTTE, NORTH CAROLINA 28459 •TEL: [phone] •Fax: [phone]
FIRM LICENSE NUMBER: C-3o14

. it
Ms. Christine Hall 2
Coastal 1;xpress Car Wash/Cook Out
December 17, 2018
15A NCAC 021-1.1033(7): Please provide calculalioru to support !be drawdown time of the minimum required
storage volume over the provided head presented in Me supplement.
a. The submitted calculations indicate the flowrates required for a 2 day and a 5 day
drawdown time, 0.047 cfs and 0.019 cfs respectively. The orifice selected provides a
flowrate of 0.040 cfs which is between the two values listed above. However, in an
effort to provide more clarity, the pond calculations page has been amended to
include the time for drawdown in hours as is listed on the supplement. The revised
page has been included with this submittal.
3. 15A INC/IC 021-1, 1042(2)(l) and .1042(3)(G): Please confirm the fidlowiq iiformaliar is presented iairs:ilenljh
between the application documents:
a. Thepond cross sections /1 A and C-Con plan sheet C3.1 lisp the penncnient pool eler)aliori as being 20.99
fit. The other application documents list Ibis elevalion cis being 21.
i. The elevation listed on the cross sections has been updated and a revised
plan sheet has been included with this submittal.
b. The supplement li:d.f the lemporag pool elot)allon a.r being 23.5 ft inslead of 22.5 ft as lined in the other
application documents.
i, The supplement has been corrected to reflect the correct elevation of 22.50.
"1 be forebay volaune lilerl in the supplement is diylerml than the mhowe pre.fenled in the slelse-sloreige hrble
shown on plan C3.1..
i. The forebay volume has been updated on the supplement and plans.
G. 13A N,CAC 021-1.1042(2)(cr)(iv): In addition to the total drainage area presented in `.Section II! 10 of the
application, please alto proU' Iwo additional columns, one %r each tract mnlribuling nnro�to the Jgs1em..
a. The application has been updated and reflects the values listed in the impervious
area table listed in the previously submitted plans & calculations. The revised page 3
of the application is included with this submittal.
7. 13/1 AIC/1C 0214.1042(2)(afvii): Please provide an email address for the pennillee associaled with the Cook Out
portion of this project in Section 111.1. b of the application.
a. This information has been added to the application for the Cook Out and the revised
page 2 is included with this submittal.
8. 15A NCAC 021-1.1042(2)(a)(iv)• Please provide complele comael iujbimation for the proper!} owner, inclrulitg
Phone numberand e-mail address, in Seelion I11.2.b of the application.
a. This information has been added to the application for the Cook Out and the revised
page 2 is included with this submittal.
P. 9. 1311 NCAC 021-1.1042(2)(0(iv): Contour labels have not been provided on !fie pond (0.0, C3.1, and C3.2).
Please ensure lbat all proposed cowours are labeled
a. Contour labels have been added to the forebay side of the pond. It is not practical to
provide contour labels in the main body of the pond due to the fact it is vertical. The
elevations for the vertical section can be determined from the provided crass
sections.
49rB MAIN STREET • POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 26459 •TEL: [phone] • Fax; 920-754-8049
FIRM LICENSE NUMBER: C-3os4

r.-x
Ms. Christine 1-fall
Coastal Express Car Wash/Cook Out
Decentber 17, 2018
10. 10, 15.A NCAC 021-1.10 {2(2)(g)(vii):
a. The site layout and grcrdirlg contours rrrake it appear as curb and gntler is proposed along the edger of the
built -upon areas to beo direct runoff to 1heyard inlets, however, there is no suc'b feature sbown on the plans.
Please detail haw the nrnoff alaig the edges of the Guilt -upon area will be directed to lhe3arrl inlets.
i. The submitted site plan, stor nwater plan and grading plan included the back
of curb only to eliminate clutter. As requested in the submittal meeting spot
elevations were added to the back of curb and that plan was forwarded to be
included in the submittal package. However, to provide additional
assistance in the review of the plans, the edge of pavement line bas been
added to the plates and the revised plans are included with this submittal.
b. Please provide proposed invert elevations for the pipe outlets.
i. The outlet inverts have been added to the plans
11. 11. 15,11 NCSIC 021-1.1042(2)(): The met detention pond design ezrmmary tale provided with the operulion and
maintenance (Or✓ 114) ggreemeni lists the forebay bottom elevation as 17 ft while the plans indicate it will be 16.5 fl.
.Additional % the tempormy pool elevation is listed in the 0c;fld aSmemeni as 23.5 ft however: the other application
doL•aunentr kart this elevation as 22.5 1. Please confirm the elevalions pre.fented in the 0 &M asleemenl.
a. The elevations have been corrected and are consistent on all plans and documents.
The revised plans and documents are included with this submittal,
12. 12. 1511 NC11C 021-1,1042(2): Please email the supplement form to the email addiesr provided below so lhcrl it scan
be preserved electronically per the regulatory requirements.
a. Duly noted.
The following represents the various components of the enclosed submittal documents:
• Two topics of page 2 of the Stornrwaterrllanagemeni Permitflpplication form;
• Two copies of page 3 of the SionnrvaierManagement Pennit /Epplication form;
• One copy of the revised Eet Detention Bain ..Supplemenl;
• One copy of the revised Stormwater Calculations for the pond design;
• Two copies of the revised Design Plan Shccts C2.0 — Express Review Site Plan; C3.0 — Stormwater
plan; C3.1 — Stormwater Pond Details and C3.2 — Grading Plan and
• '111e cxecutcd assigomcnr of the contract to Cools Out -Kinks Mountain, Inc.
Should you have ally questions or comments, please do not hesitate contacting our office at your convenience.
Sinccrely,
). Christian Russell, P.1..
Enclosures
pc: NIn Phillip Gause — via email (Coastal l-xpress Cat- Wash)
Mr. jcre:ny Reaves —via email (Cool: Out)
File: 1962 (Coastal I'xpress Car Wash)
2043 (Cook Out)
4918 MAIN STREET • POST OFFICE BOX z469 • SHALLOTTE, NORTH CAROLINA a8459 •TEL: [phone] • Fax: [phone]
FIRM LICENSE NUMBER: C-3014

