SW8121019_CURRENT PERMIT_20210727

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 2101 9
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
207,1 0-12-1
YYYYMMDD

ROY COOPER
Governor
DIONNE DELL[-GATTI
seaemry
BRIAN WRENN NORTH CAROLINA
Director Emvonmenial Quaftry
July 27, 2021
Beaufort Spring Housing Associates, LLC
Attn: Timothy G. Morgan, Managing Member
7706 Sox Forks Road
Raleigh, NC 27615
Subject Permit Renewal
State Stormwater Management Permit No. SW8 121019
Beaufort Spring
Carteret County
Dear Mr. Morgan:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
the subject project on July 23, 2021. The Division is hereby notifying you that permit SW8 121019 has been renewed
on July 27, 2021 and shall be effective until January 10, 2029. For your records, please find enclosed a renewed,
updated, and re -issued permit and a copy of the renewal application. Please keep this permit on file at all times. Please
note that the renewed, updated, and re -issued permit does not impose new or different terms; it merely restates some of
the previous terms to provide you with a better understanding of your obligations under the permit
The renewal and reissuance of this Stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state Stormwater permit. The plans originally approved on January 10, 2013 and most
recently transferred on September 6, 2019, will remain in full force and effect in accordance with the regulations set
forth in Title 15A NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
to transfer the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing 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, need additional copies of the permit or approved plans, please contact Ashley Smith in the
Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
z t
.,J�- Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DES/arcs: \\\Stormwater\Permits & Projects\2012\121019 HD\2021 07 permit 121019
cc: NCDEQ-DEMLR Wilmington Regional Office
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Wihnmgton Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
,®mvcwa�xs
910.7%.7215

State Stormwater Management Systems
Permit No. SW8 121019
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Beaufort Spring Housing Associates, LLC
Beaufort Spring
US Hwy 70, Beaufort, Carteret County
FOR THE
construction, operation and maintenance of one (1) constructed wetland, within ''/z mile of and
discharging to SA waters, in compliance with Session Law 2008-211 and the provisions of 15A NCAC
2H .1000 (hereafter, the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of
Energy, Mineral and Land Resources (the "Division" or "DEMLR") and considered an enforceable part
of this permit.
This permit shall be effective from the date of issuance until January 10, 2029 and shall be subject to
the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. The subdivision is permitted for 2 lots, each limited to a maximum amount of built -upon area as
indicated in Section 11.3 (f) of this permit.
3. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.10 of this permit. The runoff from all built -upon area within the permitted
drainage area of this project must be directed into the permitted stormwater control system. The
stormwater wetland has been designed to treat the runoff from 141,738 square feet of built -upon
area.
4. The maximum built -upon area allowed for the entire subdivision is 141,846 square feet. Of this
amount, 141,738 square feet will drain to the stormwater wetland and 108 square feet of
sidewalk will drain to the infiltration area/stilling basin to obtain settling prior to being discharged.
Direct discharges to SA waters are not allowed. Swale discharges from the design storm must
either be infiltrated or diffused at a non -erosive velocity into the vegetated buffer or other natural
area. The vegetated buffer or natural area must be capable of providing effective infiltration of
the runoff from the design storm. The infiltration area/stilling basin will provide effective
infiltration for the runoff from the 108 square feet that cannot drain to the stormwater wetland.
Page 1 of 6

