SW8221001_Historical File_20221012

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ROY COOPER ,;
Governor 1;
ELIZABETH S.BISER
secretary Niti �°
BRIAN WRENN NORTH CAROLINA
Dtrector Environmental Quality
October 12, 2022
Evolve Holly Ridge,LLC
Attn: Michael Winstead,Jr. -Manager
2918 Martinsville Rd., Suite A
Greensboro,NC 27408
Subject: State Stormwater Management Permit No. SW8221001
Evolve Holly Ridge Mixed Use
High Density Project
Onslow County
Dear Michael Winstead,Jr.:
The Washington Regional Office received a complete State Stormwater Management Permit
Application for the subject project on October 3, 2022. Staff review of the plans and
specifications has determined that the project, as proposed,complies with the Stormwater
Regulations set forth in Title 15A NCAC 02H.1000 amended on January 1, 2017 (2017 Rules).
We are hereby forwarding Permit Number SW8221001 dated October 12,2022, for the
construction of the built-upon areas (BUA)and stormwater control measures (SCMs)associated
with the subject project.
This permit shall be effective from the date of issuance until October 11 2030 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.
This cover letter, attachments, and all documents on file with DEMLR shall be considered part
of this permit and is herein incorporated by reference.
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 permit. You should contact the OAH with all questions regarding the filing fee(if
a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh,NC 27699-6714,or via telephone at 919-431-3000,or visit their website at
www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions concerning this permit,please contact Carl Dunn in the Washington
Regional Office, at(252) 948-3959 or [e-mail].
Sincerely, ;---
William Carl Dunn, PE
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A—Designer's Certification Form
Application Documents
cc: Tim Clinkscales—Paramounte Engineering([e-mail])
Town of Holly Ridge Inspections—Nathan Rhue([e-mail])
Washington Regional Office Stormwater File
Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality I Division of Energy,Mineral and Land Resources
ift . .674.aNde....
D E Washington Regional Office 1943 Washington Square Mad I Washington,North Carolina 2T889
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252.946.6481

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY,MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules,and Regulations promulgated and
adopted by the North Carolina Environmental Management Commission,including 15A
NCAC 02H.1000 amended on January 1, 2017 (2017 Rules) (the"stormwater rules"),
PERMISSION IS HEREBY GRANTED TO
Evolve Holly Ridge, LLC
Evolve Holly Ridge Mixed Use
Drag Strip Road, Holly Ridge, Onslow County
FOR THE
construction,management, operation and maintenance of built-upon area draining to one
wet pond ("stormwater control measures" or"SCMs") discharging to Class SA;HQW waters
greater than one half mile as outlined in the application,approved stormwater
management, supplement, calculations, operation and maintenance agreement,recorded
documents, specifications,and other supporting data (the"approved plans and
specifications") as attached and/or on file with and aproved 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 October 11, 2030 and shall be
subject to the following specified conditions and limitations. The permit issued shall
continue in force and effect until the permittee files a request with the Division for a permit
modification,transfer,renewal, or rescission; however,these actions do not stay any
condition.The issuance of this permit does not prohibit the Director from reopening and
modifying the permit,revoking and reissuing the permit, or terminating the permit for
cause as allowed by the laws, rules,and regulations contained in Title 15A NCAC 2H.1000
and NCGS 143-215.1 et.al.
1. BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is
1,061,171 square feet. The runoff from all BUA within the permitted high density
drainage area of this project must be directed into the permitted SCM. The BUA
requirements and allocations for this project are as follows:

a. REDEVELOPMENT.The redevelopment portion of this project is exempt from
State Stormwater permitting requirements under the following conditions:
i. The project must be constructed as shown on the plans submitted to this
Office.
ii. The redevelopment area includes a total proposed BUA of 444,312 square
feet,which does not exceed the existing BUA of 444,312 square feet. The
444,312 square feet of total allocated BUA includes Zero (0) square feet of
proposed BUA and 444,312 square feet of BUA allocated for future
development.
iii. The proposed stormwater control provides equal protection of surface
waters as the existing stormwater control.
b. SCM BUA LIMITS. The SCM has been designed using the runoff treatment method
to handle the runoff from 616,859 square feet of BUA within the delineated
drainage area,which includes 205,925 square feet of future BUA.
2. PERVIOUS AREA IMPROVEMENTS. At this time,none of the pervious area
improvements listed in G.S. 143-214.7(b2) or the Stormwater Design Manual have
been proposed for this project. Pervious area improvements will be allowed in this
project if'documentation is provided demonstrating those improvements meet the
requirements of the stormwater rule.
3. SCM REQUIREMENTS. The SCM requirements for this project are as follows:
a. SCM DESIGN. The SCM is permitted based on the design criteria presented in the
sealed, signed and dated supplement and as shown in the approved plans and
specifications. This SCM must be provided and maintained at the design condition.
b. 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.
4. NON-ENFORCEABLE SCMS. The wet pond labeled as Storage Pond shown on the
plans is not required by the Division and has not been demonstrated to meet the
Minimum Design Criteria and therefore is not considered a part of the approved
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

6. 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.
7. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the
following documents to be recorded with the Office of the Register of Deeds:
a. EASEMENTS. All SCMs, stormwater collection systems,vegetated conveyances,
and maintenance access located on property owned by other persons or entities
must be located in permanent recorded easements or drainage easements as
shown on the approved plans.
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. •
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. PROJECT CONSTRUCTION, OPERATION AND MAINTENANCE. 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 or no longer needed. Once the device is converted to a SCM,the
permittee shall provide and perform the operation and maintenance as outlined in
the applicable section below.
b. SCM RESTORATION. If one or more of the SCMs are used as an Erosion Control
device and/or removed or destroyed during construction,it must be restored to
the approved state stormwater design condition prior to close-out of the erosion
control plan and/or project completion and/or transfer of the state stormwater
permit Upon restoration,a new or updated certification will be required for the
SCM(s) and a copy must be submitted to the appropriate DEQ regional office.
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 tie 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 within the common areas to be considered a permeable
surface that were not included in the approved plans and specifications.
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;
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,
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. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION.
The permittee shall submit a completed Permit Information Update Application Form
to the Division within 30 days to making any one of these changes.
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. A natural person who is deceased;
ii. A partnership,limited liability corporation, corporation, or any other
business association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to
the property on which the permitted activity is occurring or will occur
through foreclosure,bankruptcy, or other legal proceeding;
iv. A person or entity who has sold the property,in whole or in part, on
which the permitted activity is occurring or will occur;
v. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's.or
Property Owner's Association,subject to the requirements of NCGS 143-
214.7(c2).
c. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit
conditions have been met and that the project and the on-site stormwater system
complies with the permit conditions. Records of maintenance activities performed
to date may be requested. Projects not in compliance with the permit will not be
transferred until all permit and/or general statute conditions are met.
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 within each drainage area and 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, supplement,operation and maintenance agreement, all applicable
recorded documents, and specifications shall be maintained on file by the
permittee at all times.
c. MAINTENANCE ACCESS. SCMs,stormwater collection systems, and vegetated
conveyances must be accessible for inspection,operation,maintenance and repair
as shown on the approved plans.

d. DIVISION ACCESS. The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
project.
e. 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.
f. ANNUAL CERTIFICATION. The permittee shall electronically submit to the
Division an annual certification completed by either the permittee or their
designee confirming the projects conformance with permit conditions.
g. 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.
h. 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 issued this the 12th day of October 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8221001

Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific for this project:
• As-Built Permittee Certification
• As-Built Designer's Certification General MDC
• As-Built Designer's Certification for Wet Detention Pond Project
A separate certification is required for each SCM. These blank certification forms may be
copied and used, as needed,for each SCM and/or as a partial certification to address a section
or phase of the project

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.
Check here if this is a partial certification. Section/phase/SCM
r?lCheck 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
Permittee's Certification NCAC.1042(4) Completed/ N/A
Provided /
A. DEED RESTRICTIONS/BUA RECORDS
1. The deed restrictions and protective covenants have been Y or N
recorded and 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 Y or N
covenants has been provided to the Division.
3. Records which track the BUA on each lot are being kept. (See y or N
Note 1)
B. MAINTENANCE ACCESS
1. 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/ y or N
conveyance system 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:
1. 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 Y or N
forth in NCGS 143 Article 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 y or N
appears in the chain of title.
F. OPERATION AND MAINTENANCE PLAN-maintenance records are
being kept in a known set location for each SCM and are available for Y or N
review.
G. DUSH N.ER S CERTIFICATION FORM-has been provided to the Y or N
Division.
Note 1-Acceptable records include ARC approvals,as-built surveys,and county tax records.
Provide an explanation for every requirement that was not met, and for every"N/A"below.
Attach additional sheets as needed.

AS-BUILT DESIGNER'S CERTIFICATION GENERAL MDC
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 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 stormwater rules and statutes has been preserved.
❑ Check here if this is a partial certification. Section/phase/SCM
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
Consultant's Mailing Address:
SEAL:
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.
®N/E = not evaluated (provide explanation on page 2) ®N/A= not applicable to this SCM
or project.
Consultant's Certification NCAC.1003((3)&General OAs-built ON/ ON/A
MDC.1050 E
A. TREATMENT REQUIREMENTS
1. 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 Y or N
bypassed.
4. Runoff from offsite areas and/or existing BUA is Y or N
directed into the permitted SCM and is accounted for
at the full build-out potential.
5. The project controls runoff through an offsite y or N
permitted SCM that meets the requirements of the
MDC.

6. The net area of new BUA increase for an existing Y or N
project has been accounted for at the appropriate
design storm level.
7. The SCM(s) meets all the specific minimum design Y or N
criteria.
B. VEGETATED SETBACKS/BUA
1. The width of the vegetated setback has been Y or N
measured from the normal pool of impounded
waters,the MHW 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 y or N
(b2)(2) is located in the setback.
4. BUA that does not meet the requirements of NCGS Y or N
143-214.7 (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 Y or N
at the edge of the setback and allowed to flow through
the setback as dispersed flow.
®As-built ON/ ON/A
C. STORMWATER OUTLETS-the outlet handles the peak Y or N
flow from the 10 year storm with no downslope erosion.
U. VARIATIONS
1. A variation (alternative) from the stormwater rule y or N
provisions has been implemented.
2. The variation provides equal or better stormwater
control and equal or better protection of surface Y or N
waters.
E. COMPLIANCE WITH OTHER REGULATORY PROGRAMS Y or N
has been met
F. SIZING 6e volume of the SCM takes the runoff from all
surfaces into account and is sufficient to handle the Y or N
required storm depth,
G. CONTAMINATEDeds ,r SOILS-infiltrating SCM's are not Y or N
located in or on areas with contaminated soils.
H. SIDE SLOPES
1. Vegetated side slopes are no steeper than 3H:1V. Y or N
2. Side slopes include retaining walls,gabion walls, or y or N
other surfaces that are steeper than 3H:1V.
3. Vegetated side slopes are steeper than 3H:1V y or N
(provide 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 Y or N
discharge point during the peak flow from the 10 year
storm.
J. EXCESS FLOWS-An overflow/bypass has been Y or N
provided.

K. DEWATERING-A method to drawdown standing water y or N -
has been provided to facilitate maintenance and
insppection.
L. CLEA• UT 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 Y or N
>3:1.
N. DESIGNER QUALIFICATIONS FAST-TRACK PERMIT)-
The designer is licensed under Chapters 89A,89C,89E,or Y or N
89F of 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:

AS-BUILT DESIGNER'S CERTIFICATION FOR WET DETENTION POND PROJECT
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 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
Consultant's Mailing Address:
SEAL:
City/State/ZIP
Phone Number
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 2
©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
Consultants Certification(MDC.1053) QAs-built ©N/E ON/A
A. Forebay/Depths/Fountain
1. The available Sediment storage is consistent with the y or N
approved plan and is a minimum of 6 in.
2. Water flow over the forebay berm into the main pond y or N
occurs at a non-erosive velocity.
3. The provided Forebay Volume is 15%-20% of the main y or N
pool volume.
4. The Forebay entrance elevation is deeper than the exit y or N
elevation into the pond.
5. The Average Design Depth of the main pond below the
permanent pool elevation is consistent with the Y or N
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 y or N
approved plans and is a minimum of 6 feet.