r
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOBY) VINSON.JR. NORTH CAROLINA
Interim Director Environmental Quality
December 13, 2018
G&I-I Hauling, I.,I.C, owner of Coastal Express Car Wash
Attn: Phillip D. GaLlse, Member Manager
4623 ,Maple Hill Road
Shallotte, NC 28470
Cook Out — Kings Mountain, Inc., applicant for Cook Out
Attn: John Arrnfield, Vice ]'resident
15 Laura Lanc, Suite 300
Thomasville, NC 27360
Milliken and Lennon, Inc., property owner for Cook Out
Attn: Alvin E. Milliken, Vice President.
14 Stone Chimney Road
Supply, NC 28462
Subject: Request for Additional Information
Stormwater Project No. SWS 1811 IS
Coastal Express Car Wash and Cook Out
13runswick County
Dear Mr. Gause, Mr, Armfield; and Mr. Milliken:
1'he Wilmington Regional Office received and accepted an I-xpress State Stormwater Management Permit
Application for the subject project on November 29, 201 S. A preliminary in-depth review of that
information has determined that the application is not complete and that additional information is needed.
"fo continue the review, please provide the following additional information:
V11. 15A \CAC 021-1.1042(2)(a)(vii) and .1042(2)(c): The purchase agreement lists the buyer as
Jeremy A. Reaves. The application for the Cook Out portion of this project was submitted in the
name.of Cook Out — Kings Mountain, Inc. Please either:
✓a, provide the legal document assigning this purchase agreement to Cook Out — Kings
,Mountain, Inc; or
b. provide a legal document showing Cook Out — Kings Mountain, Inc has obtained legal
rights to submit a Stormwater permit application for the proposed project area. This will
require Section II I of the application for Cook Out to be updated to show the relationship
of the three entities; or
c. list i`9r. Reaves as the applicant in Section III.I of the application.
15A NCAC 021-I.1053(1):
�. "I'hc provided permanent pool surface area presented and compared against the minimum
required surface area is for the entire pond, including the forebay, instead of just the main
pool. Please confirm that the chosen sizing method (SA/DA or ] Ilt'f) is being used to
only sire the main pool surface area and volume and does not. include the forebay. Please
remember to update the supplement with the surface area ofjust the main permanent
pool.
,ib. 13ased on the drainage area and site design, there appears to either be a typo or error in
/ the SA/DA ratio. Please confirm.
✓3. 15A NCAC 021-1.1053(5)(b): '['he supplement indicates that the depth at the forebay entrance is
the same as the exit. The forebay entrance shall be deeper than the forebay exit. Please
reconsider the forebay depth and/or depths listed in the supplement.
�D-E QNorth Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
ef 1 Wilmington Regional Office 1127 Cardinal Drive Extension } Wilmington, North Carolina 28405
'L"" ---U-M 910,796.7215 _