State Stormwater Management Systems
Permit No. SW8 121019
5. The drainage area will be limited to the amount of built -upon area indicated in Section 11.3 of this
permit, and per approved plans. The built -upon area for the future development draining to the
stormwater wetland is limited to 54,339 square feet.
6. A 50' wide vegetative buffer must be provided adjacent all surface waters, measured horizontally
from and perpendicular to the normal pool of impounded structures, the top of bank of both sides
of streams and rivers and the mean high water line of tidal waters.
The volume in excess of the design storm must flow overland through a level spreader and 50
foot vegetative filter strip, designed per NCAC 2H.1008 (f) to pass the peak flow from the 10
year storm in a non -erosive manner.
8. The stormwater wetland design storm must discharge to a level spreader and filter strip capable
of providing effective infiltration per SL2008-211, Section 2(b), (1)(c)(2).
9. Prior to the discharge of stormwater runoff from any lot into the approved stormwater system,
the permittee shall ensure that the owner of the lot has obtained a separate Offsite Stormwater
Management Permit.
10. The following design criteria have been approved for the constructed wetlands stormwater
facility, and must be provided in the system at all times:
a.
Drainage Area #1, acres:
5.93
Onsite, ft2:
258,311
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
141,738
Lot 2 Buildings, ft2:
29,185
Lot 2 Parking ft2:
26,594
Lot 2 Sidewalk, ft2:
10,521
Lot 2 Entrance Road, ft2:
21,099
Lot 1 (Future), ft2:
54,339
c.
Plant Depth, inches:
12
d.
TSS removal eff., W
85%
e.
Design Storm, inches:
3.66
f.
Permanent Pool Elevation, FMSL:
9-5
g.
Permitted Wetland Surface Area, ft2:
39,000
h.
Shallow Land Area, ft2:
15,600
i.
Shallow Water Area, ft2:
15,600
j.
Deep Pool Area, ft2:
7,800
k.
Permitted Temporary Storage Volume, ft3:
39,000
I.
Temporary Storage Elevation, FMSL:
10.5
m.
Controlling Orifice 0":
3.00
n.
Trees
0
o.
Shrubs
0
p.
Herbaceous Plants
7,800
q.
Receiving Stream / River Basin
Turner Creek / WOK04
r.
Stream Index # / Classification
21-35-1-11-1 / SA HQW
Page 2 of 6

State Stormwater Management Systems
Permit No SW8 121019
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be entirely constructed, vegetated and operational
for its permitted use prior to the construction of any built -upon surface.
2. The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached
to this permit and on file with the Division.
3. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 121019. as issued by the Division
under NCAC 02H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina.
e. Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division.
f. The maximum built -upon area per lot is 54,339 square feet for Lot 1 and 87,507 square
feet for Lot 2. This allotted amount includes any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area is defined in NCGS 143-214.7.
g. All runoff from the built -upon areas on the lot must drain into the permitted system. This
may be achieved by piping or grading.
h. Built -upon area in excess of the permitted amount will require a permit modification.
j. All affected lots shall maintain a 50' wide vegetative buffer adjacent to all surface
waters, measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of bank of both sides of streams and rivers and the mean high water
line of tidal waters.
k. 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.
I. Each lot within the subdivision whose ownership is not retained by the permittee, must
submit a separate Offsite Stormwater Management Permit application package to the
Division and receive a permit prior to any construction on the lot.
4. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of
the date of recording the plat, and prior to selling lots. The recorded copy must contain all of
the statements above, the signature of the Permittee, the deed book number and page, and
the stamp/signature of the Register of Deeds.
5. The permittee shall review all individual proposed and modified lot plans for compliance with
the conditions of this permit. The permittee shall not approve any lot plans where the
maximum allowed built -upon area has been exceeded, or where revisions to the grading or to
the storm drainage system are proposed, unless and until a permit modification has been
approved by the Division.
6. The permittee is responsible for the routine monitoring of the project to assure continued
compliance with the built -upon area limits, grading and storm drainage system established by
this permit, the permit documents, the approved plans and the recorded deed restrictions. The
permittee shall notify any non -compliant lot owner in writing and shall require timely
remediation of the non-compliance.
Page 3 of 6

State Stormwater Management Systems
Permit No. SW8 121019
7. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and certification in
writing to the Director that the changes have been made.
8. All stormwater runoff collection and control measures must be contained within either a public
right-of-way, dedicated common area or recorded easement. The final plats for the project will
be recorded showing all such required rights -of -way, common areas and easements, in
accordance with the approved plans.
9. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately. If the stormwater system was used as an Erosion Control
device, it must be restored to design condition prior to operation as a stormwater treatment
device, and prior to occupancy of the facility.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications must be noted on
the Certification. A modification may be required for those deviations.
11. The permittee shall provide the operation and maintenance necessary to assure that all
components of the permitted stormwater system function at design condition. The approved
Operation and Maintenance Agreement is incorporated by reference into this permit and must
be followed in its entirety and maintenance must occur at the scheduled intervals.
12. Records of maintenance activities must be kept by the permittee. The records will indicate the
date, activity, name of person performing the work and what actions were taken.
13. 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. Any items not in compliance must be
repaired, replaced restored, or resolved prior to the transfer. Records of maintenance activities
performed to date may be requested.
Page 4 of 6