2. The slope of the Vegetated Shelf is consistent with the y or N
approved plans and is no steeper than 6:1.
C. As-built Main Pool/Areas/Volumes/Elevations
1. The permanent pool surface area provided is consistent y or N
with the permitted value.
2. The Temporary Pool Volume provided is consistent Y or N
with the permitted value.
3. The permanent pool elevation is consistent with the y or N
permitted value.
4. The temporary pool elevation is consistent with the y or N
permitted value.
®As-built OWE CAN/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 Y or N
value.
3. A trash rack is provided on the outlet structure. Y or N
4. Hydrologic impacts to the receiving channel are Y or N
minimized from the 1 yr 24 hr storm discharge?
5. The inlets and the outlet location are situated per the y or N
approved plan and avoid short-circuiting.
E. Vegetation
1. The vegetated shelf has been planted with a minimum y or N
of 3 diverse species.
2. The vegetated shelf plant density is consistent with the
approved plans and is no less than 50 plants per 200 sf Y or N
or no less than 24 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:

y
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For DEC Use ONLY `1 WI Ai4-0-- `r-" "�'" ece-`—
Reviewe 1—
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North Carolina Department of Environmental Quality Submit$
Request for Express Permit Review • ��� �ti
Time:
Confirm:
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative,site plan(PDF file)and vicinity map(same items expected in the application
package of the project location.Please include this form In the application package.
• Asheville Region-Alison Davidson 828-296-4698;alison.davidson(atncdenr.gov Provided related to this Project
mits
• Fayetteville and Raleigh Regions-David Lee 919-791-4204;david.lee(aancdenr.gov
• Mooresville and Winston-Salem Regions-Paul Williams 336-776-9631;paul.e.williams(aancdenr.eov Sw
• Washington Region-Lyn Hardison 252-948-3842 or n.hardison(a�ncdenr.gov S''
SW
l�
• Wilmington Region-Cameron Weaver 910-796-7265 or cameron.weaver(ancdenr.gov N DES
NOTE:Project application received after 12 noon will be stamped in the following work day. NPDES
wQ
Project Name:HOLLY RIDGE RESIDENTIAL MIXED USE County:ONSLOW WQ
Applicant MATT ROGERS/MICHAEL BUCKLAND Company:EVOLVE COMPANIES,LLC E&S
Address:2012 EASTWOOD ROAD City:WILMINGTON,State:NC Zip:28405- E&S
Phone:[phone].Fax: _ ,Email:[e-mail] Other
Physical Location:ALONG US HWY 17,JUST NORTH OF DRAG STRIP ROAD
Project Drains into FLAT SWAMP waters—Water classification C.SW(DWR Surface Water Classifications MN)
Project Located in CAPE FEAR River Basin.Is project draining to class ORW waters?N,withinY2 mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters?N
Engineer/Consultant:TIM CLINKSCALES Company:PARAMOUNTE ENGINEERING,INC.
Address:122 CINEMA DRIVE City:WILMINGTON,State:NC Zip:28403-_
Phone:[phone].Fax:[phone].Email:TCLINKSCALES aA.PARAMOUNTE-ENG.COM
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT,IF AVAILABLE
$ # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
El Scoping Meeting ONLY ❑DWR,❑DCM,El DEMLR,❑OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
El 401 Unit ❑Stream Origin Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
❑Intermittent/Perennial Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
El 401 Water Quality Certification. ❑Isolated Wetland( linear ft or_acres)
❑Riparian Buffer Authorization ❑Minor Variance 0 Major General Variance
®State Stormwater ❑General El SFR, ❑SFR<1 ac. El Bkhd&Bt Rmp, El Clear&Grub, ❑Utility ❑Other
0 Low Density El Low Density-Curb&Gutter _#Curb Outlet Swales ❑Off-site[SW (Provide permit#)]
®High Density-Detention Pond 1#Treatment Systems El High Density-Infiltration _#Treatment Systems
❑High Density-Bio-Retention _#Treatment Systems 0 High Density—SW Wetlands #Treatment Systems
❑High Density-Other 1#Treatment Systems/❑'.!OD:C' ❑"''ror❑ SV' (Provide permit#)
❑Coastal Management ❑Excavation&Fill El Bridges&Culverts El Structures Information
El Upland Development El Marina Development ❑Urban Waterfront
❑Land Quality ❑Erosion and Sedimentation Control Plan with acres to be disturbed.(CK# &Amt. (for DEQ use))
SECTION THREE—PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scopinq and express meeting request)
Wetlands on Site®Yes El No Buffer Impacts: 0 No❑YES: _acre(s)
Wetlands Delineation has been completed:®Yes 0 No Isolated wetland on Property El Yes❑No
US ACOE Approval of Delineation completed:0 Yes❑No 404 Application in Process w/US ALOE: ❑Yes 0 No Permit
Received from US ACOE®Yes El No
For DEC)use only
Fee Split for multiple permits:(Check# j Total Fee Amount
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance(❑Maj;❑Min) $
SW(❑HD,❑LD,❑Gen) $ 401: $
LDS $ Stream Deter,_ $
NCDEQ EXPRESS June 2019

EVOLVE HOLLY RIDGE MIXED USE
Onslow County, North Carolina
Project#21464.PE
DESIGN NARRATIVE
The property is an undeveloped tract located at the intersection of Drag Strip Road and US 17 in
Onslow County. The project will consist of initial phase of 264 apartments, with the pond
system for future development with a future BUA provided.
The site will be a high density permit to a wet detention pond. The project drains to County
Line Branch (SA, HQW>1/2 mile), therefore for the 1.5 inch design storm. All site impervious
will be accounted for and sized for in the permitted wet detention pond. The site is currently
impervious with existing concrete throughout the site. We are conservatively stating only 20%
of the upland area is existing impervious in our pond sizing as shown in our calculations.
The stormwater BMP will consist of a treatment pond along US 17(Pond 1), all stormwater will
be conveyed into this pond via direct pipe network or connection pipe from flood control pond
(Pond 2). The future impervious is set at 570,000 sf, that will consist of potential
commerdal/medical office along US 17 and future residential in the rear of the property

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Surface Water Classifications:
&mon Index: 1474-33-44.2
&sow elsme: Am Swat np
Description: Dom source to Juniper
Hells Ferips
%amp
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Clessificstion: CAs•
Dane of March.11,1959
INhst dam Ns Class.man? VISW
• Mew%sin: Cape Fees
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PARAmouNTE
ENIGIINEEFZI N G , 1 N C.
1 2 2 CINEMA DRIVE
RECEIVED OCT O32022 WIT MINGTON , NC 28403
9 1 0 - 7 9 1 - 6 7 0 7 ( 0 ) 9 1 0 - 7 9 1 - 6 7 6 0 ( F )
LETTER OF TRANSMITTAL
To: NCDEQ Stormwater-Express Meeting ' Date 9/28/22
943 Washington Square Mall
Washington NC 27889 Re: Evolve Holly Ridge Mixed Use
[EXPRESS]
Attn: Carl Dunn/Lyn Hardison Project No. 21464.PE
IWe are sending ® Originals /1 Prints ❑Shop Drawings ®Calculations
The following items: ❑Correspondence /C1 Plans ❑ Specifications ® Other as listed below
Quantity Date Dwg.No. Description
1 Stormwater Application Fee$4,000.00 (Check#14034)
2 Stormwater Management Application(Original and Copy)
2 Supplement Forms(Original and Copy)
2 O&M Agreement(Original and Copy)
2 Stormwater Narrative&Design Calculations w/Reference Data
2 Design Documents(24x36)
Issue Status: /1 For Approval El As Requested ❑Construction ❑Bid
❑For Your Use ❑For Review and Comment ❑Approved as Noted ❑See Remarks
'Action Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend&Resubmit
❑ Rejected-See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
EXPRESS REQUEST FOR EVOLE HOLLY RIDGE MIXED USE
Cc: Signed:
Tim Clinkscaies,PE, PLS

DEMLR USE ONLY
Date Received Fee Paid Permit Number
RFCFIVED OCT 03 2022 $1-1,000 zb 221m‘
Applicable Rules: ❑Coastal SW-1995 0 Coastal SW-2008 0 Ph II-Post Construction
(select all that apply) ❑Non-Coastal SW-HQW/ORW Waters ❑Universal Stormwater Management Plan
0 Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy,Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Evolve Holly Ridge Mixed Use
2. Location of Project(street address):
Drag Street Road and US 17
City:Holly Ridge County:Onslow Zip:
3. Directions to project(from nearest major intersection):
From the intersection of Hwy 50 and US 17,approximately 5000 LF south on the right
4. Latitude:34°29'07" N Longitude:77°34'03"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 modifications also requires SWU-102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit number ,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):
ELow Density ZHigh Density ❑Drains to an Offsite Stormwater System ['Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application,list the stormwater project number,
if assigned, and the previous name of the project,if different than currently
proposed,
4.a.Additional Project Requirements(check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: ac of Disturbed Area
ENPDES Industrial Stormwater 0404/401 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:
5. Is the project located within 5 miles of a public airport? No LJYes
If yes,see S.L.2012-200,Part VI:http://portal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct.31,2013 Page 1 of 6

III. CONTACT INFORMATION
1.a.Print Applicant/Signing Official's name and title(specifically the developer,property owner,lessee,
designated government official,individual,etc.who owns the project):
Applicant/Organization:Evolve at Holly Ridge,LLC
Signing Official&Title:Michael Winstead Tr.Manager
b.Contact information for person listed in item is above:
Street Address:2918 Martinsville Road,Suite A
City:Greensboro State:NC Zin:27408
Mailing Address(if applicable):
City: State: Zip:
Phone: (919 ) 455-1051 Fax: (910 ) 791-6760
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:Evolve at Holly Ridge,LLC
Signing Official&Title:Michael Winstead Tr,Manager
b.Contact information for person listed in item 2a above:
Street Address:2918 Martinsville Road,Suite A
City:Greensboro State:NC Zip:27408
Mailing Address(if applicable):same
City: State: Zip:
Phone: (919 ) 455-1051 Fax: (910-791 ) 6707
Email:[e-mail]
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: ( ) Fax: (
Email:
4. Local jurisdiction for building permits:Town of Holly Ridge
Point of Contact:Nathan Rhue Phone#: (910 ) 329-7081
Form SWU-l01 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.
Stormwater is being in wet detention ponds,conveyed to pond by stormdrainage system
2.a.If claiming vested rights,identify the supporting documents provided and the date they were approved:
❑Approval of a Site Specific Development Plan or PUD Approval Date:
❑Valid Building Permit Issued Date:
❑Other: Date:
b.If claiming vested rights,identify the regulation(s)the project has been designed in accordance with:
❑Coastal SW-1995 ❑Ph II-Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area:51.70 acres 5. Total Coastal Wetlands Area:0 acres
6. Total Surface Water Area:0 acres
7. Total Property Area(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Total Project
Area+:51.70 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NHW)line or Mean High Water
(MHW)line,and coastal wetlands landward from the NHW(or MHVV)line. The resultant project area is used to
calculate overall percent built upon area(BUA). Non-coastal wetlands landward of the NHW(or MITW)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/Total Project Area)X 100 =27.3 %
9. How many drainage areas does the project have?1 (For high density,count 1 for each proposed engineered
stormwater BMP. For low density and other projects,use 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_ Drainage Area 1 Drainage Area 3 Drainage Area
Receiving Stream Name County Line
Branch
Stream Class * SA HQ>1/2
Mile
Stream Index Number* 18-87-6-1
Total Drainage Area(sf) 2,221,560
On-site Drainage Area(sf) 2,221,560
Off-site Drainage Area(sf) 0 0 0
Proposed Impervious Area**(sf) 616,859
% Impervious Area**(total) 27.8
Impervious"Surface Area Drainage Area 1 Drainage Area 2 Drainage Area 3 Drainage Area_
On-site Buildings/Lots(sf) 150,145
On-site Streets (sf) 209,186
On-site Parking (sf) 0
On-site Sidewalks (sf) 31,603
Other on-site (sf) 20,000 0
Future(sf) 650,237
Off-site (sf) 0 0 0
Existing BUA***(sf) 444,312 0 0
Total (sf): 616,859
* Stream Class and Index Number can be determined at: http://portal.ncdenr.org/web/wa/ps/csu/classifications
Form SWU-101 Version Oct. 31,2013 Page 3 of 6

** Impervious area is defined as the built upon area including,but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
***Report only that amount 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.
11. How was the off-site impervious area listed above determined?Provide documentation.n/a
Proiects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15,4 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://portal.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 http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
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 _ ;✓,.!t
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s)(sealed,signed and dated)and O&MG
agreement(s)for each BMP. Qvry
4. Permit application processing fee of$5O payable to NCDENR. (For an Express review,refer to G
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages)describing the stormwater treatment/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary,include the 1
mile radius on the map.
7. Sealed,signed and dated calculations(one copy).
8. Two sets of plans folded to 8.5"x 14" (sealed,signed,&dated),including: 'Kee-
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers,the MHW or NHW line of tidal
waters,and any coastal wetlands landward of the MHW or NFIW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures,the banks of streams or rivers,and the MHW(or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
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.
Form SWU-101 Version Oct.31,2013 Page 4 of 6

