SW8010405_HISTORICAL FILE_20190821

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
C7' HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE ao(q 2(
YYYYMMDD

• 3�a 5rAr(o.
ROY COOPER RV
Governor �
MICHAEL S.REGAN
✓�
Secretary �4i"
S. DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
August 21 2019
Coastal Community Baptist Church
Attn: Greg Hales, Pastor
P.O. Box 12270
Wilmington,NC 28405
Subject: State Stormwater Management Permit No. SW8 010405
Coastal Community Baptist Church
Project with Areas of both High and Low Density
New Hanover County
Dear Mr. Hales:
The Wilmington Regional Office received a complete, modified State Stormwater Management Permit
Application for the subject project on August 14, 2019. Staff review of the plans and specifications has
determined that the project, as proposed, complies with the Stormwater Regulations set forth in 15A
NCAC 0214.1000 (1995 Rules)as amended by Session Law (SL) 2006-246, Session Law (SL) 2008-211,
and subsequently amended on January 1, 2017 (2017 Rules). We are hereby forwarding modified Permit
No. SW8 010405 dated August 21, 2619, for the construction of the built-upon areas (BUA),Stormwater
control measures (SCMs), and vegetated conveyances associated with the subject project.
This permit shall be effective from the date of issuance until June 1, 2023 and the project shall be subject
to the conditions and limitations as specified therein and does not supersede any other agency permit that
may be required. 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.
Please refer to Attachment C for a detailed description of the current proposed major modification and a
list of all the past modifications approved during the effective period of the permit.
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 replace the previously approved plan sheets with
the attached modified and approved versions. Please also replace the previous application (SWU-101),
with the attached modified version.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes and
must be filed with the OAH within thirty (30) days of receipt of this pennit. You should contact the OAFI
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their
website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Garrett Zorda in the Wilmington
Regional Office, at [phone] or garrett.zorda@ncdenrgov.
Sincerely,
l
3,>S. Danietl'Smith, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A—Designer's Certification Form
Attachment C—Permitting History
Application Documents
North Carolina Department of Environmental Qualitv l Division of Energy.Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington,North Carolina 28405
910796.7215
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j State Stormwater Permit No. S W8 010405
7 Page 2 of 2
CDS/gdz.: \\\Stormwater\Permits&.Projects\2001\010405 I-ID\2019 08 permit 010405
cc: Phil Tripp, PE,Tripp Engineering
New Hanover County Building.Safety Department.
New Hanover County Engineering
Wilmington Regional Office Stormwater Pile

State Stormwater Management
Permit No. SW8 010405
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
DEVELOPMENT WITH AREAS OF BOTH HIGH AND LOW DENSITY
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 (1995 Rules) as
amended on January 1, 2017 (2017 Rules) (collectively, the "stormwater rules"),
PERMISSION IS HEREBY GRANTED TO
Coastal Community Baptist Church
Coastal Community Baptist Church
7721 Alexander Road, Wilmington, New Hanover County
FOR THE
construction, management, operation and maintenance of built-upon area (BUA), one (1) area of 24%
low density (the "low density area") as well as two (2) wet detention ponds ("stormwater control
measures' or "SCMs") discharging to Class SA-HQW greater than one-half mile as outlined in the
application, approved stormwater management plans, supplement(s), 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 June 1, 2023 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 15A
NCAC 02H.1000 and NCGS 143-215.1 et.al.
1. BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is 150,654
square feet. The runoff from all BUA within the permitted drainage areas of this project must
continue to be directed into the permitted SCMs. The following specific requirements pertain to
the BUA on this project:
a. LOW DENSITY BUA LIMITS. The low density area, also referred to as Drainage Area 3 in
the approved plans and specifications, must not exceed 24% per the requirements of the
stormwater rules. Within this low density area, this permit covers the construction of a total of
3,296 square feet of BUA, which includes 3,296 square feet of proposed BUA. This permit
does not provide any allocation of built-upon area for future development within this low
density area.
b. SCM BUA LIMITS. The SCMs labeled Detention Pond 1 and Detention Pond 2 have been
designed using the runoff treatment method to handle the runoff from 123,807 square feet
and 23,551 square feet of BUA, respectively, within the delineated drainage areas. This
permit does not provide any allocation of BUA for future development within the delineated
drainage area(s).
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State Stormwater Management
Permit No. SW8 010405
c. #57 STONE. SCM drainage area 1 is proposing 5,429 square feet of#57 stone laid at least
four inches thick over a geotextile fabric as a pervious surface for the access road to the
back portion of the lot. The underlying soil should not be mechanically compacted prior to
installation. If, in the future, this pervious surface is found to no longer meet these
requirements, a permit modification will be required
2. SCM REQUIREMENTS. The following requirements pertain to the SCMs on this project:
a. SCM DESIGN. The SCMs are permitted based on the design criteria presented in the
sealed, signed and dated supplements and as shown in the approved plans and
specifications. These SCMs must be provided and maintained at the design condition.
b. 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.
c. 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
d. 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. LOW DENSITY AREA REQUIREMENTS. The following requirements pertain to the low density
area of this project:
a. LOW DENSITY AND CONVEYANCE DESIGN. The low density area 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 low density area and conveyances must be
provided and maintained at the design condition.
b. PIPING. Other than the piping shown on the approved plans, only minimal amounts of
piping under driveways and roads is allowed within the low density area when it cannot be
avoided. No additional piping is allowed.
c. DISPERSED FLOW. The low density area has maximized dispersed flow of stormwater
runoff through vegetated areas and minimized the channelization of flow.
d. VEGETATED CONVEYANCES. Stormwater runoff that could not be released as dispersed
flow may be transported by vegetated conveyances with minimum side slopes of 3:1 (HIV)
designed to not erode during the peak flow from the 10-year storm event as defined in the
stormwater rules and approved by the Division.
4. NON-ENFORCEABLE SCMS. The existing pond shown on the plans in Drainage Area 3 is not
required by the Division and has not been demonstrated to meet the State Stormwater Minimum
Design Criteria and therefore is not considered a part of the approved state stormwater
treatment system. This additional measure is incorporated only by reference and is not
enforceable parts of the permit.
5. STORMWATER OUTLETS. The peak flow from the 10-year storm event shall not cause
erosion downslope of the discharge point.
& 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.
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State Stormwater Management
Permit No. SW8 010405
b. RELEASE OF STORMWATER NOT TREATED IN AN SCM. Stormwater that is not treated
in an SCM, such as in the low density area including roof drains, must be released at the
edge of the vegetated setback and allowed to flow through the setback as dispersed flow.
7. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded with the Office of the Register of Deeds:
a. 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.
b. OPERATION AND MAINTENANCE AGREEMENT. The operation and maintenance
agreement must be recorded with the Office of the Register of Deeds.
c. 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.
d. 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.
8. CONSTRUCTION. During construction, erosion shall be kept to a minimum and any eroded
areas of the on-site stormwater system will be repaired immediately.
a. UNDERGROUND SCMs. It is recommended that during the installation of the underground
SCM, photos be taken documenting the construction and demonstrating that the constructed
SCM meets the approved design. It is further recommended that these photos be submitted
with the required Designer's Certification.
b. 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.
c. 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.
9. 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. For changes to the project or SCM that impact the certifications, a new or updated
certification(s), as applicable, will be required and a copy must be submitted to the appropriate
DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including the
SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
and/or property area as reported in the approved plans and specifications.
d.' Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), stormwater collection system and/or vegetative
conveyance shown on the approved plan
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or landscaping
material to be considered a permeable surface that were not included in the approved plans
and specifications.
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State Stormwater Management
Permit No. SW8 010405
g. Other modifications as determined by the Director.
10. DESIGNER'S 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.
11. 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 are maintained 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 or in the
event that the low density area fails to meet the requirements of low density, the permittee
shall take immediate corrective actions. This includes actions required by the 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.
12. 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 15A NCAC 02H.1045(3).
13. CURRENT PERMITTEE 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.
14. 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.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 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 08;
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
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State Stormwater Management
Permit No. SW8 010405
compliance with the permit will not be transferred until all permit and/or general statute
conditions are met.
15. 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.
f. 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 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 modified and reissued this the 2111 day of August 2019.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
h,4,,
t S. Daniel g2mith, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 010405
Page 5 of 5

State Stormwater Management
Permit No. SW8 010405
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 Low Density Projects
• 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 or phase of the
project.
Page 1 of 1

State Stormwater Management
Permit No. SW8 010405
AS-BUILT PERMITTEE CERTIFICATION
I hereby state that I am the current permittee for the project named above, and I certify by my signature below,
that the project meets the below listed Final Submittal Requirements found in NCAC 02H.1042(4)and the
terms, conditions and provisions listed in the permit documents, plans and specifications on file with or provided
to the Division.
eCheck here if this is a partial certification. Section/phase/SCM #?
Check here if this is part of a Fast Track As-built Package Submittal.
Printed Name Signature
I, , a Notary Public in the State of
County of , do hereby certify that
personally appeared before me this day of 20
and acknowledge the due execution of this as-built certification. (SEAL)
Witness my hand and official seal
My commission expires
Completed!
Petmittee's Certification NCAC .1042(4) Comp N/A
Provided ..
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 stormwater 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 BUA on each lot are being kept. (See Note 1) Y or N
B. MAINTENANCE ACCESS
I. The SCMs are accessible for inspection, maintenance and repair. Y or N
2. The access is a minimum of 10 feet wide. Y or N
3. The access extends to the nearest public right-of-way. Y or N
C. EASEMENTS
1. The SCMs and the components of the runoff collection/conveyance system Y or N
are located in recorded drainage easements.
2. A copy of the recorded plat(s) is provided. Y or N
D. SINGLE FAMILY RESIDENTIAL LOTS-Plats for residential lots that Y or N
have an SCM include the following:
I. The specific location of the SCM on the lot. Y or N
2. A typical detail for the SCM. Y or N
3. A note that the SCM is required to meet stormwater regulations and that the
lot owner is subject to enforcement action as set forth in NCGS 143 Article Y or N
21 if the SCM is removed, relocated or altered without prior approval.
E. OPERATION AND MAINTENANCE AGREEMENT Y or N
1. The O&M Agreement is referenced on the final recorded plat. Y or N
2. The O&M Agreement is recorded with the Register of Deeds and appears in Y or N
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.
Note I-Acceptable records include ARC approvals,as-built surveys, and county tax records.
Page 1 of 9