State Stormwater Management Systems
Permit No. SW8 121019
14. No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below. For changes to
the project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including
the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. Adding the option to use permeable pavement or #57 stone within the lots as a
permeable surface. The request may require a proposed amendment to the deed
restrictions and protective covenants for the subdivision to be submitted and recorded.
g. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications.
h. Other modifications as determined by the Director.
III. GENERAL CONDITIONS
1. 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.
2. The issuance of this permit does not preclude the permittee from complying with and obtaining
any other permits or approvals that are required for this development to take place, as
required by any statutes, rules, regulations, or ordinances, which may be 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.
3. If the facilities fail to perform satisfactorily, the permittee shall take immediate corrective
actions. This includes actions required by this Division and the stormwater rules such as the
construction of additional or replacement on -site stormwater systems. These additional or
replacement measures shall receive a permit from the Division prior to construction.
4. Permit Transfer: This permit is not transferable to any person or entity except after notice to
and approval by the Director. The permittee shall submit a completed and signed "Permit
Transfer Application Form" (available on the Division website) accompanied by the required
fee and supporting documentation as listed on the form, to the Division at least 60 days prior
to any one or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except in the case of an
individual lot sale that is made subject to the recorded deed restrictions and protective
covenants,
b. The assignment or conveyance of declarant rights to another individual or entity,
C. 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);
d. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or
NCGS 57D-6-07 and 08,
e. Bankruptcy;
f. Foreclosure, subject to the requirements of Session Law 2013-121;
Page 5 of 6

State Stormwater Management Systems
Permit No. SW8 121019
5. Current Permittee Name or Address Changes: The permittee shall submit a completed
"Permit Information Update Application Form" (available on the Division website) to the
Division within 30 days to making any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project;
C. A mailing address change of the permittee;
6. The permittee is responsible for compliance with all terms and conditions of this permit until
the Division approves the transfer request. Neither the sale of the project, in whole or in part,
nor the conveyance of common area to a third party constitutes an approved transfer of the
permit.
7. The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted project.
8. 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 permit conditions.
9. Approved plans, application documents, supplements, calculations, operation and
maintenance agreement, and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of this permit, application, supplements, operation
and maintenance agreement, and approved plans and specifications shall be maintained on
file by the permittee.
10. Unless specified elsewhere, permanent seeding requirements for the on -site stormwater
system must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
11. 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.
12. A permit renewal request must be submitted at least 180 days prior to the expiration date of
this permit. The renewal request must include the appropriate application, documentation and
the processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit renewed, updated and reissued this the 27th day of July 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
tX Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 6

Attachment C - Permitting History
Beaufort Spring
Permit No. SW8 121019
Approval
Date
permit Action
BIMS
'VersionDescription
of the Changes
1/10/2013
Original
Approval
1.0
6/22/2017
Modification
1.1
the reallocation of the 141,846 sf or
permitted BUA between Lot 1 and
Lot 2
9/6/2017
Transfer
1.2
from Evergreen Construction
Company, Inc. to Beaufort Spring
Housing Associates, LLC
7/27/2021
Renewal
2.0

Permit Number:.SGc%������%
(to be provided by DWQ)
Drainage Area Number:
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. ,Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately following construction of the stormwater wetland, bi-weekly inspections will be
conducted and wetland plants will be watered bi-weekly until vegetation becomes established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial fertilization that is
required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the sediment load to the
wetland.
— .Once a year, a dam safety expert should inspect the embankment.
After the stormwater wetland is established, I will inspect it monthly and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
,!BMP„element
Potenfialti ioblern: , ,
How iwillir6iii ite tlie< roblem - ` i` " .
Entire BMP
Trash/debris is present.
Remove the trash/debris.
Perimeter of wetland
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and
water until it is established. Provide lime
and a one-time fertilizer application.
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height.
Inlet device: pipe or
The pipe is clogged (if applicable).
Unclog the pipe. Dispose of the sediment
Swale
offsite.
The pipe is cracked or otherwise
Replace the pipe.
if applicable).
-damaged
Erosion is occurring in the swale (if
Regrade the swale if necessary to smooth
applicable).
it over and provide erosion control
devices such as reinforced turf matting or
riprap to avoid future problems with
erosion.
Form SW401-Wetland O&M-Rev.4
EQCE UG E
OCT 2 2 2012
Page 1 3
BY:

Permit Number:
(to be provided by DWQ)
°?HoLwill reine$iate the;"ioblem ...
Forebay
Sediment has accumulated in the
forebay to a depth that inhibits the
Search for the source of the sediment and
remedy the problem if possible. Remove
forebay from functioning well.
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
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
a pesticide is used, wipe it on the plants
rather than spraying.
Deep pool, shallow water
and shallow land areas
Algal growth covers over 50% of the
deep pool and shallow water areas.
Consult a professional to remove and
control the algal growth.
Cattails, phragmites or other invasive
Remove invasives by physical removal or
plants cover 50% of the deep pool and
by wiping them with pesticide (do not
shallow water areas.
spray) - consult a 2rofessional.
Shallow land remains flooded more
Unclog the outlet device immediately.
than 5 days after a storm event.
Plants are dead, diseased or dying.
Determine the source of the problem:
soils, hydrology, disease, etc. Remedy the
problem and replace plants. Provide a
one-time fertilizer application to establish
the ground cover if necessary.
Best professional practices show that
Prune according to best professional
pruning is needed to maintain optimal
practices.
health.
-plant
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible. Remove
original design depth of the deep
the sediment and dispose of it in a location
pools.
where it will not cause impacts to streams
or the BMP.
Embankment
A tree has started to grow on the
Consult a dam safety specialist to remove
embankment.
the tree.
An annual inspection by appropriate
Make all needed repairs.
professional shows that the
embankment needs repair.
Evidence of muskrat or beaver activity
Consult a professional to remove muskrats
is present.
or beavers.
Micropool
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible. Remove
original design depth.
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
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.
Receiving water
Erosion or other signs of damage have
Contact the NC Divisio L.
ter Quality
occurred at the outlet.
401 Over ' 9 99 1
86.
Form SW401-Wetland O&M-Rev.4
NU,aCj 2 2 2012
Page-2-of-3

tt Permit Number:
(to be provided by DiVQ)
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name: Beaufort Spring
BMP drainage area number:
Print name: Lyle D. Gardner
Title: Owner and President
Address: 7706 Six Forks Road, Suite 202, Raleigh, NC 27615
Signature:
F%401lY
Note: The legally responsible parry should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
I, LB a a Notary Public for the State of
County of W4-Kt do hereby certify that
I- /e D i-� hI ✓ personally appeared before me this --�- O day of
alJl ;- , and acknowledge the due execution of the forgoing stormwater wetland
-1-K CP�
maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires
a� pit 2 2 20�2
Form SW401-Wetland O&M-Rev.4 Page 3 of 3

Permit Number:'-S�B�Z����
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow sputter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The flow sputter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
r=CF—IVEh
OCT 2 2 2012
8Y:
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
Lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
1 401 Oversight Unit at 919-733-1786
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3
ECE
MT 2 2 2012
Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that 1 am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:
BMP drainage area number:
Print
Title: Owner and President
Address: 7706 Six Forks Road, Suite 202, Raleigh, NC 27615
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, I 1 � , a Notary Public for the State of
A)C , County of W4-K&F , do hereby certify that
I— Ay D- 644110 Y personally appeared before me this �v
day of a a�� , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal
�'P�...;..,0�
!f ,�O tq
,p
.9c ,GBLIG / t
SEAL
'4�O TA,Q�
My commission expires/G -•••'
oct i
2 ve
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

s

Permit Number:
(to be provided by
Drainage Area Number:
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately following construction of the stormwater wetland, bi-weekly inspections will be
conducted and wetland plants will be watered bi-weekly until vegetation becomes established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial fertilization that is
required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the sediment load to the
wetland.
— Once a year, a dam safety expert should inspect the embankment.
After the stormwater wetland is established, I will inspect it monthly and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
BMMelement:
OP,otentialf"roblemI
OHow%ICwill remediate'Tthe� i rolilem
Entire BMP
Trash/debris is present.
Remove the trash/debris.
Perimeter of wetland
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and
water until it is established. Provide lime
and a one-time fertilizer application.
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height.
Inlet device: pipe or
The pipe is clogged (if applicable).
Unclog the pipe. Dispose of the sediment
swale
offsite.
The pipe is cracked or otherwise
Replace the pipe.
damaged if applicable).
Erosion is occurring in the swale (if
Regrade the swale if necessary to smooth
applicable).
it over and provide erosion control
devices such as reinforced turf matting or
riprap to avoid future problems with
erosion.
ECEIVE
JUL 0 7 2017
Form SW40I-Welland O&M-Rev.4