•
n. Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations.
o. Drainage areas delineated(included in the main set of plans,not as a separate document).
p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"x11"copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DEMLR to verify the SHVVT prior
to submittal, [phone].)
10. A copy of the most current property deed.Deed book:5772 Page No:395-399 14 C
11. For corporations and limited liability corporations(LLC):Provide documentation from the NC DOG--
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
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://portal.ncdenr.org/web/lr/state-
stormwater-forms does.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:Tim Clinkscales
Consulting Firm:Paramounte Engineering
Mailing Address:122 Cinema Drive
City:Wilmington State:NC Zip:28403
Phone: (910 ) 791-6707 Fax: (910 ) 791-6760
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION(if Contact Information,item 2 has been filled out,complete this
section)
I,(print or type name of person listed in Contact Information,item 2a) ,certify that I
own the property identified in this permit application,and thus give permission to(print or type name of person
listed in Contact Information,item 1a) with(print or type name of organization listed in
Contact Information,item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal,which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct.31,2013 Page 5 of 6

. 'As the legal property • er I acknowledge,understand,and agree by my signature b: ow,that if my designated
agent(entity listed in C• +tact Information,item 1)dissolves their company and/or •.ncels or defaults on their
lease agreement,or pendin; sale,responsibility for compliance with the DEMLR ormwater permit reverts back
to me,the property owner.A ,- property owner,it is my responsibility to no DEMLR immediately and
submit a completed Name/O."'ershi• Change Form within 30 days;otherw'.e I will be operating a stormwater
treatment facility without a . 'd .•e wit. I d,derstan. that the operation o a stormwater treatment facility
without a valid permit is . olatio' N f eneral A tue 143-215.1 and , ay result in appropriate enforcement
action including the ass ,.pne o' ' ', •.A• ; o p to$25,000 per d• ,pursuant to NCGS 143-215.6.
Signature: �., Date: /v2 il��a
I, /l(_ 4- dolly iiti iV, . otary Public f. - State of )D /,.g (,(b ounty of
Altai Y,do hereby certify t G�Q�Q! l�.S�CQG( 1v.- personally appeared
before me thisp2'�day of_ rii41 ' `►. acknowledge e due exec ' of the application for
a stormwater permit. Witness my hand and official s-•"i" LA. O.
0010eua�seeetreme
!Met)
,•`',•>"0:rA..� ..:r ay 's SEAL
s Nt.GtI
,. .4, x ,.C„,,:~ " . , My commission expires ©� D3/�8��
X. APPLICANT'S CERTIFICATION
I, (print or type name of perso 'sted in Contact Information,item la)Michael TA/instead, TR,Manager ,
certify that the informati clud d on this permit application form is,to the best of my knowledge,correct and
that the project will be c in co rmance with the approved plans,that the required deed restrictions
and protective coven will ecor ,and tha a e proposed project complies with the requirements of the
applicable stormw 4er 15 /C 000 and any other applicable state stormwater requirements.
Signature: Date: q/a./+Z©a•ag.—
•
I, hes/t dt'. ird/y/ ,a otary Public fqr th State of �'gt,/j4 . ,County of
//&jZ'1€L'✓P Y ,do hereby certify th, /"/h-4c?e � Q4• personally appeared
before me thirq ay of Sepi ',:,24 d acknow ge the due executio of pplication for
//i
a stormwater permit. Witness my hand and official seal, I
'° SEAL
SAF. °r, �4"" My commission expires eg A-1/aaa
,,''''tL'f-5...•...c t -4
Form SWU-101 Version Oct.31,2013 Page 6 of 6

SUPPLEMENT-EZ COVER PAGE RECEIVED OCT 03 2022
LOAD SUPPLEMENT FORMS
PROJECT INFORMATION •
1 Project Name Evolve Holly Ridge Mixed Use
2 Project Area(ac) 51.7
3 Coastal Wetland Area(ac) 0 _
4 Surface Water Area(ac) 0
5 Is this project High or Low Density? High
8 Does this project use an off-site SCM? No
COMPIJANCE"WITH 0ai.,1008(4) i
7 Width of vegetated setbacks provided(feet) 50
8 Will the vegetated setback remain vegetated? Yes
9 If BUA is proposed in the setback,does It meet NCAC 02H.1003(4)(c-d)? Yes
10 Is streambank stabilization proposed on this project? No
NUMBER AND TYPE OF SCMs:.
11 Infiltration System
12 Bioretention Cell
13 Wet Pond 1
14 Stormwatar Wetland
15 Permeable Pavement
16 Sand Filter
17 Rainwater Harvesting(RWH)
18 Green Roof
19 Level Spreader-Filter Strip(LS-FS)
20 Disconnected Impervious Surface(DIS)
21 Treatment Swale
22 Dry Pond
23 StormFilter
24 Silva Cell
25 Bayfilter
26 Filterre
LOAD SUPPLEMENT FORMS
DESIGNER CERTIFICATION
27 Name and Title: Tim Clinkscales,PE _
28 Organization: Paramounte Engineering Inc.
29 .Street address: 122 Cinema Drive
30 City,State,Zip: Wilmington.NC 28403
31 Phone number(s): 910.791.6707
32 Email: tk:iinkscales6paramounte-eng.com
Certification Statement
I certify,under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or supervision;that the
information provided In the form Is,to the best of my knowledge and belief,true,accurate,and complete;and that the engineering plans,
specifications,operation and maintenance agreements and Other supporting information are consistent with the Information provided here.
Desloner
a r�S,�, E L ' rf' a Signature of Designer
s � co 1
•' -,�N,I 'ter F
. s.4.4,....- G, cl.khVc`.,01' 9/27( ..--t---
0,.
.. ,.
Seal Date

DRAINAGE AREAS
1 Is this a high density project? Yes
2 If so,number of drainage areas/SCMs 1
3 Does this project have low density areas? No
4 If so, number of low density drainage areas 0
Is all/part of this project subject to previous rule
Y 5 versions? No
I CLICK TO LOAD FORM
ca.---. -. am,.z-.wxZWW-WIC_-Kagn . . Wiz- --tea
',DRAINAGE AREA INFORMATION T. Ent re Site 1 2
4 Type of SCM we
F`oescl 1i 1
5 Total drainage area(sq ft) ` 2,221 560 2,221,560 I '�
6 Onsite drainage area(sq ft) 2,221,5602,21,
7 Offsite drainage area(sq ft) 6 0
it 8 Total BUA in project(sq ft) ' 1061171 sf MO
1061171 sf '
New BUA on subdivided lots(subject to permitting) '
9 (sq ft) sf l sf '
New I3UA not on subdivided lots(subject to ,
10 permitting)(sf) 1061171 sf 1061171 sf 1
1 11 Offsite BUA(sq ft)
12 Breakdown of new BUA not on subdivided lots:
-Parking(sq ft) 209186 sf 209186 sf
-Sidewalk(sq ft) 31603 sf 31603 sf
-Roof(sq ft) 150145 sf 150145 sf
-Roadway(sq ft) I
Future tied ft) 650237 sf 650237 s` J
-other, ease spe city in the comment box below
(sq ft)
New inti trating permeable pavement on subdivided 20000 sf 20000 sf
13 lots(sq if)
New militating permeable pavement not on
11 14 subdivided lots s. ft IIIIIIIIII,t
xis ng - a wi remain no su•jec O
15 permitting)(sq ft)
-- _�
16 Existing BUA that is already permitted(sq ft) ;
17 Existing BUA that will be removed(sq ft)__ 444312 sf 444312 sf
18 Percent BUA 28% 27.8%_
19 Design storm(inches) 1 1.5 in
20 Design volume of SCM(cu ft) 'F.- 101971 cf 101971 cf
21 Calculation method for design volume I Simile Sim.16
J;ADDITIONAL INFORMATION
ease use is space o provi.a any a.o iona in orma ion a. u e
' 22 drainage area(s):
Other=Any Misc Impervious in Phase 1
5

WET POND
1 Drainage area number 1
m�oE u�� t .atm nt vnl,i�f�itl ��
• • FRO 2 .M0 rae a wr. a
3 Is the SCM sized to treat the SW from all surfaces at build-out? Yes n
4 Is the SCM located away from contaminated soils? _Yes
5 What are the side slopes of the SCM(H:V)? 3:1
6 Does the SCM have retaining walls,gabion walls or other engineered side
_gloms? No
7 Are the Inlets,outlets,and receiving stream protected from erosion(10-ycar Yes
storm)?
8 Is there an overflow or bypass for Inflow volume In excess of the design Yes
vol ume? F
9 What is the method fordewatering the SCM for maintenance? Pump(preferred) !. I
10 If applicable,Mr the SCM be cleaned out after construction? Yes
11 Does the maintenance access comply with General MDC(8)? Yes •
12 Does the drainage easement complywith General MDC(9)? N/A
13 If the SCM Is on a single family lot,does(will?)the plat complywith WA
tsnerel MDC(101? __
1 14 Is there an O&M Agreement that complies with General MDC(11)? Yes :
15 Is there an O&M Plan that compiles with General MDC(12)? YesII 5
16 Does the SCM follow the device specific MDC? Yes —�—��
17 Was the RCM deci �{���P ? ft
..r--..:.a.+i.=-x�+X =r..�'a r,-x�o- - T-ttv - '•..:Y ate^crottirmis ae.�.+___-s,
POND MDC FROM 02.1053
aL.Jl7'r!TnWel,A'7L1.•''1Zall... Sltlrers�.vez,,,,-1wvw,'._,M10. ejavey�:. ,.- .._•..
18 Siang method used I SA/DA M n
wl
19 Has a stage/storage table been provided in the calculations? Yes
20 Elevation of the excavated main pool depth(bottom of sediment removal) $
ffmsl) 50.00 L
21 Elevation of the main pool bottom(top of sediment removal)(fmsl) 51.00 "
22 Elevation of the bottom of the vegetated shelf(fmsl) 59.00
23 Elevation of the permanent pool(frnsl) 60.00
24 Elevation of the top of the vegetated shelf(fmsl) 60.00
25 Elevation of the temporary pool(fmsl) 62.75
26 Surface area of the main permanent pool(square feet) 27222
27 Volume of the main permanent pool(cubic feet) 114431 cf
28 Average depth of the main pool(feet) 5.40 ft
29 Average depth equation used Equation 2
30 If using equation 3,main pool perimeter(feet) 873.0 ft
31 If using equation 3,width of submerged veg.shelf(feet) 6.0 ft
32 Volume of the forebay(cubic feet) 19213 cf
33 Is this 15-20%of the volume In the main pool? Yes
34 Clean-out depth for forebay(inches) 12 in
35 Design volume of SCM(cu ft) ' 9101971 cf
36 Is the outlet an orifice or weir? Orifice
37 If orifice,orifice diameter(Inches) 4in __
38 If weir,weir height(Inches) —
39 If weir,weir length(Inches)
40 Drawdown time for the temporarvpool(days)_ 2.73/3.03
41 Are the Inlet(s)and outlet located in a manner that avoids short-circuiting? Yes
42 Are berms or baffles provided to improve the flow path? No
• 43 Depth of forebav at entrance(Inches) 84 in
44 Depth of forebav at exit(inches) 12 in
45 Does water flow out of the forebav in a non-erosive manner? Yes
46 Width of the vegetated shelf(feet) 6 ft
47 Slope of vegetated shelf(H:V) ...._ 6:1
48 Does the orifice drawdown from below the top surface of the permanent Yes
cool?
' 49 Does the pond minimize Impacts to the receiving channel from the 1-yr,24- l
storm?hr
Yes
50 Ara fountains proposed?(If Y,please provide documentation that MDC(9)Is No
met)
51 Is a trash rack or other device provided to protect the outlet system? Yes 4 rl
N )
52 Are the dam and embankment planted In non-clumping turf grass? Yes
•
53 Species of turf that will be used on the dam and embankment Bermuda/Cent
r�2-•n hP D vl a r n yew P r �ana_�... Yes M
■ Dt3111UN%!L INruRMAIf
7� ltrsTa Yt'..t..iyrd i�]11nrid�T Ilo�.
ease use�il`s space to plovrde anya i one In onna n a`Gou ewe 11
55 pond(s):
I
Wet Pond 1 8:41 PM 9/28/2022