State Stormwater Management
Permit No. SW8 010405
Provide an explanation for every requirement that was not met, and for every"N/A" below. Attach additional
sheets as needed.
Page 2 of 9

State Stormwater Management
Permit No. SW8 010405
AS-BUILT DESIGNER'S CERTIFICATION GENERAL MDC
1 hereby state that I am a licensed professional and I certify by my signature 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 MDC found in NCAC 02H.1050 in accordance with the permit
documents, plans and specifications on file with or provided to the Division, except as noted on the"AS-
BUILT"drawings, such that the intent of the stonnwater rules and statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM 9?
Check here if this is a part of a Fast-Track As-Built Package Submittal per .1044(3).
Check here if the designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed Name Signature
NC Registration Number Date
SEAL: Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
O Circle N if the as-built value differs from the Plan. If N is circled, provide an explanation on Page 2.
ON/E =not evaluated (provide explanation on page 2) ON/A = not applicable to this SCM or project.
Consultant's Certification NCAC .1003((3)&General MDC .1050 OAs-built ON/E ON/A
A. TREATMENT RE UERVMENTS
I. The SCM achieves runoff treatment. Y or N
2. The SCM achieves runoff volume match. Y or N
3. Runoff from offsite areas and/or existing BUA is bypassed. Y or N
4. Runoff from offsite areas and/or existing BUA is directed into Y or N
the permitted SCM and is accounted for at the full build-out
potential.
5. The project controls runoff through an offsite permitted SCM Y or N
that meets the requirements of the MDC.
6. The net area of new BUA increase for an existing project has Y or N
been accounted for at the appropriate design storm level.
7. The SCM(s) meets all the specific minimum design criteria. Y or N
B. VEGETATEDSETBACKS/BUA
1. The width of the vegetated setback has been measured from Y or N
the normal pool of impounded waters, the MH W 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 other Y or N
vegetation.
3. BUA that meets the requirements of NCGS 143-214.7 (62)(2) Y or N
is located in the setback.
4. BUA that does not meet the requirements ofNCGS 143-214.7 Y or N
(b2)(2) is located within the setback and is limited to:
a. Publicly funded linear projects (road, greenway sidewalk)
b. Water-dependent structures
c. Minimal footprint uses (utility poles, signs, security
lighting and appurtenances)
5. Stormwater that is not treated in an SCM is released at the Y or N
edge of the setback and allowed to flow through the setback as
dispersed flow.
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State Stormwater Management
Permit No. SW8 010405
(T)As-built ON/E ©N/A
C. STORMWATER OUTLETS—the outlet handles the peak flow y or N
from the 10 year storm with no downslo a erosion.
D. VARIATIONS
I. A variation(alternative) from the stormwater rule provisions y or N
has been implemented.
2. The variation provides equal or better stormwater control and Y or N
equal or better protection of surface waters.
E. COMPLIANCE WITH OTHER REGULATORY Y or N
PROGRAMS has been met.
F. SIZING -the volume of the SCM takes the runoff from all
surfaces into account and is sufficient to handle the required storm Y or N
depth.
G. CONTAMINATED SOUS infiltrating SCM's are not located Y or N
in or on areas with contaminated soils.
H. SIDE SLOPES
I. Vegetated side slopes are no steeper than 3H:1 V. Y or N
2. Side slopes include retaining walls, gabion walls, or other Y or N
surfaces that are steeper than 3 H:l V.
3. Vegetated side slopes are steeper than 3H:1 V (provide Y or N
supporting documents for soils and vegetation).
L EROSION PROTECTION
1. The inlets do not cause erosion in the SCM. Y or N
2. The outlet does not cause erosion downslope of the discharge Y or N
point during the peak flow from the 10 year 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. CLEANOUT AFTER CONSTRUCTION—the SCM 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 N
2. The access does not include lateral or incline slopes>3:1. 1 Y or N
N. DESIGNER QUALIFICATIONS (FAST-TRACK PERMIT)—
The designer is licensed under Chapters 89A, 89C, 89E,or 89F of EY
r N
the General Statutes.
Provide an explanation for every MDC that was not met, and for every item marked "N/A"or"N/E", below.
Attach additional pages as needed:
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State Stormwater Management
Permit No. SW8 010405
AS-BUILT DESIGNER'S CERTIFICATION FOR LOW DENSITY PROJECTS
I hereby state that I am a licensed professional and I certify by my signature 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 all of the MDC found in 15A NCAC 02H.1003, in accordance with the permit
documents, plans and specifications on file with or provided to the Division, except as noted on the "AS-BUILT"
drawings, such that the intent of the stormwater rules and the general statutes has been preserved.
❑ Check here if this is a partial certification. Section or phase
❑ Check here if this is part of a Fast-Track As-Built Package Submittal per 15A NCAC 02H .1044(3).
❑ Check here if the Designer did not observe the construction but is certifying the project.
❑ Check here if pictures of the project are provided.
Printed Name Signature
NC Registration Number Date
SEAL: Consultant's Mailing Address:
City: State: Zip:
Phone:(
Consultant's Email address:
O Circle N if the as-built value differs from the Plan/permit. If N is circled, provide an explanation on page 3.
O N/E = Not Evaluated (provide explanation on page 2). ON/A= Not Applicable to this projecUplan.
Consultant's Certification (MDC 15A NCAC 02H_1003)
Project Density and Built-Upon Area OAs-built ®N/E ®N/A
1. The project has areas of high density based on natural drainage Y or N
area boundaries, variations in land use or construction phasing.
2. The project's built-upon area does not exceed the maximum limit Y or N
specified in the permit.
Dispersed Flow OAs-built ®N/E GN/A
1. The project maximizes dispersed flow through vegetated areas Y or N
and minimizes channelized flow.
Page 5 of 9

State Stormwater Management
Permit No. SW8 010405
Vegetated Conveyances 7OAs-built ®N/E ®N/A
1. Stormwater that is not released as dispersed flow is transported Y or N
by vegetated conveyances.
2. The project has a minimal amount of non-vegetated conveyances Y or N
to reduce erosion.
3. Other than minimal piping under driveways and roads, no piping Y or N
has been added beyond what is shown on the approved plans.
4. Side slopes are no steeper than 3HIV. Y or N
5. The conveyance does not erode in response to the peak flow from Y or N
the 10-year storm.
Curb outlet systems (if applicable) OAs-built ®N/E ®N/A
1. The swale or vegetated area can carry the peak flow from the Y or N
10-year storm at a non-erosive velocity.
2. The longitudinal slope of the swale or vegetated areas does not Y or N
exceed 5%.
3. The swale has a trapezoidal cross-section and a minimum bottom Y or N
width of two feet.
4. The minimum length of the Swale or vegetated area is 100 feet. Y or N
5. Side slopes are no steeper than 3HA V. Y or N
6. The project utilizes treatment swales designed per Section .1061 Y or N
in lieu of the curb outlet system requirements.
_T_
Vegetated Setbacks(if applicable) OAs-built ®N/E ®N/A
1. The width of the vegetated setback is at least 50'. Y or N
2. The width of the vegetated setback has been measured from the
normal pool of impounded waters, the MHW line of tidal waters, Y or N
or the top of bank of each side of rivers or streams.
3. The vegetated setback is maintained in grass or other vegetation. Y or N
4. BUA that meets the requirements of NCGS 143-214.7(b2)(2) is Y or N
located in the setback.
5. BUA that does NOT meet the requirements of NCGS 143-
214.7(b2)(2) is located within the setback and is limited to:
• Publicly-funded linear projects (road, greenway, or sidewalk) Y or N
• Water dependent structures
• Minimal footprint uses such as poles, signs, utility
appurtenances, and security lights.
6. The amount of BUA within the setback is minimized, and Y or N
channeling of the runoff from the BUA has been avoided.
7. Stormwater is not discharged (via swale or pipe) through a
vegetated setback. Stormwater is released at the edge of the Y or N
setback and allowed to flow through the setback as dispersed flow.
Page 6 of 9