?!� �rt:`:4•
}' �. _ 'S ,i._.._ ...i•
i' - •
:,, �

Permit Number:
(to be provided by
Forebay
Deep pool, shallow water
and shallow land areas
Embankment
Micropool
device
Receiving water
Sediment has accumulated in the
forebay to a depth that inhibits the
forebay from functioning well.
Erosion has occurred.
Weeds are present.
Algal growth covers over 50% of the
deep pool and shallow water areas.
Cattails, phragmites or other invasive
plants cover 50% of the deep pool and
shallow water areas.
Shallow land remains flooded more
than 5 days after a storm event.
Plants are dead, diseased or dying.
Best professional practices show that
pruning is needed to maintain optimal
plant health.
Sediment has accumulated and
reduced the depth to 75% of the
original design depth of the deep
pools.
A tree has started to grow on the
embankment.
An annual inspection by appropriate
professional shows that the
embankment needs repair.
Evidence of muskrat or beaver activity
is present.
Sediment has accumulated and
reduced the depth to 75% of the
original design depth.
Clogging has occurred.
The outlet device is damaged
Erosion or other signs of damage have
occurred at the outlet.
Form SW401-Wetland O&M-Rev.4
Search for the source of the sediment and
remedy the problem if possible. Remove
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Provide additional erosion protection such
as reinforced turf matting or riprap if
needed to prevent future erosion
Remove the weeds, preferably by hand. If
a pesticide is used, wipe it on the plants
rather than spraying.
Consult a professional to remove and
control the algal growth.
Remove invasives by physical removal or
by wiping them with pesticide (do not
spray) - consult a professional.
Unclog the outlet device immediately.
Determine the source of the problem:
soils, hydrology, disease, etc. Remedy the
problem and replace plants. Provide a
one-time fertilizer application to establish
the ground cover if necessary.
Prune according to best professional
practices.
Search for the source of the sediment and
remedy the problem if possible. Remove
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Consult a dam safety specialist to remove
Make all needed repairs.
Consult a professional to remove muskrats
or beavers.
Searcn for me source of the sediment and
remedy the problem if possible. Remove
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Clean out the outlet device. Dispose of the
sediment off -site.
Repair or replace the outlet device.
Contact the NC Division of Water Quality
401 Oversight Unit at 919-733-1786.
ECEIVE
JUL 0 / Mae 3
BY:

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name:Beaufort Spring
BMP drainage area number:
Print name:
Date: GV1 �'\\'l
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
` Chl� , a Notary Public for the State of
^ , County of L.i c �r--Q , do hereby certify that
n
�I IP �AA,I/l/yw personally appeared before me this 23t� day of
and acknowledge the due execution of the forgoing stormwater wetland
maintenance requirements. Witness my hand and official seal,
CWPP® S. /r6 N
Z
NOTARY
PUBLIC
My commission expires
rzcr=—ivr
JUL 0 7 2097
BY:
Form SW401-Wetland O&M-Rev.4 Page 3 of 3

9 � •,
n ���. it \ �! li ll
r�4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and time will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
:CEIVE
JUL 0 7 1017
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page

BMP element:
Potentialproblem:
How I will remediate theproblem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit at 919-733-1786.
ECEI V G
JUL 0 7 2097
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M -RAY 3

" e �: y*-!
��
i,
�:

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:
BMP drainage area number:
Address:7706 Six Forks Road, Suite 202, Raleieh, NC 27615
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
YA'� OW k ' \ , a Notary Public for the State of
�( County of �li� , do hereby certify that
� �wwvr �y personally appeared before me this
day of Aw , 13�0 , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
s.
OOTARy
PUBLIC
SEAL
ECEIVE
My commission expires �1` �`l JUL Q % 2W
BY:
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

i . .