Operation & Maintenance Agreement
Project Name: Evolve Holly Ridge Mixed Use
Project Location: Onslow County NC RECEIVED OCT 0-8 2022
Cover Page _
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set location.
Any deficient BMP elements noted in the inspection will be corrected, repaired,or replaced Immediately. These deficiencies can
affect the integrity of structures, safety of the public,and the pollutant removal efficiency of the BMP(s).
The BMP(s)on this project include(check all that apply&corresponding O&M tables will be added automatically):
Bioretention Cell Quantity: Location(s):'
Dry Detention Basin Quantity: Location(s):
Grassed Swale Quantity: Location(s):
Green Roof Quantity: Location(s):
Infiltration Basin Quantity: Location(s):
Infiltration Trench Quantity: Location(s):
Level SpreaderNFS Quantity: Location(s):
Permeable Pavement Quantity: Location(s):
Proprietary System Quantity: Location(s):
Rainwater Harvesting Quantity: Location(s):
Sand Filter Quantity: Location(s):
Stormwater Wetland Quantity: Location(s):
Wet Detention Basin Quantity: 1 Location(s):
Disconnected Impervious Area Present: No Location(s):
User Defined BMP Present: No Location(s):
I acknowledge and agree by my signature below that i am responsible for the performance of the maintenance procedures listed for
each BMP above,and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
*Responsible Party: Michael Winstead,Jr
Title&Organization: Evolve at Holly Ridge, LLC
Street address: 2918 Martinsville Road,Suite A
City,state,zip: Greensboro, NC 27408
Phone number(s): 91 55-1051
Email: ha evolve s.c
Signature: Date: gr/a/ ....
A.e5//(_Atooled ,a Notary Public for the State of /4 ram//#
County of A4" 01 1 , do hearby certify that /fk/ .f Wiy.494jr
personally appeared before me this Apt day of Sep-It aii)e 07.,110•'ti,�_ and
acknowledge the due execution of the Operati s and Maintenance re�merit
Witnegs,n1Miz4pd official seal, `"'f''L r�+•'��+
4r:�• ,." . Co-,,a•�
Seal My commission expires rt:93 0 A
STORM-EZ 9/112022
fnen:nn II A fIRAAAAani.al D....,I .,tA

Wet Detention Pond Maintenance Requirements
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if one
is provided.
Important maintenance procedures:
Immediately after the wet detention basin is established,the plants on the vegetated shelf and perimeter of the
- basin should be watered twice weekly if needed, until the plants become established(commonly six weeks).
No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin,
If the basin must be drained for an emergency or to perform maintenance,the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
- Once a year,a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event
greater than 1.0 inches(or 1.5 inches if in a Coastal County). Records of operation and maintenance should be kept in a known
set location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the BMP Areas of bare soil and/or Regrade the soil if necessary to remove the gully,and then plant a
erosive gullies have formed. ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of approximately six inches.
long.
The inlet device The pipe is clogged. Unclog the pipe. Dispose of the sediment of site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to smooth it over and provide erosion
swale. control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or Remove sediment and replace with clean stone.
covered in sediment(if
applicable).
The forebay Sediment has accumulated to Search for the source of the sediment and remedy the problem if
a depth greater than the possible. Remove the sediment and dispose of it in a location where it
original design depth for will not cause impacts to streams or the BMP.
sediment storage.
Erosion has occurred. Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present. Remove the weeds,preferably by hand. If pesticide is used,wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead,diseased or Determine the source of the problem: soils, hydrology,disease,etc.
dying. Remedy the problem and replace plants. Provide a one-time fertilizer
application to establish the ground cover if a soil test indicates it is
necessary.
(Weeds are present. Remove the weeds, preferably by hand. If pesticide is used,wipe it on
the plants rather than spraying.
STORM-EZ
9/28/2022
Version 1.4 O&M Manual Page 2 of 4

Wet Detention Pond Maintenance Requirements(Continued)
The main treatment area Sediment has accumulated to Search for the source of the sediment and remedy the problem if
a depth greater than the possible. Remove the sediment and dispose of it in a location where it
original design sediment will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50% Consult a professional to remove and control the algal growth.
of the area.
Cattails,phragmites or other Remove the plants by wiping them with pesticide(do not spray).
invasive plants cover 50%of
the basin surface.
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and consult a professional to remove
beaver activity is present. beavers.
A tree has started to grow on Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Department of Environment and Natural
damage have occurred at the Resources Regional Office.
outlet.
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
STORM-EZ
9/28/2022
Version 1.4 O&M Manual Page 3 of 4

Wet Detention Pond Design Summary
Wet Pond Diagram
WET POND ID FOREBAY MAIN POND
1 Permanent Pool El. 60 Permanent Pool El. 60
Temporary Pool El: 62.75 Temporary Pool El: 62.75
Pretreatment other No Clean Out Depth: 6 Clean Out Depth: 9
than forebay? Sediment Removal El: 54 Sediment Removal El: 51
Has Veg.Filter? No Bottom Elevation: 53 Bottom Elevation: 50
$ I
STORM-EZ
9/28/2022
Version 1.4 O&M Manual Page 4 of 4

EVOLVE HOLLY RIDGE MIXED USE
RECEIVED OCT 03 2022
Onslow County, North Carolina
STORMWATER AND EROSION CONTROL NARRATIVE
Prepared for:
Evolve Holly Ridge,LLC
2918 Martinsville Road, Suite A
Greensboro, NC 27408
Prepared by:
IAPAMØUNTE
E N G. 1 N E E. R 1 N C. i M G.
122 Cinema Drive
Wilmington,NC 28403
NC License#:C-2846
Project#21464.PE
August 2022 f 2. . 'b . .p`X
fAL '��•
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',,',tyr y ar

EVOLVE HOLLY RIDGE MIXED USE
Brunswick County, North Carolina
Project#21464.PE
Table of Contents
Design Narrative
Proposed Improvements
Results
Maintenance
Erosion and Sedimentation Control Specification
Soils Map
Reference Data
USGS Map
Erosion Control Calculations
Stormwater Calculations
Page i

EVOLVE HOLLY RIDGE MIXED USE
Brunswick County, North Carolina
Project#21464.PE
DESIGN NARRATIVE
The property is a tract that was previously developed at the intersection of Drag Strip Road and
on the southbound lane of US 17 inside Town of Holly Ridge in Onslow County. The site
outside the wetlands has a majority of existing impervious, old parking lot and building
concrete slabs, so we using a percentage of the existing impervious in our design. For good
engineering practices, we have placed 20%of the site as existing impervious, the actual number
is greater than 60%.
Please find this design narrative, plan, and supporting calculations sufficient for meeting
stormwater requirements according to NCDEQ and Brunswick County regulations. The
property has an approximate latitude and longitude of 34° 29' 07" N, 78° 34' 03" W (Parcel ID#
009158,and 060395;Deed Book 5772 Pg 395).
The existing property is being redeveloped as mentioned. The ground cover for the subject
property is mostly existing asphalt and concrete. The topography for the site has a high point
approximately 40% off of Hwy 17 with the main outfall of the site being the roadside ditch
along US 17. According to the attached USGS map, the site drains to County Branch (SA,
HQW) within the White Oak River Basin but we are greater than 1/2 mile as shown in the
corresponding data.
Soils on the project site consist of mainly Leon fine sand (LnA) [HSG-A/D], and a small patch of
Murville muck(Mu) [HSG-A/D] according to the NRCS soil survey.
PROPOSED IMPROVEMENTS
Evolve at Holly Ridge, LLC proposes to construct a residential development that will consist of
Phase 1 being 264 apartments, and amenity with associated roadways, sidewalks, and utilities.
The pond is sized for future development,upon final site plan, a plan revision showing the unit
layout will be provided to modify the permit. The future development will consist of
commercial outparcels along US 17 and future residential (multi-family/cottage) in the rear.
The developments stormwater is controlled through a County pre/post wet pond (Storage
Pond) that connects all flow being treated and controlled by the State and County wet pond
(Basin 1) with a discharge to the existing wetlands at the northwestern property line. The
ponds are connected, but all treatment is handled in the wet pond. The treatment outfall is
along US 17 with larger storms at the rear of the site.

Temporary sediment basins/traps with temporary diversion ditches will control erosion during
clearing and grading operations until the proposed conveyance system is constructed and
operational. Perimeter measures, silt fence and construction entrances are also proposed.
DESIGN METHOD
Hydrologic Soil Group Classifications have been taken from the USDA Web Soil Survey as
mentioned above.
Storm conveyance calculations have been performed utilizing the Rational Method within
Carlson Hydrology 2020 which employs the FHWA Method for HGL computations. The
Brunswick County IDF curve has been implemented for the 10-year HGL calculations.
Storm routing calculations have been performed utilizing the SCS Method within HydroCAD
version 10.10.
MAINTENANCE
Contractors shall be responsible for periodic inspection and maintenance of all indicated
erosion control devices.In addition, inspection and any necessary maintenance will be required
immediately following any significant storm event. Any erosion control measure that fails to
function as intended shall be repaired immediately. Upon completion of construction and the
establishment of stabilized ground cover, the property owner shall be responsible for any
ongoing site maintenance.

EROSION AND SEDIMENTATION CONTROL SPECIFICATION
PART 1-GENERAL
1.1 RELATED DOCUMENT
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections,apply to this Section.
1.2 WORK INCLUDED
A. Contractor shall take every reasonable precaution throughout construction to prevent the
erosion of soil and the sedimentation of streams,lakes, reservoirs, other water impoundments,
ground surfaces,or other property as required by State and Local regulations.
B. Contractor shall, upon suspension or completion of land-disturbing activities, provide
protection covering for disturbed areas.Permanent vegetation shall be established at the earliest
practicable time. Temporary and permanent erosion control measures shall be coordinated to
assure economical, effective, and continuous erosion and sediment control throughout the
construction and post construction period.
1.3 RELATED SECTIONS
A. Related Sections—The following Sections contain requirements that relate to this Section:
1. 01011—Existing Underground Utilities
2. 01015—Special Conditions for this Contract
3. 01070—Shop Drawings,Project Data&Samples
4. 02200—Earthwork,Excavation Trenching,and Backfilling
5. 02230—Site Clearing
6. 02240—Dewatering
7. 02485—Seeding General Areas
1.4 REGULATORY REQUIREMENTS
A. Contractor shall be responsible for prevention of damage to properties outside the construction
limits from siltation due to construction of the project. The Contractor will assume all
responsibilities to the affected property owners for correction of damages that may occur.
Erosion control measures shall be performed by the Contractor,conforming to the requirements
of,and in accordance with plans approved by applicable state and local agencies and as per the
erosion control portion of the construction drawings and these specifications. The Contractor
shall not allow mud and debris to accumulate in the streets.Should the Contractor pump water
from trenches during construction, appropriate siltation preventative measures shall be taken
prior to discharge of pumped water into any storm drain or stream.

PART 2-PRODUCTS
2.1 Open mesh biodegradable mulching doth.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground 1 limestone containing not less than 10 percent
magnesium oxide.
2.4 Phosphate shall be 20 percent super phosphate or equivalent.
2.5 Provide grass seed mixture as shown on the plans.
2.6 Silt fence shall consist of non-biodegradable filter fabric (Trevira, Mirafi, etc.) wired to
galvanized wire mesh fencing and supported by wood or metal posts.
2.7 NCDOT Class B stone for erosion control.
PART 3-EXECUTION
3.1 CLEARING
A. Clearing and grubbing shall be scheduled and performed in such a manner that subsequent
grading operation and erosion control practices can follow immediately thereafter. Excavation,
borrow, and embankment operations will be conducted such that continuous operation. All
construction areas not otherwise protected shall be planted with permanent vegetative cover
within 7 working days after completion of active construction. All slopes shall be planted
within 14 calendar days after completion of such activity.
3.2 STABILIZING
A. The angle for graded slopes and fills shall be no greater than the angle that can be retained by
vegetative cover or other adequate erosion control devices or structures.All disturbed areas not
to be paved and left exposed will, within 14 calendar days of completion of any phase of
grading,be planted or otherwise provided with either temporary or permanent ground cover,
devices, or structures sufficient to restrain erosion. All slopes steeper than 3:1 shall be planted
or otherwise provided with either temporary or permanent ground cover,devices,or structures
sufficient to restrain erosion within 7 calendar days.
3.3 REGULATORY REQUIREMENTS
A. Whenever land disturbing activity is undertaken on a tract,a ground cover sufficient to restrain
erosion must be planted or otherwise provided within 7 calendar days on that portion of the
tract upon which further active construction is to being undertaken.
B. If any earthwork is to be suspended for any reason whatsoever for longer than 7 calendar days,
the areas involved shall be seeded with vegetative cover or otherwise protected against
excessive erosion during the suspension period. Suspension of work in any area of operation
does not relieve the Contractor of the responsibility for the control of erosion in that area.