State Stormwater Management
Permit No. SW8 010405
Outlets OO As-built OWE ®N/A
1. Stormwater outlets do not cause erosion downslope of the Y or N
discharge point during the peak flow from the 10-year storm.
Variations OAs-built ®N/E ®N/A
1. The project has variations from the MDC that were not previously Y or N
approved. (Modification may be required.)
Deed restrictions(if applicable) OAs-built ®N/E ®NIA
1. Deed restrictions are recorded and ensure that the project and
the BUA will be maintained in perpetuity consistent with the Y or N
permit, approved plans, and specifications.
For Subdivisions Only (Residential or Commercial) OAs-built ®N/E ®N/A
1. The number of platted lots is consistent with the approved plans. Y or N
2. The project area is consistent with the approved plans. Y or N
3. The layout of the lots and streets is consistent with the approved Y or N
plan.
4. The width / radius of streets, paved accesses, cul-de-sacs and Y or N
sidewalks is consistent with the approved plan.
5. No piping, other than those minimum amounts needed under a Y or N
driveway or under a road, has been added.
6. The lot grading, road grading, vegetated conveyances, piping, Y or N
inverts, and elevations are consistent with the approved plans.
Provide an explanation below for every MDC that was not met, and for every item marked "NIA" or
"NIE." Attach additional pages as needed.
Page 7 of 9

State Stormwater Management
Permit No. SW8 010405
AS-BUILT DESIGNER'S CERTIFICATION FOR WET DETENTION POND PROJECT
1 hereby state that I am a licensed professional and I certify by my signature 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 all of the MDC found in NCAC 02H.1053, in accordance with the permit documents, plans
and specifications on file with or provided to the Division, except as noted on the "AS-BUILT" drawings, such
that the intent of the stormwater rules and the general statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM #?
Check here if this is part of a Fast-Track As-Built Package Submittal per .1044(3).
Check here if the Designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed Name Signature
NC Registration Number Date
SEAL: Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
O Circle N if the as-built value differs from the Plan/permit. If is circled, provide an explanation on page 2
OO N/E= not evaluated (provide explanation on page 2) ON/A = not applicable to this project or SCM.
This Certification must be completed in conjunction with the General MDC certification under NCAC 02H.1050
Consultant's Certification(MDC .1053) OAs-built ©N/E ON/A
A. Forebay/Depths/Fountain
1. The available Sediment storage is consistent with the approved Y or N
Ian and is a minimum of 6 in.
2. Water flow over the forebay berm into the main pond occurs at a y or N
non-erosive velocity.
3. The provided Forebay Volume is 15%-20% of the main pool y or N
volume.
4. The Forebay entrance elevation is deeper than the exit elevation y or N
into the pond.
5. The Average Design Depth of the main pond below the y or N
permanent pool elevation is consistent with the permitted value.
6. Fountain documentation is provided. Y or N
B. Side slopes/Banks/Vegetated Shelf
1. The width of the Vegetated Shelf is consistent with the approved Y or N
tans and is a minimum of 6 feet.
2. The slope of the Vegetated Shelf is consistent with the approved y or N
tans 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 y or N
permitted value.
2. The Temporary Pool Volume provided is consistent with the y or N
permitted value.
3. The permanent pool elevation is consistent with the permitted Y or N
value.
4. The temporary pool elevation is consistent with the permitted y or N
value.
Page 8 of 9

State Stormwater Management
Permit No. SW8 010405
OAs-built GN/E OO N/A
D. Inlets/Outlet/Drawdown
1. The design volume draws down in 2-5 days. Y or N
2. The size 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
4. Hydrologic impacts to the receiving channel are minimized from Y or N
the 1 yr 24 hr storm discharge?
5. The inlets and the outlet location are situated per the approved Y or N
Ian and avoid short-circuiting.
E. V etation
1. The vegetated shelf has been planted with a minimum of 3 y or N
diverse species.
2. The vegetated shelf plant density is consistent with the approved
plans and is no less than 50 plants per 200 sf or no less than 24 Y or N
inches on center.
Provide an explanation for every MDC that was not met, and for every item marked "N/A"or"N/E" below.
Attach additional pages as needed:
Page 9 of 9

State Stormwater Management
Permit No. SW8 010405
Attachment C
Permitting History
Coastal Community Baptist Church
Permit No. 5W8010405
Approval Permit BIMS
Date Action Version Description of the Changes,
Approved two wet detention ponds with 123,807
6/1/2001 Original 1.0 square feet and 23,551 square feet of BUA draining
Approval to Detention Pond No. I and Detention Pond No. 2,
respectively
5/20/2019 Transfer 1.1 Transferred under the provision of Session Law
2013-121.
5/31/2019 Renewal 2.0 Renewed the expired permit
The building layout for DA l was modified, with
building BUA increasing by 5,498 sf and sidewalk
BUA increasing by 2,877 sf. Asphalt/parking BUA
decreased by 8,375 sf in DAL Also included in
8/2l/2019 Major 2 i DA1 was 5,429 sf of 957 stone (4" thick over
Modification geotextile fabric).The total BUA for DA 1 and
DA2, however, remained the same. DA3 was
added with the purchase of an adjacent plot. DA3
was approved as Low Density subject to 2017 rules
with 3,296 sf of BUA.
Page 1 of 1

Stormwater Modification
August 14, 2019
Re: Coastal Community Baptist Church
SW8 010405
TE 01017
Modifications are proposed for Drainage Area 1 only.
Proposed building impervious has increased by 5,498 sf (from 27,063 sf to 32,561 so.
Concrete sidewalk impervious has increased by 2,877 sf (from 6,608 sf to 9,101 so.
Asphalt access/parking impervious in Drainage Area 1 has decreased by 8,375 sf(from
90,520 sf to 82,145 sf). Also proposed is the addition of 5,429 sf of #57 Stone gravel
parking area at 100% pervious.
As a result, the total BUA for Drainage Area 1 remains unchanged at 123,807 sf.
Drainage Area 2 remains unchanged at the permitted 23,551 sf BUA.
Drainage area 3 has been added with the purchase of parcels R03600-003-007-000 and
R03600-003-002-000. Drainage area 3 contains and 459,994 sf of property area and
3,296 sf of BUA for a total of 0.7% impervious to sheet flow over existing vegetation to
the rear of the site.

TRIPP ENGINEERING, P.C.
0 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
August 14, 2019
NCDEQ EC EIVE
Division of Energy, Mineral and Land Resources AUG 14 2019
127 Cardinal Drive
Wilmington, NC 28405-3845 I
Attn: Garrett Zorda
Re: . Coastal Community Baptist Church
Permit No. SW8 010405
TE 17048
Dear Garrett:
In response to your comments dated August 12, 2019 for Coastal Community Baptist Church, we
offer the following:
1.True Grid area has been replaced with #57 stone gravel parking. Updated plan and narrative
are enclosed.
2.Gravel area has been called out on the plans and added to the legend.
3.There will be 82,145 sf of impervious parking area in Drainage Area 1. There will also be
5,429 sf of#57 stone at 100% pervious for a total of 87,574 sf of parking. The additional
8,375 sf of impervious BUA allocated as parking in the original permit is now proposed to
compensate for the increase in building and sidewalk BUA. Narrative has been corrected.
90,520 sf —Original permit impervious parking
- 82,145 sf — Proposed impervious parking
8,375 sf —to be reallocated as 5,498 sf increase in building BUA and 2,877 sf increase
in sidewalk BUA
4.Revised page 2 of the application is enclosed with the correct mailing address.
Please review for approval and contact us with any questions, comments or if you need
additional information. Thank you.
Sine ely,
Tr' P gi eeri P.C.
4
Phillip G. Tripp., P. .
PGT:dcb
Enc.

a STA4o
�ye w�M
ROY COOPER S
Governor
MICHAEL S.REGAN .
Secretary �,,,,,,•®
S.DANIEL SMITH NORTH CAROLINA
Otrector Environmental Quality
August 12, 2019
Via email only: bmor_ean(oparazonwilminaton.com
Coastal Community Baptist Church
Attn: Greg Hales, Pastor
7721 Alexander Road
Wilmington, NC 28411
Subject: Request for Additional Information
Stormwater Project No. SW8 010405
Coastal Community Baptist Church
New Hanover County
Dear Mr. Hales:
The Wilmington Regional Office received and accepted a modified State Stormwater Management Permit
Application for the subject project on July 29, 2019. A preliminary in-depth review of that information
has determined that the application is not complete and that additional information is needed. To continue
the review, please provide the following additional information:
I. 15A NCAC 02H.1055: The submitted narrative and plans indicate that True Grid area, considered
100% pervious, is proposed. True Grid and other plastic turf reinforcing grids are considered a
type of permeable pavement as shown in Table 2 of Chapter C-5 of the Stormwater Design
Manual and therefore must meet the requirements for permeable pavement. In order to receive
credit as 100% pervious, please provide documentation to support that the True Grid area meets
the MDC for permeable pavement. Please also provide a supplement, calculations, plan details,
and an Operation and Maintenance agreement for the area of permeable pavement.
2. 15A NCAC 02H.I 042(2)(g): Please identify the True Grid area on the plans or provide a legend.
3. 15A NCAC 02H.1042(2)(a)(iv): The submitted narrative indicates that the Asphalt
access/parking impervious for Drainage Area I will be decreased by 26,497 square feet, from
114,071 square feet of impervious surface, to 87,574 square feet of impervious surface, with this
modification. The submitted application, however, indicates the on-site parking impervious
surface is 82,145 square feet of impervious surface. Additionally, the current approved permit
includes 90,520 square feet of on-site parking impervious surface for Drainage Area I. Please
confirm the correct on-site parking impervious area for this modification and ensure it is
represented consistently throughout the entire application package.
4. 15A NCAC 02H.1042(2)(a)(vii): A review of the NC Secretary of State database indicates that
the mailing address for Coastal Community Baptist Church is different than the street address
provided in Section 111.l.b. Please confirm the correct mailing address for the applicant and
ensure it is reflected in Section Ill.l.b.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative, and plans. Please also remember to
provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
All of the requested information listed above should be received in this Office by August 27,2019. or the
application will be returned as incomplete. If additional time is needed to submit the requested
information, please email your extension request prior to this due date to the email address provided
below with ajustification and a date of when the requested information will be submitted, which shall be
no later than 15 days past the original due date. Please note that only two letters requesting additional
information is allowed in the State Stormwater Program for a total of 30 days to submit the requested
additional information. If the information is not satisfactorily provided after either the second request or
30 days, the project will be returned. If the project is returned and you wish to re-submit later, you will
need to resubmit all required items at that time, including the application fee.
D_E Q�� North Carolina Department of Environmental Quality I Division of Energy.M9neral and Land Resources
� Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington,North Carolina 28405
�+\ /� 910.796.7215