State Swrinwater Permit No. SW8 181 1 1E
Pavc 2 of 3
V14'. 15A NCAC 0211.1053(7): Please provide calculations to support the drawdown time of the
minimum required storage volume over the provided head presented in the supplenlerlt.
,,5' 15A NCAC 021-1.1042(2)(0 and .1042(3)(b): Please confirm the following information is
presented consistently between the application documents:
The pond cross sections A -A and C-C on plan sheet C3.1 lists the permanent pool
elevation as being 20.99 ft. The other application documents list this elevation as being
21.
Vb�_ The supplement lists the temporary pool elevation as being 23.5 ft instead of 22.5 ft as
listed in the other application docurncnts.
Lei The forebay volume listed in the supplerent is different than the volume presented in the
stage -storage table shown on plan C3.1.
v6' 15A 'NCAC 021-I.1042(2)(a)(iv): In addition to the total drainage area presented in Section IV.10
of the application, please also provide two additional columns, one for each tract contributing
runoff to the system.
i
V?. I5A NCAC 021-I.1042(2)(a)(vii): Please provide an ernail address for the permitt.ec associated
with the Cook Out portion of this project in Section Ill. l .b of the application.
8. 15A NCAC 021-1.1042(2)(a)(ix): Please provide complete contact information for the property
owner, including phone number and e-mail address, in Section 111.2.1) of the application.
✓9. 15A _N1C 021-1.1042(2)(g)(iv): Contour labels have not been provided oil the pond (C3.0, C3.1.
C3.2 an �. I'lease ensure that all proposed contours are labeled.
V1.0. 15A NCAC 021-1.1042(2)(g)(vii):
The site layout and grading contours make it appear as curb and gutter is proposed along
the edges of the built -upon areas to help direct runoff to the yard inlets, however, there is
no such feature shown on the plans. Please detail ]low the runoff along the edges of the
built -upon area will be directed to the yard inlets.
Please provide proposed invert elevations for the pipe outlets.
11. 15A NCAC 021-1.1042(2)0): The wet detention pond design summary talc provided with the
operation and maintenance (O&NI) agreement lists the forebay bottom elevation as 17 ft while the
rp �JQ�ke�&plans indicate it will be 16.5 ft. Additionally the temporary pool elevation is listed in the 0&i\1
agreement as 23.5 ft however, the other application documents list this elevation as 22.5 ft.
Please confirm the elevations presented in the Ohiyl agreement..
12. 15A NCAC 021-1.1042(2): Please email the supplement form to the email address provided below
so that it can be preserved electronically per the regulatory requirements.
13. The express additional information review fee has been waived. If an extensive second request is
needed, a fee may be assessed at that time.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative, and plans. ['lease also remember to
provide two hard copies of any updated documents per 15A NCAC 021-1.1042(2).
The requested information should be received in this Office prior to December 20, 2018, or the
application will be returned as incomplete. If the project is returned and you wish to re -submit to the
Express Program, you will need to reschedule the project through the laxpress Coordinator for the next
available review date and will need to resubmit all required items at that dinc, including the application
fee.
][additional time is needed to submit the requested information, please email your extension request;
prior to the original due date, to the ])]vision at the email address provided below. The extension request
must include a justification and a date of when the requested information will be submitted to the
Division; which shall be no later than 5 business days past the original due date. Please remember that
extension requests flelay the issuance of the final permit.

State Stormwater Permit No. SIV8 181 1 18
Page 3 of 3
The construction of any impervious surfaces; other than a construction entrance under an approved
Sedimentation Frosion Control flan; is a violation of'N`CGS 143-215.1 and IS subject to enforcement
action pursuant to NCGS 143-215.6A.
]'lease label all packages and cover letters as "Express" and reference the State assigned project number
on all correspondence. If you have Wiy dttesti0:1s concerning this matter; please feel free to call me at
[phone] or email nic at [e-mail].
Sincerely,
r�77��
&MlafUw ,YI4!! &
Christine Hall
I: nvironmental inginccr
GIBS/canh: %Stormwaterll'ermits & Projects1201811811 18 HD\2018 12 addinfo 181 1 l8
cc: Chris Russell, 11I ; Last Coast Engineering & Surveying; via email
Wilmington Regional Office Stormwater File

Hall, Christine
From: Mall, Christine
Sent: Thursday, December 13, 2018 10:30 AM
To: 'Chris Russell'; '[e-mail]'
Cc: Weaver, Cameron
Subject: request for additional info: Coastal Express Car Wash & Cook Out, Sw8 181118
Attachments: 2018 12 addinfo 181118.pdf
Gentlemen,
Attached is a pdf of the request for additional information for the subject project. The application did not reflect an
email address for all of the applicants so we ask you notify them of this status. Also, please remember that due to the
desire to have both entries listed on the permit, that three sets of plans were submitted (one for DEMLR and one for
each of the permittees).
Please let me know if you have any questions or concerns. Also, please remember to label any packages submitted with
"EXPRESS".
Thanks!
Christine Hall
Environmental Engineer
Division of Energy; Mineral and Land Resources - State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
:"-'Nothing Compares_.,-,..
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

East Coast Engin�e�ri','ng & Surveying, P.C.
ENG IN EERS-RLAN N ERS•SURVEYORS
ECFIVF-p
Hand Deliver DEC 0 3 2018
t
December 3, 2018
Ms. Christine Hall
NCD1-Nlt — Division of 13nergy, Mineral and Ladd Resources
127 Cardinal Drive Fxtension
Wilmington, North Carolina 28405
Subject: Coastal Express Cat Wash / Cook Out
Brunswick Counry, North Carolina
1-li rl, Density Stormwater Permit --- Additional Documents
Dear Ms. Hall:
Per our conversation at the Express ReV1CW submittal meeting on 11/29/18 plesisc find the
requested additional information for the subject project..
'.1'11e following presents the various components of the enclosed submittal package:
• Onc additional set of the revised designs plans;
■ "1'wo copies of the reprised plan sheer. C3.2 — Grading plan with additional spot elevations;
■ ]"Wo copies of the revised plan sheet C3.1 — Stortnwatcr Pond Details with revised forebay
elevations;
• Two copies of the plan sheet DA—N1AP — Drainage Area 1\�lap;
• One copy of the tip rap calculations for: the energy dissipators;
"' One copy of the purchase agreement for: the Cook Out parcel.
Should you have any questions or comments, please do not hesitate contacting our- office at yrour
convenience.
Sincerely,
J. Christian Russell, P.h.
Enclosures
PC: Mr. Phillip Gausc (G & 1-1 1-Ismling, -J-C)
Nlr. John tlrmfield (Cool: Out)
File: 1962/2043 (Coastal l apress Car W,-tsh/Cook Out, respectively)
49i8 MAIN STREET • POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 28459 •TEL: 9i0-754-8029 a Fax: [phone]
FIRM LICENSE NUMBER: C-3024