PART 4-CONSTRUCTION PHASE
4.1 PRACTICES
A. Avoid dumping soil or sediment into any streambed or watercourse. Backfill for stream
crossings shall be placed dry and compacted to minimize siltation of the watercourse, where
applicable.
B. Maintain an undisturbed vegetative buffer where possible between a natural watercourse and
trenching and grading operations.
C. Avoid equipment crossings of streams,creeks,and ditches where practicable.
PART 5-SEDIMENT CONTROL FEATURES
5.1 GENERAL
A. All devices (silt fences, retention areas, etc.), for sediment control shall be constructed at the
locations indicated prior to beginning excavation on the site. All devices shall be properly
maintained in place until a structure or paving makes the device unnecessary or until directed
to permanently remove the device.
5.2 DESIGN APPLICATIONS
A. Mulch shall be used for temporary stabilization of areas subject to excessive erosion, and for
protection of seed beds after planting where required.
1. Jute,mesh,etc.should be installed as per manufacturer's instructions.
B. Silt fences shall be used at the base of slopes to restrict movement of sediment from the site.
C. Riprap shall be used at the proposed outfall pipes as indicated on plans.
D. Establish vegetative cover on all unpaved areas disturbed by the work.
1. Preparation of Seedbed. Areas to be seeded shall be scarified a depth of 6 inches until a
firm, well-pulverized, uniform seedbed is prepared. Lime, phosphorous, and fertilizer
shall be applied during the scarification process in accordance with the following rates.
a. Lime—2 ton per acre
b. Nitrogen—100 pounds per acre
c. P2O5—200 pounds per acre
2. Seeding.Disturbed areas along roads and ditches shall be permanently seeded with 10-20
pounds per acre of centipede during the period from March through September. Seeding
performed during the period from April to August shall be temporarily seeded with 40
pounds per acre of German Millet. The permanent vegetative cover will be over seeded
at the earliest possible time as specified above.
3. Mulch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore.

5.3 MAINTENANCE
A. The Contractor shall be responsible for maintaining all temporary and permanent erosion
control measures in functioning order. Temporary structures shall be maintained until such
time as vegetation is firmly established and grassed areas shall be maintained until completion
of the project. Areas which fail to show a suitable stand of grass or which are damaged by
erosion shall be immediately repaired.
5.4 REMOVAL OF SEDIMENT CONTROL DEVICES
A. Near completion of the project, when directed by the Owner's agent, the Contractor shall
dismantle and remove the temporary devices used for sediment control during construction.
All erosion control devices in seeded areas shall be left in place until the grass is established.
Seed areas around devices and mulch after removing or filling temporary control devices.
END OF SECTION 02410

SOILS MAP

Hydrologic Soil Group—Onslow County,North Carolina
3
A l:1
263700 28�BOD 263900 26400D 234100 264200 26490D
34°29'26"N �r I ..I _ l - I I I 34°2g 26"N
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34°28'57"N g .• .. 1 34°28'57"N
2337D0 263800 263E00 264000 264100 234200 264330
3 3
Map Scale:1:4,360 FpriiiEd on A parhait(8.5'x 11')sheet
N
Meters
N o so ---100 2D0 300
A Feet
prnjet on:Web Meicabor Corner aoordrlahes:WCaS8 4 Frtrp da:IJTM Zone 18N WGSS4
USDA Natural Resources Web Soil Survey 7/29/2022
Conservation Service National Cooperative Soil Survey Page 1 of 4

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Hydrologic Soil Group
Map unit symbol Map unit came I Rating Acres in A®i Percent of AOl
Ln Leon fine sand ND 40.0 92.8%
Mu Murville fine sand ND 3.1 7.2%
Totals for Area of Interest 43.1 100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential.Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet,and receive
precipitation from long-duration storms.
The soils in the United States are assigned to four groups(A, B,C, and D)and
three dual classes(A/D, B/D, and C/D).The groups are defined as follows:
Group A. Soils having a high infiltration rate(low runoff potential)when
thoroughly wet.These consist mainly of deep,well drained to excessively
drained sands or gravelly sands.These soils have a high rate of water
transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C.Soils having a slow infiltration rate when thoroughly wet_These r..nnsist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture.These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate(high runoff potential)when
thoroughly wet.These consist chiefly of clays that have a high shrink-swell
potential,soils that have a high water table,soils that have a claypan or clay
layer at or near the surface,and soils that are shallow over nearly impervious
material.These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group(A/D, B/D,or CID),the first letter is
for drained areas and the second is for undrained areas. Only the soils that in
their natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method:Dominant Condition
Component Percent Cutoff:None Specified
Natural Resources Web Soil Survey 7/29/2022
Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group—Onslow County,North Carolina
Tie-break Rule:Higher
J Natural Resources Web Soil Survey 7/29/2022
Conservation Service National Cooperative Soil Survey Page 4 of 4

REFERENCE DATA

7/26/22,11:56 AM NC Surface Water Classifications
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Page 1 of 5
Type: CONSOLIDATED REAL PROPERTY
Recorded: 6/10/2022 10:39:00 AM
Fee Amt: $576.00 Page 1 of 5
Revenue Tax: $550.00
Onslow County, NC
Omega K.Jarman Reg.of Deeds
BK 5772 PG 395 - 399
Delinquent taxes,if any,to be paid by the closing
Attorney to the ONSLOW County Tax Collector upon
Disbursement of closing proceeds
Glenn O'Keith Fisher,Closing Attorney
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax:$550.00 Parcel Identifier No:028331 and 019651
File No.:22-
Mail after recording to: Grantee
This instrument prepared by: Glenn O'Keith Fisher,Attorney at Law
Brief Description for the index: Two Tracts,Drag Strip Road and US Hwy 17
THIS DEED,made —AU/1�.C1 ,2022,by and between
GRANTOR GRANTEE
FELIX WAN OTTAWAY EVOLVE HOLLY RIDGE,LLC,
and wife, A North Carolina Limited
CONNIE R.OTTAWAY Liability Company
Mailing Address:
2918-A Martinsville Road
Greensboro,NC 27408
InitialsU t9-, --
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,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 Stump Sound Township,
Onslow County,North Carolina and more particularly described as follows:
•
submitted electronically by "Isaacson Isaacson Sheridan Fountain & Leftwich, LLP"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the onslow county Register of Deeds.
Book:5772 Page:395 Page 1 of 5 Book: 5772 Page, 1977-Current: 395 Seq: 1

Page 2 of 5
BEING all of that property described on Exhibit A,attached hereto and incorporated herein
by reference as if fully set forth.
SUBJECT to any and all Restrictions and Easements of record.
Pursuant to the provisions of North Carolina General Statutes § 105-317.2,this _ is/ is not a
conveyance of the Grantor's primary residence.
The property hereinabove described was acquired by Grantor by instrument recorded in 3538,Page
585,ONSLOW County Registry.
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 has done nothing to impair such title as
Grantor received, and Grantor will warrant and defend the title against any lawful claims of all
persons claiming by,under or through Grantor except for exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
1. Liens for taxes,assessments and other governmental charges that are not yet due
and payable;
2. All general utility easements and restrictive covenants of record;
3. Reservation of oil,gas,mineral or other subsurface rights of record if any;
4. The provisions of all applicable zoning and land use ordinances,statutes and
regulations;
5. Any exceptions listed after the description.
IN WITNESS WHEREOF,the Grantor has hereunto set his hand and seal,or if
corporate,has caused this instrument to be signed in its corporate name by its duly authorized
officers and its seal to be hereunto affixed by authority of its Board of Directors,the day and
year first above written.
ffp' (SEAL)
Felix Ivan Ottaway
-�r+�..:� _ (SEAL)
Connie R. Ottaway
Book:5772 Page:395 Page 2 of 5 Book: 5772 Page, 1977-Current: 395 Seq: 2

Page 3 of 5
STATE OF N G
COUNTY OF ?c cVe r
I certify that the following person(s)personally appeared before me this day,each
acknowledging to me that he or she voluntarily signed the foregoing document for the purpose
stated therein and in the capacity indicated above: Felix Ivan Ottaway and wife,Connie R.
Ottaway.
This the day of Cif , , 2022.
14.41/246/
NOTARY SEAL Notary Public
O1 CSs1e V) ych'Q1t1 a
Typed or printed name of notary
My commission expires: Q 5-cg
tolatii Nk1„,jb
,
7.s ; A •
Oa LIC
404
O,I,,,n kka "0
Book:5772 Page:395 Page 3 of 5 Book: 5772 Page, 1977-Current: 395 Seq: 3

Page 4 of 5
EXHIBIT A
TRACT I:Being all that 1.43 acre tract in the Town of Holly Ridge and described in a Deed from
Janie Marie West,single,to Gordon Darrel Ottaway dated November 1,2004,and recorded in
Deed Book 2343,Page 222-224, Onslow County Registry,and being identified as Onslow
County Tax parcel Number 735 41,1.
TRACT II:Being all that parcel or tract of land as described as Tract 1 in a Deed from M.J
Wilson and wife,Bodell Wilson to G. Darrell Ottaway dated April 24,1972, and recorded in
Deed Book 446,Page 631,Onslow County Registry,reference to which is made for a more
complete and accurate description and is identified as Onslow County Tax Parcel Number 735-
45.
•
Book:5772 Page:395 Page 4 of 5 Book: 5772 Page, 1977-Current: 395 Seq: 4

Page 5 of 5
WC
DEPARTMENT OF TAX ADMINISTRATION ,/e,
„1,
t cI
Tax Certification Form
(Check One Box)
❑✓ This certifies that there are no delinquent ad valorem taxes, or other
taxes which the Onslow County Tax Collector is charged with
collecting, that are a lien on:
Parcel Identification Number:
028331 and 019651 GRANTEE: EVOLVE HOLLY RIDGE LLC
This is not a certification that this Onslow County Parcel
Identification Number matches the deed description.
No certification required, as attorney statement that any delinquent
taxes will be paid from closing proceeds is included on first page of
deed, and the assessor has obtained the desired information from the
conveyance (G.S. 105-303).
EllBalance due on account. It must be paid to Onslow County Tax Collector.
Please make payment within 5 days of closing.
EILEEN WAGNER pte''Z02Zo6.1 09A959 04'ONER 06/10/2022
Tax Collections Staff Signature Date
This parcel may have deferred taxes which become due upon transfer of the
property. Call the Tax Office, Land Records Division at 910-989-2204 for
more information.
234 NW Corridor Blvd Jacksonville,North Carolina A 23540 Phone:[phone]•Fax:[phone].OnslowCountyNC.gov/tax
Book:5772 Page:395 Page 5 of 5 Book: 5772 Page, 1977-Current: 395 Seq: 5

• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List•View Filings • Print a Pre-Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Evolve Holly Ridge, LLC
Information
Sosld: 2339312
Status: Current-Active 0
Date Formed: 1/19/2022
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Pritchard, Stephen C.
Addresses
Mailing Principal Office Reg Office
2918-A Martinsville Road 2918-A Martinsville Road 804 Green Valley Road, Suite 200
Greensboro, NC 27408 Greensboro, NC 27408 Greensboro, NC 27408
Reg Mailing
804 Green Valley Road, Suite 200
Greensboro, NC 27408
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.

ACTIONS OF THE MEMBERS
OF
EVOLVE HOLLY RIDGE,LLC
TAKEN BY WRITTEN CONSENT
July 1,2022
The undersigned, being all of the members (the "Members") of Evolve Holly Ridge,
LLC (the "Company"), hereby consent to the organizational actions being taken by written
consent pursuant to the provisions of the North Carolina Limited Liability Company Act.
The following actions are hereby adopted, authorized and directed effective July 1,2022:
1. Formation. The Articles of Organization of the Company have been filed with the
North Carolina Secretary of State, and the effective date of formation is January 19, 2022. The
original filed and recorded Articles are entered in the minute book of the Company. The acts of
the organizer in making and filing the Articles are hereby approved and ratified.
2. Officer(s). The following person is elected to the office set opposite his or her
name below,to serve the Company:
Office Name
Authorized Representative Michael P. Winstead,Jr.
Authorized Representative Joseph A.McKinney,Jr.
3. General Authorization. Any of the Authorized Representatives and such other
officer or officers of the Company as any Authorized Representative may direct, or any one or
more of them, are authorized, from time to time, to do, or to cause to be done, all acts and to
make, execute and deliver, or cause to be made, executed and delivered, all agreements,
certificates, documents and instruments of the Company, including the application for and
entering into any and all agreements in connection with obtaining all applicable and necessary
approvals and permits to allow for the development of the contemplated multifamily project,
such approvals and permits to include without limitation approvals from and permits issued by
the North Carolina Department of Environmental Quality and the North Carolina Department of
Natural Resources-Division of Water Quality, such approval of the Authorized Representative
being conclusively evidenced by the execution of such agreement, certificate, document or
instrument, in the name and on behalf of the Company as he or she, or they may deem necessary,
advisable or appropriate to effect and carry out the foregoing actions and the purpose and intent
thereof.
[SIGNATURE(S)ON NEXT PAGEI

1N WITNESS WHEREOF, the undersigned Members hereby execute and approve these
actions of the Company taken by written consent.
MEM S
AEL P.WIN EAD,JR.
THE 2012 JOSE A.MCKINNEY,JR.
LIVING TRUST
By: Ili J. l . '
Name/.se• A. cKinney,Jr.
Title: rustee

USGS MAP

MUMS U.S DEPARTMENT aF THE INTERCR ,���e.Y�T16S HOLLY RIDGE QUADRANGLE
U.S.GEOLOGCAL SIRYEr 9�VJ 1 NORTH CAROLINA
fr.ryfr�I *US 1
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................ 2819