State Stormwater Permit No. SW8 010405
Page 2 of 2
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. If you have any questions
concerning this matter, please feel free to call me at(910) 796-7215 or email me at
[e-mail].
ncdenr.gov.
SSi�i-ncc-eerr^elly.^^d
Garrett Zorda
Environmental Engineer
GDS/gdz: \\\Stormwater\Permits & Projects\2001\010405 HD\2019 08 addinfo 010405
cc: Phillip G. Tr'pp, PE,Tripp Engineering; via email: ofce0aa irippengineering.com
Wilmington Regional 0 ice Stormwater File

Zorda, Garrett D
From: Zorda, Garrett D
Sent: Monday, August 12, 2019 3:41 PM
To: [e-mail]; [e-mail]
Cc: Georgette Scott ([e-mail])
Subject: Coastal Community Baptist Church (SW8 010405) - Request for Additional Information
Attachments: 2019 08 addinfo 010405.pdf
All,
Attached is a pdf of the request for additional information for the subject project. There are just a few items that need
to be addressed. Please let me know if you have any questions or concerns.
Thanks,
Garrett Zorda
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwaler Program
Department of Environmental Quality
910 796 7215 office
910 796 7345 direct
g a rrett.z o rd a e n cd e n r.g o v
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.
t

Burd, Tina J
From: Burd, Tina J
Sent: Wednesday, August 7, 2019 4:27 PM
To: '[e-mail]'; '[e-mail]'
Subject: SW8 010405 - Coastal Community Baptist Church
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Application and $505.00 fee for the subject project on July 29, 2019. The project has been
assigned to Garrett Zorda and you will be notified if additional information is needed. Please be advised that the
construction of built-upon area may not commence until the Stormwater Permit is issued.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance &Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
t

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
July 26, 2019
NCDEQ CGOVE
UL29 2019Division of Energy, Mineral and Land Resources
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Garrett Zorda
Re: Coastal Community Baptist Church
Permit No. SW8 010405
TE 17048
Dear Garrett:
In response to your comments, we are requesting a modification of existing stormwater permit
SW8 010405. Enclosed please find the following items for review:
• Permit Modification Application
• $505 check
• 2 Plans
• Operation & Maintenance Agreement
• Copy of the Deeds
• Secretary of State info
• Engineer's Certification is pending completion of pond maintenance and will be provided
as soon as the work is finished.
Please review for approval and contact us with any questions, comments or if you need
additional information. Thank you.
Sincerely,
T p En inee g, P.C. ECEIVE
Phillip !�rlipp -
PGT:dcb JUL 292019
Enc. eY.

SOSID: 1156779
Date Filed: 5/4/2018 1:52:00 PM
Elaine F. Marshall
North Carolina Secretary of State
STATE OF NORTH CAROLINA C2018 115 03518
DEPARTMENT OF THE SECRETARY OF STATE
STATEMENT OF CHANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
Pursuant to §55D-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
INFORMATION CURRENTLY ON FILE
The name of the entity is: Coastal Community Baptist Church
The street address and county of the entity's registered office currently on file is:
Number and Street: 1612 Setter Lane
City: Wilmington State: NC Zip Code:28411 County: New Hanover
The mailing address if different from the street address of the registered office currently on file is:
Number and Street: PO BOX 12270
City: Wilmington State: NC zip code: 28405 County: New Hanover
The name of the current registered agent is: Greg Hales
NEW INFORMATION
1. The street address and county of the new registered office of the entity is:
(complete this item only if the address of the registered office is being changed)
Number and street: 7721 Alexander Rd.
City: Wilmington State: NC zip code: 28411 county: New Hanover
2. The mailing address if different from the street address of the new registered office is:
(complete this item only if the address of the registered office is being changed)
Number and Street: PO BOX 12270
City: Wilmington State: NC zip Code: 28405 county. New Hanover
3. The name of the new registered agent and the new agent's consen777:zm
`�_
(complete this item only if the name of the registered agent is bei E @ V E
292019
Type or Print Name ojNew Agent
4. The address of the entity's registered office and the address of the business office of its registered agen&lt angCh e3­, _
will be identical.
5. This statement will be effective upon filing,unless a date and/or time is specified:
Thisisthe 18 dayofApril 2018 Coastal Community Baptist Church
ryN
Signature
Greg Hales, Past (Registered Agent)
Notes: Filing fee Is S5.00. This document must be filed with the Secretary of State. Type or Print Name and Title
••Instead of signing here,the new registered agent may sign a separate written consent to the appointment,which must be attached to this statement.
BUSINESS REGISTRATION DIVISION P.0.BOX 29622 RALEIGH,NC 27626-0622
Revised July 2017 Form BE-06

- r - DEMLR USE.ONLY
( Date R ccive Fee Paid Permit Number
a Ak z1&S w 8
Applicable Rul s: C Coastal SW-1995 ❑Coastal SW-2008 ❑ Ph II-Post Construction
(select all that apply) ❑ Non-Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑Other WQ M nit Plan:
State of North Carolina E C:E!I V E
Department of Environment and Natural Resource JUL 2 9 2019
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATIOl'QXee tlbi--
This form ruay be pholocopied for use as an original
1. GENERAL INFORMATION
I Project Name (subdivision, facility,or establishment name-should be consistent with project name on plans,
specifications, letters,operation and maintenance agreements,etc.):
Coastal Community Baptist Church
2. Location of Project(street address):
7721 Alexander Road
City:Wilminyton County:New Hanover Zip:28411
3. Directions to project(from nearest major intersection):
From the intersection of US 17 Market Street and SR 2717 Torchwood Blvd, travel approx. 0.40 mile north to
Alesander Road. Turn left on SR 1345 Alexander Road and travel approx. 500 If to entrance of site on left.
4. Latitude:340 17' 06" N Longitude:77°48' 34" W of the main entrance to the project.
IL PERMIT INFORMATION:
1.a.Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRenewals with rrrodifrrntions also requires SWLI-102-Reneeoal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 010405 , its issue date (if known) , and the status of
construction: ❑Not Started ®Partially Completed* ❑Completed* `provide a designer's certification
2. Specify the type of project(check one):
❑Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4.a.Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at'l-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control:10.0 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:Erosion Control Permit No. 26-01 Rev. 1
5. Is the project located within 5 miles of a public airport? [:]No ®Yes
If yes,see S.L.2012-200, Part Vl:httl27//12ortal.ncdenr.org/web/lr/rules-and-regulations
Fornr SWU-101 Version Oct. 31, 2013 Page I of

III. CONTACT INFORMATION
1 a.Print Applicant/ Signing Official's name and title(specifically the developer, property owner, lessee,
designated government official, individual,etc. who owns the proiect):
Applicant/Organization:Coastal Community Baptist Church
Signing Official&Title:Greg Hales, Pastor
b.Contact information for person listed in item la above:
Street Address:7721 Alexander Road
City:Wilmington State:NC Zip:28411
Mailing Address(if applicable):P.O. Box 12270
City:Wilmington State:NC Zip:28405
Phone: (910 1 686-7775 Fax: ( 1
Email:[e-mail]
c.Please check the appropriate box.The applicant listed above is:
®The property owner(Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer*(Complete Contact Information, item 2a and 2b below.)
2.a.Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official&Title:
b.Contact information for person listed in item 2a above: AUG 14 2019
Street Address: 1 U
City State: Zip:
Mailing Address (if applicable):
City State: Zip:
Phone: ( 1 Fax:
Email:
3.a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official&Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( 1 Fax: ( )
Email:
4. Local jurisdiction for building permits:
Point of Contact: Phone #: ( )
Form SWU-101 Version Oct. 31,2013 Page 2 of 6

IV., PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated. p
stormwater detention ponds E C E @ V
Ek
All 9 q 201Q_
Y:
2,a.If claiming vested rights, identify the supporting documents provided and the date they were approve :
❑Approval of a Site Specific Development Plan or PUD Approval Date:
❑Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW-1995 ❑ Ph II-Post Construction
3. Stormwater runoff from this project drains to the Cave Fear River basin.
4. Total Property Area: 23.21 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) =Total Project
Aree: 23.21 acres
Total project area shall be calculated to exclude the followin the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NHW) line or Mean High Water
(MHW)line, and coastal wetlands landward from the NHW(orMHM line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non-coastal wetlands landward of the NHW(or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area)X 100 = 14.9
9. How many drainage areas does the project have?3 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information Drainage Area 1 Drainage Area 21 Drainage Area 3 Drainage Area_
Receiving Stream Name UT Pages Creek UT Pages Creek UT Pages Creek
Stream Class * SA;HQW SA;HQW SA;HQW
Stream Index Number* 18-87-22 18-87-22 18-87-22
Total Drainage Area (sf) 231,184 43,093 459,994
On-site Drainage Area (so 231,184 43,093 459,994
Off-site Drainage Area (so - - -
Proposed Im ervious Area**(so 123,807 23,551 3,296
Impervious Area** total 53.6% 1 54.6% 0.7%
Impervious—Surface Area Drainage Area 1 Drainage Area 2 Draina e Area 3 Draina e Area_
On-site Buildings/Lots(so 32,561 3,113
On-site Streets (so - - _
On-site Parking (so 82,145 23,551 -
On-site Sidewalks (so 9,101 - 183
Other on-site (so - _
Future(sf)
Off-site (so
Existing BUA*** (so -
Total (so: 123,807 23,551 3,296
Stream Class and Index Number can be determined at: http://portaLncdenrorg/enebhuq/ps/esu/clnssiFcntions
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidG2oalks,gravel areas, etc.
*Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31,2013 Page 3 of 6