East Coast Engi
ENGINEERS -
November 29, 2018
Ms. Christine Hall
eying &Surveying, P.C.
ERS•SURVEYORS
NCDENR — Division of Energy, Mineral and Land Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Coastal Express Car Wash / Cook Out
Brunswick County, North Carolina
High Density Stormwater Permit — Express Submittal
Dear Ms. Hall:
Enclosed is the F.xpress Permit Fee required for the subject project in Shallotte, North Carolina. This
submittal is for a High Density Commercial Stormwater Permit draining to an on -site wet detention pond.
It is OLII- understanding that an express permit fee of $4,000.00 is required for the express stormwater
review. Two checks, one from each entity in the amount of $2,000.00 are enclosed for this purpose. The
breakdown of the fee is as follows:
lvxpress Stormwater Keview fee = $4,000
(high density, directed to an on -site system)
Il'you have any question or require any additional uifonnation, please contact me at our office.
J. Christian RUSSCII, P.E.
Enclosure: Two checks for $2,000.00
copy: Mr. Phillip Gause (G & 1-1 Hauling, I,LQ
Mr. John Armfield (Cook Out)
File: 1962/2043 (Coastal Express Car Wash/Cook Out, respectively)
NOV Z 9 201�
4918 MAIN STREET • POST OFFICE BOX-469 •SHALLOTTE, NORTH CAROLINA 28459 •TEL: [phone] *Fax: 9io-754-$049
FIRM LICENSE NUMBER: C-3014

:A
East Coast Engi
ENGINEER!
November 29, 2018
Ms. Christine Hall
c Surveying,
URVEYORS
NCDENR — Division of I-7nergy, I\4incral and brand RCSOUrccs
127 Cardinal Drive 1.Ntcnsion
Wilmington, North Carolina 28405
Subject: Coastal Express Car Wash / Cook Out
Brunswick County, North Carolina
High Density Stor.mwater Permit— Express Submittal
Dear Ms. Hall:
P. C.
On behalf of our client, enclosed is a submittal package for the subject project located in Shallotte,
North Carolina. Our client is requesting that this application be processed with the Isxpress
Permitting Process. The project is a high density project, and runoff will sheet flow from
impervious surfaces to catchment areas and then to an on -site stormwater pond.
The following presents the various components of the enclosed submittal package:
• Original and one copy of the Slormn�eilerManage.meir! I�elmilAj�pliccrlion fot:m;
■ Deed restrictions are not required for this project;
• Original of the lVel Delenlion Bain .Ylipple`rfenl;
• Original of the Fel Oelenlion Ba,4n Operalion egad kIerinlenanie�lgreenzenl;
■ Two (2) Checks in the amount of $2000.00 for the Express Permit Review fee;
• One copV of the Storm water Project Narrative;
• One copy of the USGS map with the site identified;
■ One copy of the Stormwater Calculations and SW-DA-I\IAP — Drainage Area Nlap;
■ Two sets of Design Plans;
• One coPy of the deed for each property in the project;
• One copy of the SOS corporate Filings For both companies;
• Letter designlating John Arnifield.as VP;
■ One copy of the USCOL General Permit/Nationwide Permit:.
?�-PCEIVE
4:
NOV 2 9 2018
4918 MAIN STREET •POST OFFICE BOX 2469 •SHALL OTTE, NORTH CAROLINA 28459 •TEL: [phone] •Fax: [phone]
FIRM LICENSE NUMBER: C-3014

NIs. Christiiic Hall
Coastal Express Car Wash/Cookout:
November. 29, 2018
Should you have any questions or comments, please do not hesitate contacting our office at your
convenience.
J. Christian Russell, P.F.
Enclosures
Pc: Nlr- Phillip Gause (G & 1-1 Flauling, I_.LC)
Nir, John Armfield (Cook Out)
File: 1962/2043 (Coastal Express Car Wash/Cook Out, respectively)
r,g78 MAIN STREET POST OFFICE BOX 2469 *SHALLOTTE, NORTH CAROLINA28459 •TEL: 910-7S4-8029 •Fax:[phone]
FIRM LICENSE NUMBER: C-3014