STORMWATER CALCULATIONS

Project Name: Holly Ridge MU
Client: Evolve Companies,Inc
Project Number: 21464.PE PARAMOUNTE
Prepared By: ASR E N O 1 N E E Ft 1 N O. 1 N C.
Date: 9/28/22
Basin: DA#Pond [POST] Drainage area= 51.000 acres = 0.080 mil 2221560
Area Calculations
Land Use Area (Ac.) %of Basin
Buildings 3.447 150145
Streets/Parking 4.802 209186
Sidewalks 0.726 31603
Other 0.459 20000
Misc./Future 14.927 650237
Proposed Impervious= 24.361 47.8% 1061171
Existing Impervious(-) 10.200 20.0% 444312
New Impervious 14.161 27.8% 616859
Open Space-Good 15.933 31.2% 694032
Permanent Pool-Pervious 3.338 6.5% 145410
Sum: 43.632 133.3%

Holly Ridge Mixed Use-Wet Pond #1
NCDEQ Wet Retention Basin MDC[15A NCAC 02H.1053]
Objective:Design a wet retention basin with the following characteristics:a permanent water pool depth between 3-and
8-feet with a temporary water pool sized to detain the design storm(1.5"coastal depth or 1-yr pre-post vol)depending on which
watershed the project drains Into. The stormwater flow path shall be adequate for water quality and discharges in non-erosive manner
Long Term Pond Performance is up to the permitee's responsibility in regards to the O&M standards per the permit conditions.
Step 1; Determine the surface area required based on SA/DA Ratio Coastal Tand Average Dept.MDC 1&2.
Post-Development Conditions
Total Drainage Area 51.000 ACRE Value from CAD
Impervious Drainage Area 14.161 ACRE Value from CAD(Proposed minus Existing)
Impervious Cover 27 8% Impervious Cover=(Impervious Drainage
Area)/(Total Drainage Area)*100%
Elevation of Permanent Pool Surface 60.0 FT Value selected by designer
Elevation of Wet Detention Pond Bottom 54.0 FT Value selected by designer(Excludes Sed.Storage)
Depth of Permanent Pool 6.0 FT
Avg. Depth of Permanent Pool 5.4 FT Value from Avg.Depth Calculation[MDC 2;Equation 3)
Required SA/DA Ratio 1.200 Value from Coastal NC Chart
Required Permanent Pool Surface Area 26,659 SF Required Surface Area=(Required SA/DA
Ratio)*(Total Drainage Area)
Provided Main Pond Perrn.Pool Surface Area 27,222 SF From stage-storage calculations
Step 2: Determine the Design Storage Elevation within the wet detention pond.MDC 2 and MDC 3.
Runoff Coefficient, Rv 0.300 IN/IN Rv=0.05+0.009*(%Impervious)
Required 1.5"Runoff Volume 1.5"Runoff Volume=1.5 inch*Rv*1 foot/12
(Voiume of Temporary Pool) 83,281 CF inch*(rota!Drainage Area)
1-yr,24-hr Pre-Dev Volume N/A CF HydroCAD SCS Hydrographs
1-yr,24-hr Post-Dev Volume N/A CF HydroCAD SCS Hydrographs
Required Runoff Volume 1.5"Runoff Volume or 1-yr,24-hr Pre/Post
(Volume of Temporary Pool) 83,281 CF Volume Difference as applicable
Storage Elevation at Required Volume 62.29 FT Value from stage-storage table.
Storage Elevation Provided 62.75 FT Value selected by designer
Storage Volume Provided 101,971 CF Value Is based upon stage-storage values.
See HydroCAD stage-storage hvdroaraohs.
1of2

Step 3: Calculate the required forebay volume(15-20%of perm.pool volume). MDC 5.
Main Pond Volume 114,431 CF Main PPool Volume
15%Main Pond Volume 17,165 CF Forebay Volume=(Main Pond Volume)*15%
2O010 Main Pond Volume 22,886 CF Forebay Volume=(Main Pond Volume)*20%
Provided Forebay Volume 19,213 CF Value from stage-storage tables
IForebay Percentage 16.80/0
Step 4a: Verify the time required to drawdown the required runoff volume is within 2 to 5 days. MDC 7.
Diameter of Proposed Low-flow Orifice 4.00 IN Value chosen by designer
Storage Elev for Required Volume 62.29 FT Value from above
Head(Ho) 2.12 (Ho)—(Design Storm Staging Elev)-(Centrold of
orifice elevation)
Driving Head(Ho)for Orifice Equation(Ho/3) 0.71 FT Ho/3
Cd,Coefficient of Discharge 0.60 Value chosen by designer
Q,Flowrate Through Low-flow Orifice 0.35 CFS Q=Cd*(Pi)*j(Diameter of Orifrce)*(1 ft/12
In)]^2/4*[2*32.2*(Averge Head)]^1/2
Drawdown Time for Required WQV 2.73 DAYS (Drewdaw*Time)=(Required Runoff
Volume)/Q (1 day/86400 seconds)
Step 4b: Verify the time required to drawdown the provided runoff volume Is within 2 to 5 days. MDC 7.
Diameter of Proposed Low-flow Orifice 4.00 IN Value chosen by designer
Storage Elev at Next Highest Outlet 62.75 FT Value from above
Head(Ho) 2.58 FT (Ho)=(Design Storm Staging Elev)-(Centroid of
orifice elevation)
Driving Head(Ho)for Orifice Equation(Ho/3) 0.86 FT Ho/3
Cd,Coefficient of Discharge 0.60 Value chosen by designer
Q,Flowrate Through Low-flow Orifice 0.39 CFS Q=Cd*(Pl)*[(Diameter of Orifice)*(1 ft/12
in)]^2/4*[2*32.2*(Avenge Head)]^1/2
Drawdown Time for Provided WQV 3.03 DAYS (Drawdown 77me)=(Provided Runoff
Volume)/Q*(1 day/86400 seconds)
2of2

Holly Ridge MU -Wet Pond #1
Stage-Area-Storage Calculations
Stage/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour Incremental Volume, S
Contour Area(SF) Volume(CF) (CF)
60.0 32,632 0 0 +Permanent Pool
61.0 35,680 34,156 34,156
62.0 38,975 37,328 71,484
63.0 42,325 40,650 112,134
64.0 45,730 44,028 156,161
65.0 49,195 47,463 203,624
66.0 52,715 50,955 254,579 +Top of Pond
Stage/Storage Main Pond
Cumulative
Contour Incremental Volume, S
Contour Area(SF) Volume(CF) (CF)
50.0 279 0 0 Pond Bottom
51.0 2258 1,269 1,269 -Sediment Storage
52.0 4312 3,285 4,554
53.0 6,445 5,379 9,932
54.0 8,650 7,548 17,480
55.0 10,930 9,790 27,270
56.0 13,290 12,110 39,380
57.0 15,730 14,510 53,890
58.0 18,240 16,985 70,875
59.0 20,825 19,533 90,407 +Bottom of Shelf
60.0 27,222 24,024 114,431 +Permanent Pool
Forebay
Cumulative
Contour Incremental Volume, S
Contour Area (SF) Volume(CF) (CF)
53.0 975 0 0 4-forebay Bottom
54.0 1,395 0 0 +Sediment Storage
55.0 1,890 1,643 1,643
56.0 2,455 2,173 3,815
57.0 3,090 2,773 6,588
58.0 3,800 3,445 10,033
59.0 4,575 4,188 14,220
60.0 5,410 4,993 19,213 +forebay Volume

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w
SIDBURY CROSSING
RIP-RAP APRON CALCS
20211.PE
3D0 03.16.22
I
Outlet W = Da + 0.4La 120 7-- .
pipe f . . r:.
diameter(Do) La^� - _ .. .,.11 -1l 'i. I-j 1
110 v_Tai lrtat r a IL.500 :" i'j : . ` : : : :1 �= i'1 f ` 'I Iil n
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�J1'i {I. ' It1 r n : Ali i ��l t IyyI II�I1 II 111111
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18 r�■i■11Il■rillllripl�l,.IIllNI11NInlllllr,HIUIIIIII,11AI�I: : g•- ww r iiiI�. p31rliqun� a)
,� � r � 1���1��°� nr , I / IU i��l f� Id[Illd N
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10 ilniiiiwiiil�iu, ii�Mekiiii►. I_ ,__ __ r IlV Hiri'•ir: • .:'I
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l , 1
3 5 10 20 1 50 100 200 500 1000
Dis harge(ft3/.ec)
FES-001 FES-010
FES-010
Curves may not be extrapolated.
Figure 8.06b Design of outlet protection from a round pipe flowing full,maximum tailwater condition(Tw>0.5 diameter).
FES-001 FES-010 FES-100
Q25= 24.54 cfs Q25= 39.84 cfs Q25= 74.59 cfs
Do=36" Do=36" Do=48"
3Do=9' 3Do=9' 3Do=12'
La=13' La=13' La=18'
W=8.2' W=8.2' W=1 1.2'
8.06.4
Rev 12/93

Appendices
HOLLY RIDGE MIXED USE
MIN Tw RIP-RAP APRON
CALCULATIONS
21464.PE
09.08.22
30
II Ii�i• l
Outlet W = p + La1 I!1 I
pipe o g ,. . �':...�.4111
I .1
diameter(Do) :.� ! i ' ii �. Dill1111N11 n!;i!II
iiwater a 0.5D0 • I
1I1111■ • iHi olrPi;
1 I j ...-.. —_ • ■I■111 ' lii 11 I il:
l�l; 70 m .lii:r;lril� '
‘Pc). . r i. ,f • 1111r11il�iiNr• ;III
tOn I I l ' i'lvd, r Nip I
Q 4 +,I�RL1I .; SINIIII
1M 1 �I .4111UW51 1 Illl
rO\ 60 iMl�l 11I11 I I, rip,I'Ai(11r/ I lu
e I,Iir a usnn
f i - 1►r I ro, ' Hamel•
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t�:;. ;l _ I �,r r ri Ie0iiia iil.1 1 ,,i"iiiiilii 4
ijil� T III 1 !' �' -I i V, MN 1 r 1,1111;111
l 1. a I I I I fllll II lS
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�+.� ,: ,:r„ 1! 41111Ur•.r111pIUJl11;1
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I1 1 . / `� ,��� •• a 11/II;IIIV-•',r1;/�11!;71111111111.11� �ii ■� ! Mill,'
171LILlllt IIIIIIas
I I�I�� 1 :� i iil!illliiig ■IIIIIIIIIIIIIII
Iill I � p' �'�i/i/" r I ;,Il:all 1 11 111111111 �"
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lAps41, 5i- /� r. i w- 1...Ir �I I I 1� :IINIINIII _ 1 a
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l • _ i II i, II ;' I. 0
5 10 20 50 100 200 500 1000
POI A
Discharge(ft3/sec)
WET
Curves may not be extrapolated. PONI'
Figure 8.06a Design of outlet protection protection from a round pipe flowing full,minimum tailwater condition(Tw a 0.5 diameter).
POI A WET POND
Q-25yr=0.00 cfs Q-25yr=31.45 cfs
Do=24" Do=24"
3Do=6' 3Do=6'
La=13' La=19'
W=15' W=21'
Rev.12/93 8.06.3

Type: CONSOLIDATED REAL PROPERTY
Recorded: 1/25/2022 2:27:48 PM
Fee Amt: $2,426.00 Page 1 of 7
Revenue Tax: $2,400.00
Onslow County,NC
Omega K.Jarman Reg.of Deeds
RECEIVED OCT 03 2022 BK 5671 PG 288 - 294
The attorney preparing this instrument has made no record "Delinquent taxes,if any,to be paid by the closing
search or title examination as to the property herein Attorney to the Onslow County Tax Collector upon
described, unless the same is shown by his written and Disbursement of closing proceeds.
signed certificate. Stephen Pritchard,closing attorneys(°
Excise Tax$2400.00 Recording: Time,Book and Page
Tax Parcel Identifier No.: 009158&060395
Return to:
Prepared by: Mark I.Nunalee,Attorney at Law,P.O.Box 428,Burgaw,NC 28425.
Brief Desc.for the Index 48.01 ac Hwy 17&.61 ac
THIS PROPERTY IS OR IS NOT_X_THE GRANTOR'S PRINCIPAL RESIDENCE.
NORTH CAROLINA SPECIAL WARRANTY DEED
THIS DEED made this day of January,2022 by and between:
GRANTOR GRANTEE
Fred M.Kray(a 12/72 undivided interest as tenant in Evolve Holly Ridge,LLC
common)and wife,Claudette Smith Kray;Gregory 2918-A Martinsville Road
Kurt Gray(a 15/72 undivided interest as tenant in Greensboro,NC 27408
common)and wife,Wanda Padgett Gray;Sharon
Elaine Gray Porterfield(a 15/72 undivided interest as
tenant in common)and husband,John Wright
Porterfield,Martha Jane Gray Ellis(a 15/72 undivided
interest as tenant in common)and husband,Terry
Lynn Ellis;Gibb Scott Gray(a 7/72 undivided interest
as tenant in common)(divorced);Nell Marie Gray
Griffin(a 4/72 undivided interest as tenant in common)
and husband,Joseph Allan Griffin and Katie Elizabeth
Gray McKinney(a 4/72 undivided interest as tenant in
common)and husband,Gregory John McKinney
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.
submitted electronically by "Isaacson Isaacson Sheridan Fountain & Leftwich, LLP"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the onslow County Register of Deeds.
Book:5671 Page:288 Page 1 of 7