11. I-low was the off-site impervious area listed above determined?Provide documentation. N/A
Projects in Union Comm: Contact DEHLR Central Office s7q/f to check if the project is located irithin a Threatened&
Endangered Species watershed that may be suhiect to more stringent slormirolei requirements as per 15A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://12ortal.ncdenr.org/web/wq/ws/su/statesw/"forms_docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at ht!p://portal.ncdenr.org/web/wq/ws/su/mapss.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from h"://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
h ' rats
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions& Protective Covenants
Form. (if required as per Part V11 helow)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated) and O&M
agreement(s) for each 13MP. /t
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review, refer to P�
littp://www.eiiviielp.org[pages/onestol2express.litml for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'/2 mile of the site boundary,include the 1/2
mile radius on the map.
7. Sealed,signed and dated calculations (one copy). M
8. Two sets of plans folded to 8.5" x 14" (sealed,signed, &dated),including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.d. Legend. EO �,pEp�
E 196+
e. North arrow. -
f. Scale. JUL 2 9 2019
g. Revision number and dates. 7�
h. Identify all surface waters on the plans by delineating the normal pool elevation yy
impounded structures,the banks of streams and rivers,the MHW or NHW line o t5' ,
waters,and any coastal wetlands landward of the Mf 1W or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the bunks of streams or rivers,and the MH W (or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings& distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours,spot elevations,finished floor elevations.
1. Details of roads,drainage features,collection systems,and stormwater control measures.
m. Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plains,not as a separate document).
Form SWU-101 Version Oct.31,2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SH WT elevations (Please identify Alk
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl l" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DEMLR to verify the SHPVI'prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 5596/5936 Page No: 1566/74
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC _per
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
'The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
ham://www.secreta ry.sta te.nc.0 s/Corpora tions/CSearch.asi2x
V11. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size,and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://12ortal.ncdenr.org/web/Ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project, if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:Phil lip G.Tripp, P.E.
Consulting Firm:Tripp Engineering
Mailing Address:4"19 Chestnut Street
City:Wilmington State:NC Zip:28401
Phone: (910 ) 763-5100 Fax: (910 ) 763-5631
EmaiLoffice«trippengineering.com
1X. PROPERTY OWNER AUTHORIZATION (if Coronet Information, item 2 has beery filled out, complete this
section)I, (print or hype name of person listed in Contact Infornmtion, iteru 2n) 41Z6 i RA L£S certify that I
own the property identified in this permit application, and thus give permission to (print or hype name of person
listed in Contact Inforrrmtion,''��iferu]n) PAL&S with (print or hype name of organization listed in
Contact Information, item Ia)6PA9rAt, MM00 UN 6APTIST to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
a-RCEIV= '
JUL 2 9 2019
BY: ----
Form SWU-101 Version Oct.31,2013 Page 5 of

+ As the legal property owner I acknowledge, understand,and agree by my signature below, that if my designated
agent(entity listed in Contact Information, item 1)dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stornnvater permit reverts back
to me, the property Owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the asses Went civil penalties of up to$25,000 per day, pursuant to NCG7S 143--215.6.
Signature: Date: ! a I
hl
I, I ate A La a-- , a Notary Public for the ate of N� ,County of
L✓, do hereby certify that �Y� personally appeared
before me this ` ay of UNY,and acknow e due executio f the application for
a stormwater permit. Witness my hand and official seal,
Pam;,.........,,,,,.
a� . SEAL
c
My commission expires 3/1Z/z�
X. APPLICANT'S CERTIFICATION
I, (print or hIpe name of person listed in Contact Information, item 1a)Greg Hales
certify that the information included on this permit application form is, to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwater nil s ride SA NCAC 2I-1 .7000 and any other applicable state stormw ter req iirements.
Signatu e: Date:
I, P IIIAWk —a Notary Public for th State of �, County of
U✓�, do hereby certify that personally appeared
before me this 2&ay of ,and ackno the due exec 'tin the application for
a stormwater permit. Witness my hand and official seal,
"'• SEAL.
C TAB?Y . i
d l- '' C. My commission expires
ri
CEIVEUL 2 9 2019 .
Form S W U-101 Version Oct. 31,2013 Page 6 of 6
BY:

Application Completeness Review Checklist
Project Name: ( Da'alC t!bM Date Delivered to WIRO: Z 7-6(S
(D',tyt RIMS Received/Accepted DateJLLk Z.1
Project County/Location: *BIMS Acknowledged Date: t
Rule(s): 02017 Coastal ®zoos Coastal 121995 Coastal ®Phase II OUniversal 01988 Coastal
Permit Action: New ajar Mo /Minor Mod /Renewal/Transfer **New Permit H:
o t
Permit Type: HD/ LD/ LD Overall/HD & D Combo QQ Isting Permit#: 5LJ d)-1 (b uOS—
General Permit/Offsite�/FExempt/ R�elsciission au z" ®PE Cert on File?
SCM Type(s): y�pk U Offsite to SW8:
Development Type: Commercial/ Residential/Other ®Master PE Cert on File?
Subdivided?: Subdivision or Single Lot
For New or Transferred Permits Permittee is: Stream Class:
Property Owner(s) ®Developer ®Lessee ®Purchaser®HOA ®SA Map ®ORW Map
Paperwork Emailed Engineer on:
®Supplement(s) (1 original per BMP)
with correct/original signatures(1 original per BMP except LSIVFS and swales)
pplicati n with correct/original signatures ®Email Address: Design Engineer
orp o
rr LLC: Sid.Auth. per SoS or Signature Authorization letter or report ®Email Address: Property Owner
D5505 (within 6mo) Check#(s): 60 4105b ❑No Fee [DCeed
®Soils Report: w/SHWT or General Report ❑Email Address: Lessee
®Calculations(signed/sealed) ❑Lease Agreement
®Deed Restrictions, if subdivided: ❑Email Address: Purchaser
F—l**Signed & Notarized Template FiPurchase Agreement
®Correct Template (Comm/Res& HD/LD) or Dec. Covenants & Rest. Email Address: Developer
Recorded Covenants Email Address: HOA Representative
Recorded Plats ❑SO%or more Lots Sold List
roject Narrative
❑USGS Map
Plns
LEY�2ets ®Wetlands: Delineated or No Wetlands
inity Map Project Boundaries
Legend / Layout (proposed BUA dimensions)
❑DA Maps �etails (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
❑Existing Conditions ❑Landscape Plan
Grading ❑PE Seal
REVIEWER NAME: NOTES TO REVIEWER: *Enter BIMS Acknowledged Date on this Sheet
**FOR NEW Projects-Enter New Permit k on
Supplements& Deed Restiction Templates.
G:WQ\\\Reference Library\Procedures\Checklists\Completeness Review Checklist 20180313

1U
a'
BK: RB 5960 IIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIII
PG: 800-803 2016009635' NC FEE$26.00
RECORDED: STATE OF NG
04-04-2016 NEW HANOVER COUNTY.NC REAL ESTATE
04:15:30PM TAMMYTHEUSCHBEASLEY REAL
BY:CAROLYN JOHNSON REGISTER OF DEEDS EXTX
00
DEPUTY
Prepared by: Alley Register&McEachern THE ATTORNEY PREPARING
�� �� �,• 701 North 4th Street THIS INSTRUMENT HAS MADE
Wilmington,NC 28401 NO RECORD SEARCH OR TITLE
EXAMINATION AS TO THE
Mail after recording to: PROPERTY HEREIN DESCRIBED,
Coastal Community Baptist Church UNLESS THE SAME IS SHOWN
7721 Alexander Road BY HIS WRITTEN AND SIGNED
Wilmington,NC 28411 CERTIFICATE.
Tax Parcel ID #R03600-003-002-000
STATE OF NORTH CAROLINA
Revenue Stamps: $240.00
COUNTY OF NEW HANOVER
NORTH CAROLINA GENERAL WARRANTY DEED
THIS INDENTURE made this 4"day of April,2016,by and between Robert H.Powell,Jr.
a/k/a Robert H. Powell, and wife, Rebecca Powell„ having an address of 309 Greenview Drive,
Wilmington,NC,28411 Grantor,and Coastal Community Baptist Church,having an address of 7721
Alexander Road, Wilmington,NC, 28411, Grantee.
The designation Grantor and Grantee as used herein shall include said parties, their e}rs �
successors and assigns,and shall include singular,plural,masculine, feminine or neuo�a edd
by context.
JUL 2 9 2019
WITNESSETH:
WHEREAS, that the Grantor, for a valuable consideration paid by the Grantee, the receipt
of which is hereby acknowledged,has and by these presents does grant,(bargain,sell and convey unto
the Grantee in fee simple,all that certain lot or parcel of land situated in the County of New Hanover

and State of North Carolina, and more particularly described as follows:
See Exhibit "A" annexed hereto and made a part hereof.
The real property described _is x is not the Grantor's primary residence.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee
simple,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 except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
2016 ad valorem taxes and subsequent years
Rights of way and easements of record, if any
Zoning and other governmental regulations
IN WITNESS WHEREOF,the Grantor has hereunto set his hand and seal,the day and year
first above written.
Robert H. Powell, Jr.
�F ela�cc �QeUe,CQ (SEAL)
Rebecca Powell
STATE OF NORTH CAROLINA
COUNTY OF NEW\HANO�VE�R� "
1, AJ >. Ly y_�' l �2 a Notary Public of the County and State aforesaid,
certify that Robert H. P ell, Jr. and wife, Rebecca Powell„ Grantor, personally appeared before
me this day and acknowledged the execution of the foregoing instrument.
Witness my hand and official stamp or seal,this day of April, 2016
_(SEAL)
Not Publi
My Commission Expires: JUL 2 9 2019
Wend,I Miller o .
N07_9yPUBUC
New Hanover County,NC
MY Comm scion E ires