For DEQ Use ONLY
/ u
Reviewer: C s'
North Carolina Department of Environmental Quality
Submit,
Request for Express Permit Review
Time: �
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
package of the project location. Please include this form in the application package.
• Asheville or Mooresville Regions -Alison Davidson 828-296-4698;alison.davidson(&,ncdenr•aov
• Winston-Salem, Fayetteville or Raleigh Regions -David Lee 919-791-4204; david.lee(ancdenr.gov
• Washington Region -Lyn Hardison 252-948.3842 or lyn.hardison{a.ncdenr.gov
• Wilmington Region -Cameron Weaver 910-796-7265 or cameron.weaveroncdenr.gov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: COASTAL EXPRESS CARWASH County: BRUNSWICK
Applicant: PHILIP GAUSE Company: G & H HAULING, LLC
Address: 4623 MAPLE HILL. ROAD City: SHALLOTTE, State: NC Zip: 28470-
Phone: [phone], Fax: Email: philgause28@ maig Isom
Physical Location:4447 MAIN STREET SHALLOTTE, NC 28470
Project Drains into NON -SA waters — Water classification SC, HQW (DWR Surface Water Classifications Map]
Project Located in LUMBER River Basin. Is project draining to class ORW waters? N, within Yz mile and draining to class SA waters N or within 1 mile and
draining to class HQW waters? Y
Engineer/Consultant: J. CHRISTIAN RUSSELL, P.E. Company: EAST COAST ENGINEERING & SURVEYING, PC
Address: PO BOX 2469 City: SHALLOTTE, State: NC Zip: 28459-
Phone: [phone], Fax: [phone], Email: [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE ,OCT 11 203
$ # JOBS
SECTION ONE: REQUESTING A SLOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
Provided Existing Permits
related to this Project
SW
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
SW _
SW _
NPDES
NPDES
WQ _
Wo
E&S
E&S
Other
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream catls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ElMOD:❑ Major ❑ Minor ElPlan Revision ❑ Redev. Exclusion SW (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
F uaf �rQsid d Sed' entali on'Pt�l 1. s to> b sturb # ­ / Amt. f EQ e))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both $coping and express meeting reque
Wetlands on Site ® Yes ❑ No Buffer Impacts: ® No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process wl US ACOE: ❑ Yes ® No Permit
Received from US ACOE ❑ Yes Z No
DEQ U?C ❑ ill.
Fee Split for multiple permits: (Check#
Tofal Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (En Maj; Min)
$
SW (❑ HD, LID, ❑ Gen)
$
401:
$
LQS
$
Stream Deter,_,,,_
$
NCDEQ EXPRESS August 2018

For CEO Use ONLY
Reviewer:
North Carolina Department of Environmental Quality
Submit,
Request for Express Permit Review
Time:
Confirm,
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
package of the project location. Please include this form in the application package.
• Asheville or Mooresville Regions -Alison Davidson 828-296-4698;alison,davidson@,ncdenr.gov
• Winston-Salem, Fayetteville or Raleigh Regions -David Lee 919-791-4204; david.lee(r�ncdenr.gov
• Washington Region Lyn Hardison 252 948:3842 or tyn.hardison(o7ncdenr.Qov
• Wilmington Region -Cameron Weaver 910-796-7265 or cameron.weaver().ncdenr.00v
NOTE: Project application received after 12 noon will be stamped in the following workday,
Project Name: COOKOUT County: BRUNSWICK
Applicant: JEREMY A. REAVES Company: COOK OUT -KINGS MOUNTAIN, INC
Address: 15 LAURA LANE, STE 300 City: THOMASVILLE, State: NC Zip: 27360-T
Phone: [phone], Fax: _ Email: [e-mail]
Physical Location:4447 MAIN STREET SHALLOTTE NC 28470
Project Drains into NON -SA waters — Water classification SC HQW (DWR Surface Water Classifications Man)
Provided Existing Permits
related to this Project
SW
SW _
SW _
NPDES
NPDES
WQ _
WQ _
E&S _
E&S _
Other
1 —
Project Located in LUMBER River Basin. Is project draining to class ORW waters? N, within''/z mile and draining to class SA waters N or within 1 mile and
draining to class HQW waters? Y
Engineer/Consultant: J. CHRISTIAN RUSSELL P.E. Company: EAST COAST ENGINEERING & SURVEYING, PC
Address: PO BOX 2469 City: SHALLOTTE, State: NC Zip: 28459
Phone: [phone]. Fax: [phone]. Email: [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
S # JOBS
SECTION ONE; REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: , # of stream calls — Please attach TOPO map marking the areas in questions
❑ IntermittenUPerennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems /❑ MOO:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit N)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 1_2 acres to be disturbed. (CK # & Amt. (for DEQ use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO -YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ® Yes ❑ No Buffer Impacts: ® No ❑ YES: —acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process wl US ACOE: ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ® No
Fur DEQ a>c only
Fee Split for multiple permits: ( Check # 1 Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, LD, 0 Gen)
$
401:
$
LQS
$
Stream Deter,_
$
NCDEQ EXPRESS August 2018