WITNESSETH,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 those
certain lots or parcels of land situated in Onslow County,North Carolina and more particularly described as follows:
Tract ONE: Beginning at an old marked pine on the south side of the public road,and by Charles Hardison's cart
road,North 80 poles to a pine in the branch near the main road,North 45 degrees West 54 poles to Redd.Line South
75 degrees West 160 poles to Thoroughfare Gaulberry;thence with same to the beginning,containing 64 acres more
or less,and being the identical lands described in a deed from W.M.Hardison and wife,Kathie Hardison,to Douglas
Murrey Gray and Emily Rebecca Gray dated December 2,1935 and recorded in Book 176,Page 51,Onslow County
Registry.
Being all of Tract One as described and contained in Deed recorded in Book 265,Page 630 of the Onslow County
Registry. Less and except that parcel previously deeded to Grace Free Will Baptist Church by deed recorded in
Book 1586,Page 778 of the Onslow County Registry.
Tract#2: See attached Exhibit A Legal Description of.61 acre exception to Tract One hereinabove.
The property hereinabove described was acquired by Grantors by instrument recorded in Book 3098,Page 792 and
Book 5671. Page 45 ,both of the Onslow County Registry.
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 has done nothing to impair such title as Grantor received,
and Grantor will warrant and defend the title against the lawful claims of all persons claiming by,under or through Grantor.
Title to the property hereinabove described is subject to the following exceptions:
1. Restrictions of record.
2. Ad valorem taxes for the year 2022.
3. Routine utility easements and highway rights of way.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this
instrument to be signed in its corporate name by its duly authorized officers,the day and year first above written.
Book:5871 Page:288 Page 2 of 7

Fred M,I (SEAL)
eth /( i (SEAL)
au ette Smith Kray
STATE OF FLorF t O
COUNTY OF 1d-.ye.1t-1.';i
I, 1.30116e C U, {'D ,a Notary Public in and for the aforesaid County and State,do hereby certify that
Fred M.Kray and Claudette Smith Kray personally appeared before me this day and acknowledged to me that he/she
voluntarily signed the foregoing document for the purpose stated therein.
Witness my hand and notarial seal this the I day of Zia e. a►I 2022.
.�^ Not is
My Commission Expires: v�i l�'-�o`er
ha�YiPV Denise Coto
Comm #HH094342
Feb.17,2025
" '►+ edTh wAencn Notary
'rRIF111
Book:5671 Page:288 Page 3 of 7

arrol POO-6147 (SEAL)
Gregory K nt Gray
STATE OF NORTH CAROLINA
COUNTY OF PENDER
I, 1/yl,*4 p_6p,-ded ,a Notary Public in and for the aforesaid County and State, do hereby certify that
Gregory Kurt Gray Personally appeared before me this day end acknowledged to me that he voluntarily signed the foregoing
document for the purpose stated therein. �f+}
Witness my hand and notarial seal this the pZ 7 day ofiir,pry ,2022.
hlun
Notary Public V
My Commission Expires: 4140425
Ne;.r Olm:ic ',zit]Catalina (SEAL)
,:' Co:;�;�piPr:'ca SEAL
R' ! KDP.BERLY F.SANDERS Wanda Para b Age rft Gregory K.Gray
g Y Yg
<4 aErL.atfilbff f
e)/c v (SEAL)
Sharon Elaine Gray Porterfield Agent Gregory K.Gray
'To *4 O
Al1iv't f, L f1 (SEAL)
John Wright Porterfield y gent Greg K.Gray
AP4HI4 C
6), r (SEAL)
Martha Jane Gray Ellis by Agent Gregdrry K.Gray
714.A9 19'Nr It's
6� 1191144 % ty C, (SEAL)
Terry Lynn Ellis by Agent Gregory K. ray
&( G 54, -may
(gIted2p•-i C9av (SEAL)
Gib Scott Gray by Agent Gregory K.G y
A/Kyg /#41I14 a*/gialMid
(SEAL)
Nell Marie Gray Griffin by Agent Gre�K. Gray
Book:5671 Page:288 Page 4 of 7

y "9 —6111. U(}r1 V gIJM (SEAL)
Joseph Allan Griffin by Agenttregory K..6ray
/lnV,,ow y
&' I64,-* &5UN kgaify (SEAL)
Katie Elizabeth Gray McKinne9by Agent Gregory K.Gray
setrM/ AiC.g,lwary'
9 F.�`f- � i& y (SEAL)
Grego ohn McKinney by gent Gregofygo K.Gray
STATE OF NORTH CAROLINA
COUNTY OF PENDER
I, Klmlxrly F.StyrietS. Notary Public, do hereby certify that Gregory K. Gray, as Agent for Wanda
Padgett Gray;Shartfi Elaine Gray Porterfield,John Wright Porterfield,Martha Jane Gray Ellis,Terry Lynn Ellis,Gibb Scott
Gray, Nell Marie Gray Griffin, Joseph Allan Griffin, Katie Elizabeth Gray McKinney and Gregory John McKinney,
personally appearcd before me this day and being duly sworn,says that he executed the foregoing and annexed
instrument for and in behalf of Wanda Padgett Gray;Sharon Elaine Gray Porterfield,John Wright Porterfield,Martha
Jane Gray Ellis,Terry Lynn Ellis,Gibb Scott Gray,Nell Marie Gray Griffin,Joseph Allan Griffin,Katie Elizabeth Gray
ivicKinney and Gregory John McKinney, awl 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 of
Onslow County,North Carolina in Book 5593,Page 246 and Book 50 0,Page 37 ,and that this instrument
was executed under and by virtue of the authority given by said instrument granting him power of attorney;that
said Gregory K.Gray acknowledged the due execution of the forgoing and annexed instrument for the purposes
therein expressed for and in behalf of the said Wanda Padgett Gray; Sharon Elaine Gray Porterfield,John Wright
Porterfield,Martha Jane Gray Ellis,Terry Lynn Ellis,Gibb Scott Gray,Nell Marie Gray Griffin,Joseph Allan Griffin,Katie
Elizabeth Gray McKinney and Gregory John McKinney,
Witness my hand and notarial seal,thisday of January,2022.
glinlit4. A ?lcCWa---
Notary gublic
My Commission Expires:-6II s j 5
i.
O'sl
P\CLIENT51GRAY,GREG ET ALPORTERFIELD.TRUST DEED.DOCX W Notary Pubic,Norm corona( 4/1 County of Pander
Q4 KIMBERLY F.SANDERS
Book:5671 Page:288 Page 5 of 7

' • EXHIBIT A
"'Tact Two:
Located in Stump Sound Township, onslow County, North Carolina a•short distance northwest of U.S. Highway No. 17 and being more.fully described as follows, to wit: .
Beginning at a nail in the center of the pavement of an old Camp'Davis Road and in the Center of a 40 foot wide roadway easement, '
'Said nail being located along said road at a point that is the
following courses and .distances from U.S. Coast and Geodetic
Bench Mark "C - 116" 1963:
north 57 degrees 18 minutes 48 seconds east 595.49 feet
north 35 degrees 23 minutes 09 seconds west 87.46 feet, • 1
north 02 degrees 41 minutes 50 seconds east 556.06 feet and
'south 57 degrees 19 minutes 21 seconds west 284.70 feet to the Beginning and running thence, from the Beginning, so located,
•
(1) with the centerline of the above said old Camp Davis Road
and 40 foot wide roadway easement south 57 degrees 19
minutes 21 seconds west 208.68 feet.to a nail in said
centerline; thence
1 (2) north 32 degrees 40 minutes 39 seconds west 140.00 feet .
(passing over an inline iron stake at 12.0o feet) to an iron
pipe inline; thence,
(3) north 52 degrees 56 minutes 17 seconds east 209.29 feet to
•
an iron pipe inline; thence,
(4) south 32 degrees 40 minutes 39 seconds east 156.00 feet
. (passing over an inline iron pipe at 144.00 feet) to the
Beginning, containing 0.614 acres more or less after the
exclusion of. that portion of the 40 foot wide easement
contained within the above described boundaries and is• as
surveyed by Thompson Surveying Co. P.A. of durgaw, North
Carolina during October 1999. .
As a reference to the above described tract see Deed Book 176 at
Page 51 of the Onslow County Registry.
The above described tract is "Together With" and partially
"Subject To" a 40 foot wide access easement with said easement
lying adjacent to and 20 foot on either side of the following
; described centerline:
•
•
Beginning at a point in the center of the paved portion of the 2'
south bound lanes of U.S. Highway No. 17, said point being
'located along said line at a point that is north 57 degrees 18
. minutes 48 seconds east 595.49 feet from U.S. Coast and Geodetic
Bench Mark "C - 116" 1963;and running thence, from the Beginning, i
so located,
•
• .(1) north 35 degrees 21 minutes 09 seconds west 87.46 feet to a
subsurface iron stake at the P.I. of a curve to the right
4.
having a radius of 79.811 feet; thence
j
(2) north OZ. degrees 41 minutes 50 seconds east 556.06 feet to a
• nail in the center of the pavement of an old Camp Davis
Road; thence,
(3) with the center of the pavement of the above said road south
57 degrees 19 minutes 21 seconds west 493.38 feet (passing
• over an inline nail at 284.70 feet) to a nail at the
•
terminus of this 40 foot wide roadway easement.
.
•
Book:5671 Page:288 Page 6 of 7

DEPARTMENT OF TAX ADMINISTRATION f f/ I
Tax Certification Form
(Check One Box)
❑ This certifies that there are no delinquent ad valorem taxes, or other
taxes which the Onslow County Tax Collector is charged with
collecting, that are a lien on:
Parcel Identification Number:
009158 & 060395 GRANTEE: EVOLVE HOLLY RIDGE LLC
This is not a certification that this Onslow County Parcel
Identification Number matches the deed description.
No certification required, as attorney statement that any delinquent
taxes will be paid from closing proceeds is included on first page of
deed, and the assessor has obtained the desired information from the
conveyance (G.S. 105-303).
Balance due on account.It must be paid to Onslow County Tax Collector.
Please make payment within 5 days of closing.
KARYN JONES Dae:ozzoi 25y13 o4s 500 01/25/2022
Tax Collections Staff Signature Date
This parcel may have deferred taxes which become due upon transfer of the
property. Call the Tax Office, Land Records Division at 910-989-2204 for
more information.
234 NW Corridor Blvd■Jacksonville,North Carolina m 28540=Phone:[phone]=Fax:[phone].OnslowCountyNC.gov/tax
Book:5671 Page:288 Page 7 of 7

Type: CONSOLIDATED REAL PROPERTY
Recorded: 1/25/2022 2:30:48 PM
Fee Amt: $26.00 Page 1 of 8
Revenue Tax: $0.00
Onslow County, NC
Omega K.Jarman Reg.of Deeds
BK 5671 PG 295 - 302
The attorney preparing this instrument has made no record "Delinquent taxes,if any,to be paid by the closing
search or title examination as to the property herein Attorney to the Onslow County Tax Collector upon
described, unless the same is shown by his written and Disbursement of closing proceeds.
signed certificate. Stephen Pritchard,closing attorney
Excise Tax$-0- Recording: Time,Book and Page
Tax Parcel Identifier No.: 009158&060395
Return to:
Prepared by: Mark I.Nunalee,Attorney at Law,P. O.Box 428,Burgaw,NC 28425.
Brief Desc.for the Index
THIS PROPERTY IS OR IS NOT X THE GRANTOR'S PRINCIPAL RESIDENCE.
• NORTH CAROLINA QUIT CLAIM DEED
THIS DEED made this c'1I' T day of January,2022 by and between:
GRANTOR GRANTEE
Fred M.Kray(a 12/72 undivided interest as tenant in Evolve Holly Ridge,LLC
common)and wife,Claudette Smith Kray;Gregory 2918-A Martinsville Road
Kurt Gray(a 15/72 undivided interest as tenant in Greensboro,NC 27408
common)and wife,Wanda Padgett Gray; Sharon
Elaine Gray Porterfield(a 15/72 undivided interest as
tenant in common)and husband,John Wright
Porterfield,Martha Jane Gray Ellis(a 15/72 undivided
interest as tenant in common)and husband,Terry
Lynn Ellis; Gibb Scott Gray(a 7/72 undivided interest
as tenant in common)(divorced);Nell Marie Gray
Griffin(a 4/72 undivided interest as tenant in common)
and husband,Joseph Allan Griffin and Katie Elizabeth
Gray McKinney(a 4/72 undivided interest as tenant in
common)and husband,Gregory John McKinney J
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.
Submitted electronically by "Isaacson Isaacson Sheridan Fountain & Leftwich, LLP"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the onslow County Register of Deeds.
Book:5671 Page:295 Page 1 of 8