Powell to Coastal Community Baptist Church
EXHIBIT "A"
Beginning at a point, said point being the northeastern corner of Lot 46 and
the northwestern corner of Lot 47, Section 2, Greenview Ranches as
recorded in Map Book 9 at Page 16 of the New Hanover County Registry,
said point also being the southwestern corner of a tract of land conveyed to
Charles E. Edens by deed recorded in Book 1188 at Page 1077 of the New
Hanover County Registry;running thence from said beginning point, along
the northern line of Lots 46 to 38 of said Section 2, Greenview Ranches,
North 54 degrees 30-1/2 minutes West 977.14 feet to a point in the northern
line of said Lot 38; running thence North 31 degrees 11 minutes East
198.06 feet, more or less, to a point in the dividing line between Tracts 4
and 5 of the J. H. Southerland Estate as recorded in Map Book 2 at Page 84
of the New Hanover County Registry; running thence, along said dividing
line, South 54 degrees 30-1/2 minutes East 992.02 feet to a point, the
northwestern corner of aforementioned Edens tract of land;running thence,
along the western line of said Edens tract of land, South 35 degrees 29-1/2
minutes West 197.5 feet, more or less,to the point of beginning, containing
4.46 acres of land, more or less, the same being a portion of Tract 4 of said
J. H. Southerland Estate. This description provided by M. F. Underwood,
R.L.S., for The Foundation of UNC-W, according to a map dated May 4,
1987.
ECEIVE
JUL 292019
BY:

TAMMY BEASLSLEY EUSCH New Hanover County -`
BE
Register of Deeds 4
Register of Deeds yl r hj
216 NORTH SECOND STREET • WILMINGTON, NORTH CAROLINA 28401 !\� IA/
Telephone [phone] • Fax [phone]
T.
• r'
Ir
Ito
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4 I . 711 I r/
4.
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State of North Carolina, County of NEW HANOVER
Filed For Registration: 04/04/2016 04 : 15 :30 PM
Book: RB 5960 Page: 800-803
4 PGS $266. 00
Real Property $26 . 00
Excise Tax $240 . 00
Recorder: CAROLYN JOHNSON
Document No: 2016009635
+++tt+++ii##*♦taa+a+#t+###}44##a}a}a+#*+a+tatt#a#tt#t#t4a as 4a4a4a#aaaaa+4aa*aa4t*a####it*t++*tat♦**aaa}t}a4t
DO NOT REMOVE!
This certification sheet is a vital part of your recorded document. Please retain with original document and submit
when re-recording. q
ECEI
JUL 292019
BY:

BK: RB 5936 I II IIIIII II III IIII IIII IIII IIII
RECORDED a 2015037195
12-08-2015 NEW HANOVER COUNTY,NC NC FEE f28.00
12:47:31 PM TAMMY THEUSCH BEASLEY
BY:ANDREA CRESWELL REGISTER OF DEEDS
ASSISTANT
Prepared by: Alley Register& McEachem THE ATTORNEY PREPARING
ll
geA,Arr% AfL�) 701 North 4th Street THIS INSTRUMENT HAS MADE
Wilmington,NC 28401 NO RECORD SEARCH OR TITLE
EXAMINATION AS TO THE
Mail after recording to: PROPERTY HEREIN DESCRIBED,
Coastal Community Baptist Church UNLESS THE SAME IS SHOWN
7721 Alexander Road BY HIS WRITTEN AND SIGNED
Wilmington,NC 28411 CERTIFICATE.
Tax Parcel ID#R03600-003-007-000
STATE OF NORTH CAROLINA Revenue Stamps -0-
COUNTY OF NEW HANOVER
DEED OF CORRECTION
THIS INDENTURE made this M�day of December, 2015, by and between William G.
Rabon, widower, by and through his attorney in fact, James Richard Rabon, having an address of
7619 Bertha Road, Wilmington, NC, 28411, Grantor, and Coastal Community Baptist Church,
having an address of 7721 Alexander Road, Wilmington,NC, 28411, Grantee.
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors and assigns,and shall include singular,plural,masculine,feminine or neuter as required
by context.
This Deed is made to correct and reaffirm the transfer of real property by William G.Rabon,
widower,by and through his attorney in fact,James Richard Rabon,to Coastal Community Baptist
Church recorded on September 18, 2015 in Book 5919, Page 178,New Hanover County Re,�'s
and re-recorded on September 21, 2015 in Book 5919, Page 1339. �s A ®e d.
JUL 2 9 2019
BY:

WITNESSETH:
WHEREAS,that the Grantor, for a valuable consideration paid by the Grantee,the receipt
of which is hereby acknowledged,has and by these presents does grant,bargain,sell and convey unto
the Grantee in fee simple,all that certain lot or parcel of land situated in the County of New Hanover
and State of North Carolina, and more particularly described as follows:
See Exhibit "A" annexed hereto
The real property described is is not the Grantor's primary residence.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee
simple,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 except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
2015 ad valorem taxes and subsequent years
Rights of way and easements of record, if any
Zoning and other governmental regulations
IN WITNESS WHEREOF,the Grantor has hereunto set his hand and seal,the day and year
first above written.
,(Ja,., f.iCL- 4 P�& QfF (Seal)
Liam G. Rabon by and through his
attorney in fact, James Richard Rabon
JUL 2 9 2019
ev:�_

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I,Wendy J.Miller, a Notary Public of the County and State aforesaid,do hereby certify that
James Richard Rabon, attorney in fact for William G. Rabon personally appeared before me this
day, and being by me duly sworn, says that he executed the foregoing and annexed instrument for
and in behalf of the said William G. Rabon, and that his authority to execute and acknowledge said
instrument is contained in an instrument duly executed, acknowledged, and recorded in the Office
of the Register of Deeds in the County of New Hanover, State of North Carolina, in Book 5919,
Page 174, and that this instrument was executed under and by virtue of the authority given by said
instrument granting him power of attorney.
I do further certify that the said James Richard Rabon acknowledged the due execution of
the foregoing and annexed instrument for the purposes therein expressed for and in behalf of the said
William G. Rabon.
Witness my hand and official seal this 4 day of December, 2015.
Notary Public
My Commission Expires:
Wendy J.Miller
N0 y PUBLIC
New Hanover County,NC
'ay Commission Expires —
JUL 2 9 2019
BY:---

EXHIBIT"A"
Being all of Tract#2, a total of 5.03 acres, more or less, and Tract#3, a
total of 1.6 acres, more or less, as shown on that survey by Stuart Y.
Benson, RLS, dated June of 1997, and more fully described as:
Beginning at an existing iron pipe which is located at the terminus of a
60 foot wide dedicated street (Bertha Road) said dedicated street being
located between lots 48 and 49 of Section 2 of Greenview Ranches as
shown in Map Book 9 at Page 16 of the New Hanover County Registry
and said center line of Bertha Road also being located North 54 degrees
31 minutes 20 seconds West, 697.47 feet from a point at the intersection
ofthe center lines of U.S.Highway 17 and Greenview Drive, Secondary
Road 2082, as measured along the centerline of said Secondary Road
2082. Said beginning point also being located North 35 degrees 28
minutes 39 seconds East, 420.0 feet from a P.K. nail at the intersection
of said Bertha Road and Greenview Drive; thence,FROM THE POINT
OF THE BEGINNING, along the Northern line of the now or formerly
Robert H. & Rebecca Powell tract (Deed Book 1381 at Page 738),
continuing North 54 degrees 34 minutes 33 seconds West, a total
distance of 1086.43 feet to an existing iron pipe which marks the
Northwest corner of the aforementioned Powell tract; thence, along the
now or formerly Dewey L. Bordeaux, Jr. Tract, North 38 degrees 53
minutes 19 seconds East, 273.09 feet to an existing iron pipe; thence
along the Southern line of the Emily Darden Motley tract as shown in
Deed Book1724 at Page 631, South 84 Degrees 12 minutes 48 seconds
East,1069.70 feet to a new iron pipe; thence, South 35 degrees 28
minutes 29 seconds West, 265.81 feet to the POINT OF BEGINNING,
and containing 6.63 acres, more or less. The above being a portion of
Tract 5 of the J. H. Southerland Estate as shown in Deed Book 1878 at
Page 268.
The above is also the same property shown on a survey by Chris J.
Glover,RLS,dated-September 14,2015,for Coastal Community Baptist
Church.
,ECEIVE
- JUL 2 9 2019
BY.