East Coast Engi
ENGINEER'
i Surveying,
URVEYORS
P.C.
jgo :OCT 1 1 2018
STORMWATER NARRATIVE
Coastal Express Car Wash
Coastal Express Car Wash plans to develop a 1.5 acre (66,670.5 SF) tract of land located on US
Highway 17 business in Shallotte, North Carolina. The project area will include most of the tract
and have an approximate impervious area of 37,181 SF. This amount includes parking areas and
building. The site is currently undeveloped.
The impervious area will consist of a 24,443 SF for asphalt parking and driveways, 1,208 SF of
concrete sidewalk and a 1,530 SF building. There is also a 10,000 SF allocation listed as future.
The runoff from the impervious areas will be allowed to sheet flow along the surface of the
asphalt and directed to a catchment area. It will then be directed to an open throat yard inlet and
then to a shared onsite stormwater pond. The pond will be shared with the project adjacent to
this project and is described below. This yields a total BUA of 37,181 SF. The ratio of BUA to
total project area, therefore, is 55.8%.
The project drains the Shallotte River which is located in the Lumber River Basin. It is classified
as SC,HQW and its index number is 15-25-2-(7.5).
Cookout
Cookout plans to develop a 0.77 acre (33,688.5 SF) tract of land located on US Highway 17
business in Shallotte, North Carolina. The project area will include most of the tract and have an
approximate impervious area of 27,334 SF. This amount includes parking areas and building.
The site is currently undeveloped.
The impervious area will consist of a 14,252 SF for asphalt parking and driveways, 1,500 SF of
concrete sidewalk and a 1,582 SF building. There is also a 10,000 SF allocation listed as future.
The runoff from the impervious areas will be allowed to sheet flow along the surface of the
asphalt and directed to a catchment area. It will then be directed to an open throat yard inlet and
then to a shared onsite stormwater pond. The pond will be shared with the project adjacent to
this project and is described above. This yields a total BUA of 27,334 SF. The ratio of BUA to
total project area, therefore, is 8 1. 1%.
The project drains the Shallotte River which is located in the Lumber River Basin. It is classified
as SC,HQW and its index number is 15-25-2-(7.5).
4918 MAIN STREET . POST OFFICE BOX 2469 • SHALLOTTE, NORTH CAROLINA 28459 . TEL: [phone] • Fax: [phone]
FIRM LICENSE NUMBER: C-3014

1015/2018
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CR Chris Russell <[e-mail]>
Today, 11:17 AM
Weaver, Cameron; 'Alan Lewis
18-1003_REQUEST_FOR...
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Cameron,
Please find attached the documents requesting an
stormwater review via the Express program. As we
discussed on the phone, there are two project adjacent to
each other and they will be sharing a stormwater pond.
Due to the limitations of the request forms I mentioned to
you we are submitting two (2) express review request forms
but we are only requesting one review that will include both
sites. I have also included the stormwater narrative
describing the two projects as well as site plan that shows
both sites. Hard copies of these documents are being
mailed to you as well.
I appreciate your assistance and guidance in getting this
project scheduled for review.
Please let me know if you have any questions.
Thank you and have a great weekend.
Chris
E oast
U*mr M PC.
.1. Christian (Chris) Russell, PE
Project Engineer
Post Office Box 2469
Shallotte, North Carolina 28459
(o) 910-754-8029
(f) 910-754-8049
(m) 910-232-0692
https:!loutlook.office365.com/owa17realm=nc.gov&path=lattachmentlightbox 111

Hall, Christine
From: Hall, Christine
Sent: Wednesday, October 17, 2018 10:26 AM
To: 'Chris Russell'
Cc: Weaver, Cameron
Subject: RE: [External] 18-1016_EML_SENT_FAST_TRACK_QUESTIONS
It depends what the end goal is. if the goal is to begin building ASAP and you are confident in applying the 2017 rules
and MDC, then fast track is a good option. In fast track, the technical review is conducted based on the as -built
information submitted with the final permit. If the goal is to get the review and everything taken care of at one time up
front OR it's a trickier site, then Express is a good option. However, alternative designs or variations from the rules
would have to go to the regular program.
The choice is yours....
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources— State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
-: �../ Nothing Compares-,,,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Chris Russell <[e-mail]>
Sent: Wednesday, October 17, 2018 10:13 AM
To: Hall, Christine <[e-mail]>
Cc: Weaver, Cameron <[e-mail]>
Subject: RE: [External] 18-1016_EML_SENT_FAST_TRACK_QUEST IONS
Yes, they were in reference to those projects. I was trying to get a feel for the time involved. Our clients have a very
tight due diligence period.
It appears to me after reading the information you provided earlier that the express track will still be the quickest and
most efficient path. If you agree please schedule in express. If not, then please let me know and I will talk it over with
Alan and the client and let you know how they would like to proceed.
Thank you.

1
Chris Russell, I'I;
(o)9I0-754-8029
(f) 910-754-8049
(m) 910-232-0692
From: Hall, Christine[mailto:[e-mail]]
Sent: Wednesday, October 17, 2018 9:53 AM
To: Chris Russell <[e-mail]>
Cc: Weaver, Cameron <[e-mail]>
Subject: RE: [External] 18-1016_EML_SENT_FAST_TRACK_QUESTIONS
Chris,
Are these questions related to Coastal Express Carwash / Cookout? Cameron brought me the express requests to
schedule. Are you going to submit these to the fast track program or should I schedule in Express?
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
ch risti n e. h a l;(a) ncden r.g ov
127 Cardinal Drive Ext,
Wilmington, NC 28405
-:�:f'Nothing Compares.—,
It"
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Chris Russell <[e-mail]>
Sent: Wednesday, October 17, 2018 8:47 AM
To: Hall, Christine <[e-mail]>
Cc: 'Alan Lewis' <[e-mail]>; 'Robert Tucker (ECES)' <rtucker eces.biz>; 'Sabrina Babson' <[e-mail]>;
'Jackson Starling (ECES)' <[e-mail]>; Scott, Georgette <[e-mail]>
Subject: RE: [External] 18-1016_EML_SENT_FAST_TRACK_QUESTIONS
Thank you. Your answers were most helpful.
Have a great day!
Chris Russell, PH_'.
(o)910-754-8029
(f) 910-754-8049
(m) 910-232-0692
2.