WITNESSETH,that the Grantor,for a valuable consideration paid by the Grantee,the receipt of which is hereby
acknowledged,has and by these presents does remise,release and forever quit claim unto the Grantee in fee simple,all those
certains lots or parcels of land situated in Onslow County,North Carolina and more particularly described as follows:
SEE ATTACHED EXHIBIT A
The property hereinabove described was acquired by Grantors by instrument recorded in Book 3098,Page 792 and
Book5671,Page 45 ,both of the Onslow County Registry.
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.
Title to the property hereinabove described is subject to the following exceptions:
]. Restrictions of record.
2. Ad valorem taxes for the year 2022.
3. Routine utility easements and highway rights of way.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this
instrument to be signed in its corporate name by its duly authorized officers,the day and year first above written.
•
Book:5671 Page:295 Page 2 of 8

Pk . (SEAL)
Fred M.ICh•ayJ
_._ —1
e�ilu Ate, 411.A. /1" _ c_` (SEAL)
Claudette Smith Kray
STATE OF •t-i t ura
COUNTY F IlLHt=N.w
I, AMS-c ,a Notary Public in and for the aforesaid County and State,do hereby certify that
Fred M.Kray and Claudette Smith Kray personally appeared before me this day and acknowledged to me that he/she
voluntarily signed the foregoing document for the purpose statederein.
Witness my hand and notarial seal this the 2,1 day of Jconactit 2022.
N a ublic
My Commission Expires: 21 i tJ,ac
?1,,,� Denise Cuero
t Comm.1HH094342
al,/ Feb.11,,,,,2025
p Aaron Notary
Book:5671 Page:295 Page 3 of 8

J� / a a (SEAL)
Gregory Kurt Gay
STATE OF NORTH CAROLINA
COUNTY OF PENDER
I, km/re/, (.62,1deo a Notary Public in and for the aforesaid County and State,do hereby certify that
Gregory Kurt Grayersonally appeared before me this day and acknowledged to me that he/she voluntarily signed the
foregoing document for the purpose stated therein. „Ili)
Witness my hand and notarial seal this the IV day oflfi ry ,2022.
514,4640
4Notary Publi
My Commission Expires:
--.. 6044414 P F-Tr
dio
s O•'�CIALSEAL t {SEAL)
Nodry Pubfie North.3, County of Ponder Wanda Padgett Gray by Agent�regory K ray
KIMBERLY F.SANDERS
5f + <1444+L(' c etaawel
�% L� 4�/L#Cr (SEAL)
Sharon Elaine Gray P i d by Agen regory K.Gray
edivo ltit .kie0
c /Qsf- IL (SEAL)
Johnohn Wrightht Porterfield by Ag it G Grego K.Gray
MOM'9_'-Grey krs
�J�r A9F r /_' (SEAL)
Marth5 Jane Gray Ellis by Agent Grego K.Gray
tytiN 1�6fr5
A1iuJr Dry k 6314 (SEAL)
Terry Lynn Ellis by Agent Gregory K.Graf
&OA Sect,-c3my
py i/sr.7fi (SEAL)
Gibb Scott Gray by Agent Gr gory K.Graf
Book:5671 Page:295 Page 4 of 8

mu_ fimap_aghts ri'','
gq�µ7t` p�p ,, ago., (SEAL)
Nell Marie Gray Griffin by Agent Gregory K.Gray
!L (SEAL)
JosephAllan Griffin by Agent Gregory K. ray
khkg 040W &4f / '14''— Y
t3 4 6,t7r ��rNe;5c 4 '2 (SEAL)
Katie Elizabeth Gray McKinney y Agent G ory K.Gray
O "i ®4.7 k gsti.^'/ (SEAL)
gory John McKinney by A ent Gregory)( Gray
STATE OF NORTH CAROLINA
COUNTY OF PENDER
I, Aajba Notary Public, do hereby certify that Gregory K. Gray, as Agent for Wanda
Padgett Gray;Sha Elaine Gray Porterfield,John Wright Porterfield,Martha Jane Gray Ellis,Terry Lynn Ellis,Gibb Scott
Gray,Nell Marie Gray Griffin, Joseph Allan Griffin, Katie Elizabeth Gray McKinney and Gregory John McKinney,
personally appeared before me this day and being duly sworn,says that he executed the foregoing and annexed
instrument for and in behalf of Wanda Padgett Gray;Sharon Elaine Gray Porterfield,John Wright Porterfield,Martha
Jane Gray Ellis,Terry Lynn Ellis,Gibb Scott Gray,Nell Marie Gray Griffin,Joseph Allan Griffin,Katie Elizabeth Gray
McKinney and Gregory John McKinney, 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 of
Onslow County,North Carolina in Book 5593,Page 246 and Book 51,011,Page 57 ,and that this instrument
was executed under and by virtue of the authority given by said instrument granting him power of attorney;that
said Gregory K.Gray acknowledged the due execution of the forgoing and annexed instrument for the purposes
therein expressed for and in behalf of the said Wanda Padgett Gray;Sharon Elaine Gray Porterfield,John Wright
Porterfield,Martha Jane Gray Ellis,Terry Lynn Ellis,Gibb Scott Gray,Nell Marie Gray Griffin,Joseph Allan Griffin,Katie
Elizabeth Gray McKinney and Gregory John McKinne
Witness my hand and notarial seal,this' ,day of January,2022.
AtmbiA4, e
No Public
My Commission Expires: .a/./ae425
may.
P:ICLIENTSIGRAY,GREG ET ALLQCD EVOLVE.GRAY.DOCx f .K Nola• CPub c,Meie Catpina
KimBER yp fender
SANDERS
Book:5671 Page:295 Page 5 of 8

EXHIBIT A
TRACT 1:
Being all of that certain tract or parcel of land on the northwest side of U.S. Highway 17 in Stump Sound
Township,Onslow County,North Carolina,said parcel being more particularly described as follows:
Beginning at an existing iron pipe on the northwestern margin of U.S.Highway 17,the southernmost corner
of Lot 6 as shown in Map Book 20,Page 6,Onslow County Registry,and running thence with the margin
of Highway 17(NCDOT Proj.R-2405C&D)the following two(2)calls:
S 42°21'35"W- 193.23'to an existing iron rod;
S 39°39'58"W-226.37'to a new iron rod;
Thence leaving the margin of Highway 17 and running with the line of Ottaway and others as shown in
Deed Book 3538, Page 585 and Deed Book 3300, Page 69 N 66°31'29" W - 2602.23'to an existing iron
pipe;
Thence with the line of Tract D as shown in Map Book 30,Page 158 the following three(3)calls:
N 71°14'05" E- 1503.06'to an existing iron pipe;
S 48°02'22"E-662.09'to a hole found in concrete;
N 50°01'16" E-334.32'to a chiseled X in concrete;
Thence with the line of Camp Davis Industrial Park Inc. as shown in Deed Book 2250, Page 293 N
53°30'00"E-371.12'to a hole found in concrete;
Thence with the line of The Townes at Holly Ridge - Phase 4 as shown in Map Book 75, Page 18 S
46°13'37"E- 193.68'to an existing iron pipe;
Thence with the line of Lot 6 as shown in Map Book 20, Page 6 S 02°47'10" E - 1063.24'to an existing
iron pipe,the Point and Place of Beginning.
Less and Except that parcel deeded to Grace Free Will Baptist Church as shown in Deed Book 1586,Page
778,Onslow County Registry.
Said parcel as described containing 48.59 acres,more or less.
TRACT 2:
Being all of that certain tract or parcel of land on the northwest side of U.S. Highway 17 in Stump Sound
Township,Onslow County,North Carolina,said parcel being more particularly described as follows:
Beginning at an existing iron pipe,said iron pipe being located the following four(4)calls from an existing
iron pipe on the northwestern margin of U.S. Highway 17,the southernmost corner of Lot 6 as shown in
Map Book 20,Page 6,Onslow County Registry:
S 42°21'35"W- 193.23'to an existing iron rod;
S 39°39'58"W-226.37'to a new iron pipe;
N 66°31'29"W- 160.56'to an existing iron pipe;
N 22°01'34"W-378.46'to an existing iron pipe,the Point of Beginning.
Bock:5571 Page:295 Page 5 of 8

Running thence from said Beginning with the line of Douglas M. Gray and others as shown in Deed Book
4754,Page 879 the following four(4)calls:
N 40°45'40"W- 128.06'to an existing iron pipe;
N 44°50'32" E-209.40'to an existing iron pipe;
S 40°43'13" E- 144.20'to an existing iron pipe;
S 49°15'38"W-208.68'to an existing iron pipe,the Point and Place of Beginning;
Together with a 40' Roadway easement as described in Deed Book 1586, Page 778, Onslow County
Registry.
Said parcel as described containing 0.65 acres,more or less.
TRACT 1 AND TRACT 2 ARE TOGETHER DESCRIBED AS FOLLOWS:
Being all of that certain tract or parcel of land on the northwest side of U.S.Highway 17 in Stump Sound
Township,Onslow County,North Carolina,said parcel being more particularly described as follows:
Beginning at an existing iron pipe on the northwestern margin of U.S.Highway 17,the southernmost corner
of Lot 6 as shown in Map Book 20,Page 6, Onslow County Registry,and running thence with the margin
of Highway 17(NCDOT Proj.R 2405C&D)the following two(2)calls:
S 42°21'35"W- 193.23'to an existing iron rod;
S 39°39'58"W-226.37'to a new iron rod;
Thence leaving the margin of Highway 17 and running with the line of Ottaway and others as shown in
Deed Book 3538, Page 585 and Deed Book 3300, Page 69 N 66°31'29" W -2602.23'to an existing iron
pipe;
Thence with the line of Tract D as shown in Map Book 30,Page 158 the following three(3)calls:
N 71°14'05" E- 1503.06'to an existing iron pipe;
S 48°02'22" E-662.09'to a hole found in concrete;
N 50°01'16" E-334.32'to a chiseled X in concrete;
Thence with the line of Camp Davis Industrial Park Inc. as shown in Deed Book 2250, Page 293 N
53°30'00"E-371.12'to a hole found in concrete;
Thence with the line of The Townes at Holly Ridge - Phase 4 as shown in Map Book 75, Page 18 S
46°13'37"E- 193.68'to an existing iron pipe;
Thence with the line of Lot 6 as shown in Map Book 20, Page 6 S 02°47'10" E- 1063.24'to an existing
iron pipe,the Point and Place of Beginning.
Including that parcel deeded to Grace Free Will Baptist Church as shown in Deed Book 1586, Page 778,
Onslow County Registry.
Said parcel as described containing 49.245 acres,more or less.
Book:5671 Page:295 Page 7 of 8

DEPARTMENT OF TAX ADMINISTRATION
Tax Certification Form
(Check One Box)
EiThis certifies that there are no delinquent ad valorem taxes, or other
taxes which the Onslow County Tax Collector is charged with
collecting, that are a lien on:
Parcel Identification Number:
009158 & 060395 GRANTEE: EVOLVE HOLLY RIDGE LLC
This is not a certification that this Onslow County Parcel
Identification Number matches the deed description.
No certification required, as attorney statement that any delinquent
taxes will be paid from closing proceeds is included on first page of
deed, and the assessor has obtained the desired information from the
conveyance (G.S. 105-303).
ElBalance due on account.It must be paid to Onslow County Tax Collector.
Please make payment within 5 days of closing.
KARYN JONES Date:Digi 022.01251 0840-05 KARYN 00 01/25/2022
Tax Collections Staff Signature Date
ElThis parcel may have deferred taxes which become due upon transfer of the
property. Call the Tax Office, Land Records Division at 910=989=2204 for
more information.
234 NW Corridor Blvd■Jacksonville,North Carolina•28540•Phone:[phone]•Fax:[phone].OnslowCountyNC.gov/tax
Book:5671 Page:295 Page 8 of 8

• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List • View Filings • Print a Pre-Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Evolve Holly Ridge, LLC
Information
Sosid: 2339312
Status: Current-Active 0
Date Formed: 1/19/2022
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Pritchard, Stephen C.
Addresses
Mailing Principal Office Reg Office
2918-A Martinsville Road 2918-A Martinsville Road 804 Green Valley Road, Suite 200
Greensboro, NC 27408 Greensboro, NC 27408 Greensboro, NC 27408
Reg Mailing
804 Green Valley Road, Suite 200
Greensboro, NC 27408
Company Officials
Al! LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.