TAMMY THEUSCH °°AN I TI'.N°�T
BEASLEY New Hanover County °
n
Register of Deeds Register of Deeds � ? _°
216 NORTH SECOND STREET • WILMINGTION,NORTH CAROLINA 28401 '
Telephone [phone] • Fax [phone] n,,,,,,,0
PT� ..
44#4#!f#f##AtfhfiAt#f#fi#fftt##ftit 4444f#4i###RiAR#fii*Af ititktf#*4*##f#f#fif##4}y#f iif if iff f#if 4i4#f##i#*RR*i
State of North Carolina, County of NEW HANOVER
Filed For Registration: 12/08/2015 12 : 47 :31 PM
Book: RB 5936 Page: 74-78
5 PGS $26 . 00
Real Property $26. 00
Recorder: ANDREA CRESWELL
Document No: 2015037195
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DO NOT REMOVE!
This certification sheet is a vital part of your recorded document. Please retain with original document and submit
when re-recording. ggp, p
JUL 2 9 2019
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2011030223
FOR REGISTRATION REGISTER OF DEEDS
NEWNNRNOVER COfEN tSRC
2111 BK 5593 PG�1566-10676 FEE $26 00
NC REV STRMP,$1,964 00
MIRK 120110NM
Prepared by Alley Register&McEachem No title exam performed
701 North 4,h Street by preparer of this instrument
t Wilmington,NC J�28401
Maillaafter Yecording of � o astal Community Baptist Church R UTvqED TO
P.0 Box 12270y,t� J +�
Wilmington, NC 28405
Tax Parcel ID# R03600-003-007-000
STATE OF NORTH CAP OLINA COUNTY OF NEW HANOVER
NORTH CAROLINA GENERAL WARRANTY DEED
THIS INDENTURE made this_,t day of November,2011,by and between Presbytery
of the Mid-Atlantic,a North Carolina Non-profit Corporation having an address of c/o DMC.
1 Sam Newell Road Matthews NC 28105 Grantor,and Coastal Community Baptist Church,
a North Carolina Non-profit Corporation having an address of 0.Box 12270,Wilmington,NC
28405, Grantee
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors and assigns,and shall include singular,plural,masculine,feminine or neuter as required
by context
WITNESSETH
WHEREAS, Roby Wallin,Phil Stump,Rob Buchanan, Gary McGhee,Frank Carter,
and John Brown,the undersigned are all Trustees in accordance with the bylaws of the Presbytery
of the Mid-Atlantic,a North Carolina Non-profit Corporation
WHEREAS,that the Grantor,for a valuable consideration paid by Grantee, has and by these
presents does grant and convey unto the Grantee in fee simple, all that certain lot or parcel of 1 d
situated in the County of New Hanover and State of NORTH CAROLINA, and tipary E`
JUL292019
b

described as follows-
See Exhibit"A" and Exhibit"B" attached.
The real property is not the primary residence of Grantor
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple
And the Gmntor covenants with the Grantee, that Grantor is mized of the premises in fee
simple,has the right to convey the same in fee simple,that title is marketable and five and clear of
all encumbrances,and that Grantor will warrant and defend the title against the lawfW claims of all
persons whomsoever except for the exceptions hereinafter stated.
Title to the property hercmabove described is subject to the following exceptions:
2011 New Hanover County Taxes and subsequent years.
Restrictions recorded in New Hanover County Registry
Federal,State,and Local governmental regulations
IN WITNESS WHEREOF, the undersigned Trustees of the Presbytery of the Mid-
Atlantic, a North Carolina Non-profit Corporation and in accordance with the Articles of
Organization and Bylaws of the Presbytery of the Mtd-Atlantic,Article V11,Section 2,,hereby sets
their hands us the duly authorized act of the corporation, the day and year first above written.
Presbytery of the Mid-Atlantic, a
North Carolina Non-profit
Corporation
BY
Roy Wffin
Trustee
STATE OF
COUNTY OF pN
1, Y 411-0 , a Notary Public of the Countyand State afotsaid,do hereby
certify that Roy lin, personal y apppeared before me this day and acknowledged that he is a
Trustee of the Presbytery of the Mid-Adantic,a North Carolina Nun-profit Corporation,and that
by authority duly given, the foregoing instrument was signed by hum as his capacity as Trustee.
Witness my hand and official sea] this 1 day of November, 2011.
1�9
My Commission Expires $: b wit COC 111 Nosy Public
ECEIVE
JUL 2 9 2019
el
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i
hil Skump
Trustee
STATE OF NORTH CAROLINA
COUNTY OF n l c u u c w„ot y
a Notary Public of the County and State aforesaid,do
hereby certify that Phd Stump, personally appeared before me this day and acknowledged that he
is a Trustee of the Presbytery of the Mid-Atlantic, a North Carolina Non-profit Corporation,and
that by authority duly given,the foregoing instrument was signed by him as his capacity as
Trustee
Witness my hand and official seal this a h' day of November,2011.
No P lic
My Commission Expires: / ,2 / L//I 'z—
Wendy J M"
NOTARY PLOX
JUL292019

Koh B ha an
Trustee
STATE OF 1)14
COUNTY OF R;6_1
1, O a• �( t��, a Notary Public of the County and State aforesaid,do
hereby certify tha ob Buchanan, personally appeared before me this day and acknowledged
that he is a Trustee of the Presbytery of the Mid-Atlantic,a North Carolina Non-profit
Corporation,and that by authority duly given, the foregoing instrument was signed by him as his
capacity as Trustee
Witness my hand and official seal this of day of November. 2011
a
U `
Notary ubhc
My Commission Expires PATSY q MILLER
Notary Public
Commonwealth of Virginia
7080822
My Commission Expires Nov 30,2014
ECEQ 4H E' 'p
JUL 2 9 2019 i
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cG e
TOst
STATE OF L\L ( "X
COUNTY OF \-J"g
1, 6SIm.A A- , a Notary Public of the County and State aforesaid,do
hereby ce y that Gary McGhee, personally appeared before me this day and acknowledged that
he is a Trustee of the Presbytery of the Mid-Atlantic,a North Carolina Non-profit Corporation,
and that by authority duly given,the foregoing instrument was signed by him as his capacity as
Trustee
Witness my hand and official seal this Z day of November, 2011
Notary Public
My Commission Expires. I AF2 y Ik
eU O
U-It;turzv%;J�IZ
ECEIVE
JUL292019
av:

rank Carter
Trustee
STATE OF Korl'l, aroltn2
COUNTY OF
1,-aC,A 0. 'Ftawu+ a Notary Public of the County and State aforesaid,do
hereby certify that Frank Carter, personally appeared before me this day and acknowledged that
be is a Trustee of the Presbytery of the Mid-Atlantic,a North Carolina Non-profit Corporation,
and that by authority duly given,the foregoing instrument was signed by him as his capacity as
Trustee.
Witness my hand and official seal this 2 day of November, 2011
Notary Public
----------------
• OFFICAL SEAL
My Commission Expires- 3of 2dt5 " .?' a PATRICIA M FLOWERS
F `s Notary Pubic
ForsyM County,NC
MYCMALMMON EXPIRE^ A t— =•
ECEI E
JUL 292019
BY:

B
rastee
STATE OF NORTH CAROLINA
COUNTY OF Uy\i yYcl_'_
h I, 5kkdlaIn i i2 Jc "t tl-a Notary Public of the County and State aforesaid,do
hereby cerhfy at John Brown, personally appeared before me this day and acknowledged that
he is a Trustee of the Presbytery of the Mid-Atlantic, a North Carolina Non-profit Corporation,
and that by authonty duly given, the foregoing instrument was signed by him as his capacity as
Trustee.
Witness my hand and official seal this I S4 day of November, 2011
IPubfir
Notary
My Commission Expires: �QJIJT �� �k `'qjt.yLt
ECEIVE
JUL 292019
f3V:�

EXHIBIT "A"
TRACT ONE
BEING all that certain tract or parcel of land lying and being located in Harnett Township, New
Hanover County, North Carolina and being bound on the North by (now or formerly) William G
&Jo Ellen Rabon as recorded in the New Hanover County Registry in deed book 2286, page
477. Bound on the East by (now or formerly) Emily Darden Motley in deed book 1724, page
631. Bound on the South by (now or formerly)Tract IA a 1 93 acre tract referenced in deed
book 2313, page 239 Bound on the West by(now or formerly) G Allie Moore in deed book
1754, page 979, Teresa J Bigford in deed book 1652, page l 11 and a 60 foot public right of way
of Bertha Road and being more particularly described as follows-
Commencing from a point located in the eastern 60 foot right of way of Greenview Drive and the
northern 100 foot right of way of U.S. Highway 17 Thence running with the western right of
way of U.S. Highway 17 North 45 degrees 29 minutes 03 seconds East 315 feet more or less to
an existing iron pipe and said pipe being the southwestern comer of Tax Parcel R03600-003-
001-000. Thence leaving said right of way and running with the common property line of
Mildred Williams North 54 degrees 23 minutes 19 seconds West 105.49 feet to an existing von
pipe. Thence running North 54 degrees 23 minutes 38 seconds West 70 95 feet to a new iron
pipe and said pipe being the northwestern comer of New Tract 2 Thence running North 41
degrees 42 minutes 33 seconds East 80.22 feet to a new iron pipe. Thence running with the
southwestem property line of Warrant Keith Rabon North 54 degrees 30 minutes I 1 seconds
West 117.72 feet to an existing iron pipe. Thence running North 54 degrees 30 minutes 11
seconds West 208 11 feet to a point located in the center of a Special Highway Overlay district
and said point being the Point of Beginning. Thence running North 54 degrees 30 minutes 11
seconds West 35 63 feet to an existing iron pipe and said pipe being located in the northeastern
comer of property of G Allie Moore and the southeastern comer of property of Teresa J
Bigford. Thence running North 54 degrees 30 minutes 11 seconds West 180.12 fee to an
existing von pipe Thence running with the common property line of William G and Jo Ellen
Rabon North 35 degrees 28 minutes 39 seconds East 265 81 fee to an existing von pipe. Thence
running with the common property line of Emily Darden Motley South 54 degrees 15 minutes 16
seconds East 262 44 feet to a point located in the center of the Special Highway Overlay District
Thence running with a new property line for Tracts I and 1 B South 45 degrees 29 minutes 03
seconds West 268.69 feet to the point of beginning containing 1.46 acres and being shown as
Tract 1 B on a Boundary Survey Map prepared by Hobbs Surveying Company, tcatedV.[ V,,E `
2000 to which reference is hereby made for a more full and accurate descripti
JUL 2 9 2019
BY:

EXHIBIT`B"
TRACT TWO.
BEING ALL of that certain tract or parcel of land lying and being located in Harnett
Township, New Hanover County, North Carolina. Being bound on the north by (now or
formerly) Mollie R. Johnson as recorded in the New Hanover County Registry in Deed
Book 1397, Page 209, (now or formerly) Janice Boyd Ward in Deed Book 2165, Page
959 and the public 60 foot right-of-way of Alexander Road,bound on the east by (now or
formerly) Bernard L. Morgan in Deed Book 2405, Page 264 and (now or formerly) Henry
J and Monica N Pierpan in Deed Book 1998, Page 225. Bound on the south by (now or
formerly) Warren Keith Rabon in Deed Book 2313, Page 239 and William G and Jo
Ellen Rabon in Deed Book 2286, Page 477 Found on the south by (now or formerly)
Ogden Pines in Map Book 37 at Page 387, a private 45 foot access right-of-way and (now
or formerly) D. H Johnson in Deed Book 1397, Page 209 and being more particularly
described as follows
COMMENCING FROM a point located in the centerline of road nght-of-ways Said
point being located in the intersection of the public 100 foot nght-of-way of U S
Highway 17 (Market Street) and the public 60 foot nght-of-way of Alexander Road and
running with a survey. The line from said point north 56 degrees 58 minutes 41 seconds
west 284 22 feet to an existing iron pipe located in the southern nght-of-way of
Alexander Road and said pipe being the point of beginning Thence leaving said right-
of-way and running with the common property line of Bernard L Morgan south 37
degrees 04 minutes 22 seconds west 173 49 feet to an existing iron pipe Thence running
south 37 degrees 18 minutes 01 seconds west 61.83 feet to an existing iron pipe Thence
running with the common property line of Warren Keith Rabon north 54 degrees 15,
minutes 16 seconds west 575.61 feet to an existing iron pipe Thence running with the
common property line of William G. and Jo Ellen Rabon north 54 degrees 12 minutes 34
seconds west 1070.15 feet to an existing iron pipe. Thence running ring with a portion of the
eastern property line of Ogden Pines subdivision north 40 degrees 31 minutes 54 seconds
east 336 04 feet to an existing iron pipe Thence running with the common property ]me
of Mollie R. Johnson south 51 degrees 59 minutes 26 seconds east 1323.86 feet to an
existing iron pipe located in the southern nght-of-way of Alexander Road. Thence
running with said right-of-way with a curve to the left, having a chord bearing and
distance of south 30 degrees 32 minutes 24 seconds east 86 13 feet and having a radius of
124.59 feet to a new iron pipe Thence running south 50 degrees 45 minutes 47 seconds
east 222 14 feet to an existing iron pipe and said pipe being the point of beginning
containing 11.19 acres and being shown on a boundary survey map prepared by Hobbs
Surveying Company, Inc. dated June 16, 2000, to which reference is hereby made for a
more full and accurate description E C E I V E
JUL 292019
i
BY:

OONTY.�
G I �
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JENNIFER H. MACNEISH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
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Filed For Registration. 11103/2011 01:29:16 PM
Book: RE 5596 Page: 1566-1575
Document No.: 2011030223
10 PGS $26.00
NC REAL ESTATE EXCISE TAX: $1,964.00
Recorder: CARTER, CAROLYN
State of North Carolina, County of New Hanover
ECEI "�' E
JUL 2 9 2019
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
* 2011030223
2011030223

Zorda, Garrett D
From: [e-mail]
Sent: Thursday, July 18, 2019 11:45 AM
To: Zorda, Garrett D
Cc: Scott, Georgette; 'Bob Morgan'; [e-mail]; 'Joseph Thompson'
Subject: RE: [External] Coastal Community Baptist Church SW8 010405
Follow Up Flag: Follow up
Flag Status: Flagged
Erternal email.Do not click links or open z ac ments unless you verify. end all suspicious email as an attachment to
Garrett,
We are completing a return submittal at this time addressing Items 1 & 2. We should be resubmitting by the end of next
week for your review.
Maintenance activity is underway and should be complete within 30 days from now.
Please contact us with questions, comments or if you need additional information.
Thankyou,
Phil
From: Zorda, Garrett D<[e-mail]>
Sent:Thursday,July 11, 2019 8:47 AM
To: [e-mail]; [e-mail]
Cc:Scott, Georgette<[e-mail]>
Subject: RE: [External] Coastal Community Baptist Church SW8 010405
Phil,
A response with a plan of action, including a timeline to resolve the deficiencies, to the Notice of Inspection— Not
Compliant letter sent on May 31, 2019 for the subject project was due by July 1, 2019. It is noted that in your email sent
on June 13, 2019, you indicated that maintenance activity was scheduled to take place, however, a timeline for that
activity was not provided. A plan of action and timeline to resolve items 1 and 2 were also not received. Can you please
advise on the status of this information?
Thanks,
Garrett Zorda
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7345 direct
B a r r e tt.z o rd a(a)n cd e n r.g ov
127 Cardinal Drive Ext.
Wilmington, NC 28405
t

�% 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: Zorda, Garrett D
Sent: Thursday,June 13, 2019 2:03 PM
To: office@trippengineeri'ng.com
Cc: [e-mail]; Georgette Scott([e-mail])<georgette.scott [e-mail]>
Subject: RE: [External] Coastal Community Baptist Church SW8 010405
Phil,
Thank you for your response to the Notice of Inspection. It is noted that maintenance activity is scheduled for the pond,
however, as requested in the Notice of Inspection section of the letter sent on May 31, 2019, please also provide a
timeline for when that maintenance is scheduled to take place. With respect to the added drop inlet, even though no
additional BUA was added, it still must be represented on the plans as part of the system. Please ensure that this drop
inlet is included in the submitted modification.
I have also spoken with my coworkers and my supervisor regarding the unpermitted buildings. These buildings fall under
this projects common plan of development and therefore must be included within the project area. Modification of the
project area boundary will require a major modification application to be submitted.
Please let me know if you have any further questions.
Thanks,
Garrett Zorda
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7345 direct
g a rre tt.zo rd a(a)n cd e n r.o o v
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: [e-mail] [mailto:[e-mail]]
Sent: Thursday,June 13, 2019 10:14 AM
To:Zorda, Garrett D <[e-mail]>
Cc: [e-mail]
Subject: [External] Coastal Community Baptist Church SW8 010405
2

i
Zorda, Garrett D
From: [e-mail]
Sent: Thursday, June 13, 2019 10:14 AM
To: Zorda, Garrett D
Cc: [e-mail]
Subject: [External] Coastal Community Baptist Church SW8 010405
Follow Up Flag: Follow up
Flag Status: Flagged
11110111
Extemal email.Oo not eliek links or open attachments unless you verify. end all suspicious email as an attacFiment to
Garrett,
With regards to the Notice of Inspection, items 1&2:The unpermitted trailers are located on parcel R03600-003-007
which is not part of the original permit. The church may or may not be selling that parcel in the future and would like to
keep that area separate, under 10,000 sf, requiring no permit.
The playground is pervious and will removed with new construction.
There was no additional impervious with the added drop inlet.
We respectfully request the plan continue to be reviewed as a minor Mod.
Items 3-7: The pond and inlets are scheduled to be maintained/restored to permitted specifications.
Please contact us with any questions or comments.
Thank you,
Phil Tripp
Tripp Engineering, P.C.
419 Chestnut Street
Wilmington, NC28401
910-763-5100
II
t

f
r ,
Eutemal email.Do not click finks or open attar• mints unless you veri Send all suspicious email as an attachment to
Garrett,
With regards to the Notice of Inspection, items 1&2: The unpermitted trailers are located on parcel R03600-003-007
which is not part of the original permit. The church may or may not be selling that parcel in the future and would like to
keep that area separate, under 10,000 sf, requiring no permit.
The playground is pervious and will removed with new construction.
There was no additional impervious with the added drop inlet.
We respectfully request the plan continue to be reviewed as a minor Mod.
Items 3-7: The pond and inlets are scheduled to be maintained/restored to permitted specifications.
Please contact us with any questions or comments.
Thank you,
Phil Tripp
Tripp Engineering, P.C.
419 Chestnut Street
Wilmington, NC28401
910-763-5100
3