From: Hail, Christine[mai[to:[e-mail]]
Sent: Wednesday, October 17, 2018 7:30 AM
To: Chris Russell <crussell@eces,biz>
Cc: 'Alan Lewis' <[e-mail]>; 'Robert Tucker (ECES)' <[e-mail]>;'Sabrina Babson' <[e-mail]>;
'Jackson Starling (ECES)' <[e-mail]>; Scott, Georgette <[e-mail]>
Subject: RE: [External] 18-1016_EML_SENT_FAST_TRACK_QUESTIONS
Answers are below in red. Please also read the fast track application instructions. I cannot emphasize enough how
helpful they are.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources -- State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine. hall(C,ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
y '""Nothing Ct'?fTi�. arcT 's.- ,_,..
Email correspondence to and from this address is subject to the
North Carofioa Public Records Law and may be disclosed to third parties.
From: Chris Russell <[e-mail]>
Sent: Tuesday, October 16, 2018 5:08 PM
To: Hall, Christine <[e-mail]>
Cc: 'Alan Lewis' <[e-mail]>; 'Robert Tucker (ECES)' <[e-mail]>; 'Sabrina Babson' <sbabson_ _ eces.biz>;
'Jackson Starling (ECES)' <[e-mail]>
Subject: [External] 18-1016_EM.L_SENT_FAST_TRACK_QUEST IONS
Christine,
Thank you for the phone tali today. We have never done a fast track stormwater submittal and after talking to the rest
of the staff, we came up with a couple of questions.
1. How soon will the ATC be issued once the application is received by the State? Refer to 15A NCAC 02H.1043(4)
2. Once the project is built and the post construction documentation is submitted (permitee certification, general
MDC certification, wet pond certification, SWU-101, plans) will the permit be issued at that time or is there a
review with comments or are the certifications sufficient? Refer to 15A NCAC 02H.1044
3. Will there be another permit fee of $505.00 post construction to write the final permit? Yes - Refer to 15A NCAC
02H.1044(3)
4. Can the construction sequence be included on the site plan orwili it need to be a separate document? Yes —as
long as it describes if the project is phased, has future development, or will be a single project.
3

S. As we discussed on the phone, there are two parcels side by side with two different owners. I will be filling out a
Fast Track application for each owner and explaining in the narrative that they will be sharing a common pond
located partially on each parcel. Did I get that one right? No — you will complete a single application with
multiple sections/pages to document the multiple owners. 5o you would either have two pages Ung each
owner or somehow list both in the single section. There will be two signature pages — one for each.
6. If I fill out the FT application as described above in #5, will that require two application fees even though they
will share a pond? No — it will be considered a single application.
I apologize for ak of the questions but I want to be sure I get this done correctly and with as little hassle for you as
possible.
Thank you in advance for any help or insight you can provide as we move forward with this process.
Have a great evening!
Chris
East oast
4GINEER7h"Ga1URVEYING, P.0
.I. Christian (Chris) Russell, PE
Project Engineer
Post Office Box 2469
Shallotte, -North Carolina 28459
(o) 910-754-8029
(E) 910-754-8049
(m) 910-232-0692
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IIIIIIIIICIIII11lliII IIIIIIllll IIIIII Brenda �1216 lmmons-201PROP
Brunswick County, NC Register of Deeds page 1 of 3
Brenda M. Clemmons Register of Deeds
07-02-2018 15:16!11.000 Brunswick County, NC
NC REVENUE STAMP: $560.00 (#590217)
i3tur o Type
rotaN5�z
Rev Q Int.Ck $ Ck # a53 Cash $
Refund Cash $-.- Finance
47 Portions of document are sliegible due to condition
of original.
n Document contains seals verified by original
instrument that cannot be reproduced or copied.
This instrument prepared by BaxleySmithwick PLLC, licensed North Carolina attorneys,
without opinion on title. Delinquent taxes, if any, to be paid by the closing attorney to the
Brunswick County Tax Collector upon disbursement of closing proceeds.
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $560.00
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
Tax Parcel #P101820013402
THIS DEED, made this the 29th day of June, 2018, by and between MILLIKEN &
LENNON, INC., a North Carolina corporation, party of the first part, of 14 Stone Chimney
Road, Supply, NC 28462, hereinafter referred to as Grantor, and G & H HAULING, LLC, a
North Carolina Limited Liability Company, party of the second part, of 101 Montgomery
Street, Suite 2800, San Francisco, CA 94104, hereinafter referred to as Grantee;
WITNESSETH:
THAT Grantor, for a valuable consideration paid by Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto
Grantee, its successors and assigns, in fee simple, all of that tract or parcel of land situated in
Town Creek Township, Brunswick County, North Carolina, and being more particularly
described on Exhibit A, which is attached hereto and incorporated herein as a part of this
Warranty Deed.
In accordance with NCGS Section 105-317.2, the mailing addresses of Grantor and
Grantee are as stated above. The property herein conveyed does not include the primary
residence of Grantor.
TO HAVE AND TO HOLD the aforesaid tract or parcel of land and all privileges and
-„-.,.:. r.,�.—•.,asp-;rr �-,.,..,�.: ,,...,� ,. ---- �•,r-;�:; _ - ., ,.,;�--:. , -. -.
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B4076 P1217 05-06-201200
Brenda M. Clemmons PROP
Brunswick County, NC Register of Deeds page 2 of 3
appurtenances thereunto belonging to Grantee in fee simple.
AND Grantor does hereby covenant with Grantee that Grantor is seized of the premises
in fee simple, that it has the right to convey the same in fee simple, that title is marketable and
free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful claims of all persons whomsoever, subject to the following exceptions: zoning
ordinances affecting the property, restrictive covenants of record, street rights -of -way, utility
easements of record, and the lien for 2017 and subsequent years` ad valorem property taxes.
IN WITNESS WHEREOF, Grantor has caused this instrument to be duly executed, the
day and year first above written.
MILLI KEN & LENNON, INC., a North Carolina
corporation
By: a-d6--# J0.-12.411-ft
Sue Wescott, President
STATE OF NORTH CAROLINA
COUNTY OF IIun-5vta4�-
1, a Notary Public of said County and State, do hereby certify that Sue Wescott
personally came before me this day and acknowledged that she is President of MILLIKEN &
LENNON, INC., a North Carolina corporation, and that she, as President, being authorized to
do so, executed the foregoing deed on behalf of the corporation.
Date. °2 2018
**notary stamp or seal**
4a)/A, C'4L
Notary Public's signature
Notary's Printed Name:
50.n�.Va- L' l�C�rG�I
My Commission Expires:
a - --7 - ?. 3

lilllil I�IIIIEI fll II �I�I! �I � ill I lil Brend ?�� l 15: 16: m ons-�©'PROP
Brunswick County, NC Register of Deeds page 3 of 3
EXHIBIT "A"
BEING all -of Tract 2 containing 1,53 acres as more fully described in a Plat prepared by Christopher D.
Stanley, P.L.S. entitled "Minor Subdivision Map for: Milliken & Lennon, Inc., A Portion of the Lands
Claimed in Deed Book 585, Page 578 Reputed Owners- Milliken & Lennon, Inc." dated June 26, 2017
and recorded in the Office of Brunswick County Registry in Map Book 108 at Page 25.
THIS conveyance is made subject to the following reservations of easements, covenants and
conditions:
1. Grantor reserves in favor of Grantor and Grantor's lawful successors and assigns rights of way
and easements in the Property herein conveyed as follows:
a. Rights of way and easements for drainage, flowage, receipt, discharge and removal of
natural drainage and existing storm water drainage, over, within, along and upon that portion of a
certain area shown as "Canal Ditch" on a survey plat thereof recorded in Map Cabinet 67 at Page 20,
Brunswick County Registry which lies on Tract 2 as shown on a survey plat thereof recorded in Map
Cabinet 108 at Page 25, Brunswick County Registry or an area of equivalent drainage function which
lies on Tract 2, should all or a portion of the "Canal "Ditch" require removal or modification for
development purposes.
b. The right but not the obligation to enter the Property with personnel and equipment as
reasonably necessary from time to time to inspect the drainage and flowage facility,
C. The right but not the obligation to enter the Property with personnel and equipment as
reasonably necessary from time to time to repair, maintain, keep open and clear the "Canal Ditch" as it
presently exists or may be hereafter modified and its embankments from debris, trees, vegetation,
lateral collapse, or other conditions whatsoever which impede or obstruct the "Canal Ditch" as a
drainage and flowage facility, provided that any such repairs, maintenance and activities shall be
conducted and accomplished in accordance with all required or existing local, state and federal
governmental permits and standards.
d. A vehicular and pedestrian access easement for purposes of ingress, egress and
regress to and from Tract 1 as shown on the plat recorded in Map Cabinet 108 at Page 25 over, along
and upon that area designated as "Access Easement 'A', 1,993 square feet on said plat".
2. By acceptance of this deed, Grantee covenants for itself and its lawful successors and
assigns that it will not impede or obstruct the "Canal Ditch" or the area of its equivalent drainage
function as a drainage and flowage facility.
3. The rights of way, easements and covenants herein reserved, declared and contained shall
be appurtenant to and shall run with the title of Grantor's Retained Property shown as Tract 1 on a
survey plat thereof recorded in Map Cabinet 108 at Page 25, Brunswick County, Registry, and shall be a
benefit to said Retained Property and a burden upon the Property herein conveyed.
Initial