li._- _ _ — -. __ __ __ _. _ _--UtMLH nSEUNC Y--__ - — — --__- . __ __ __ ii
` Date Rec ived
Fee Paid
Permit Number
` 605
Silg i5ala
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3)the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 121019
2. Project name: Beaufort Spring
3. Project street address: 1793 Live Oak Street
City: Beaufort County: Carteret ZIP
28516
4. What, if any, changes have been made to the project as permitted?
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https://deg.nc.gov/abouUdivisions/energy
min era I-land-resou rces/energy-m i neral-la nd-ru les/stormwater-prog ram/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at. https:/Ideg.nc.gov/abouUdivisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: Beaufort Spring Housing Associates. LLC
2. Signing Official's Name: Timothy G. Morgan
3. Signing Official's Title: member -manager
4. Mailing Address: 7706 Six Forks Road
City: Raleigh State: NC ZIP: 27615
5. Street Address: Same
City: State: ZIP
6. Phone: [phone] Email: timpeccmgt.com
JUL 13 1011
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
TGM 1. A permit application processing fee of $505.00 payable to NCDEQ.
TGM 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president,
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act,"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee,
d. Partnership or limited partnership — the general partner,
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
TGM 3. One hard copy and one electronic copy of recorded documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
TGM 4. O&M Agreements, Please select one:
® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit, or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
TGM 5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
5. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
TGM 7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC): Provide
one hard copy and one electronic copy of documentation from the NC Secretary of State, or other
official documentation, which supports the titles and positions held by the persons listed in Section
C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
JUL 2 3 2021;
BY:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
the person legally responsible for the permit, certify that I have
a copy of the Permit and 6&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and complete.
Signature: ri"'" Date: 1�1�1�2»-I
NOTARIZATION:
that
this the 14
, a Notary Public for the State of
County of A)aXA_ , do hereby certify
personally appeared before me
day of 20 2l , and acknowledge the due
orgoing instrument. Witness my hand and official seal,
xpires as
• _�
JUL 2 3 2021
By.•_�
Stormwater Permit Renewal Application Form - Page 3 of 3 May 11, 2018

`1
�pF W A rF9O
RI G
NCDEMR u �
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all the required information.
I. PROJECT INFORMATION
Project name Beaufort Spring
Contact name Matthew D. Williams, PE
Phone number
Date
Drainage area number
II. DESIGN INFORMATION
Site Characteristics
[phone]
January 2, 2013
Drainage area
258,311.00 It
Impervious area
141,738.00 ftZ
Percent impervious
54.9% %
Design rainfall depth
1.50 inch
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.66 in
1-yr, 24-hr intensity
3.73 in/hr
Pre -development 1-yr, 24-hr runoff
4.15 ft3/sec
Post -development 1-yr, 24-hr runoff
14.84 ft3/sec
Pre/Post 1-yr, 24-hr peak control
10.69 ft3/sec
Storage Volume: III Waters
Minimum required volume
ft3
Volume provided (temporary pool volume) ft3
Storage Volume: SA Waters Parameters
1.5' runoff volume
17560.00 ft3
Pre -development 1-yr, 24-hr runoff volume
5,472.00 ft3
Post -development 1-yr, 24-hr runoff volume
44,403.00 ft3
Minimum volume required
38931.00 ft3
Volume provided
39,000.00 ft3
OK
Outlet Design
Depth of temporary pool/ponding depth (0,,,.)
12.00 in
OK
Drawdown time
3.30 days
OK
Diameter of orifice
3.00 in
OK
Coefficient of discharge (Co) used in orifice diameter
calculation
0.60 (unitless)
pC a ®ER
Ec i1= �b
Driving head (Ho) used in the orifice diameter calculation 0.33 ft OK JAN 0 3 2013
BY:
Form SW401-Wetland-Rev.6-11/16/09 — - - Parts I and II. Project Design Summary, Page 1 of 3

Surface Areas of Wetland Zones
Surface Area of Entire Wetland
39,000.00 ft'
OK
Shallow Land
15,600.00 ft'
OK
The shallow land percentage is:
40% %
Shallow Water
15,600.00 ft'
OK
The shallow water percentage is:
40% %
Deep Pool
Forebay portion of deep pool (pretreatment)
3,900.00 ft2
OK
The forebay surface area percentage is:
10% %
Non-forebay portion of deep pool
3,900.00 ft'
OK
The non-forebay deep pool surface area percentage is:
10% %
Total of wetland zone areas
39,000.00 ftz
OK
Add or subtract the following area from the zones
0.00 it,
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
10.50 ft amsl
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
9.50 ft amsl
Shallow Water bottom
9.00 ft amsl
Most shallow point of deep pool's bottom
8.00 ft amsl
Deepest point of deep pool's bottom
8.00 ft amsl
Design must meet one of the following two options:
This design meets Option #1,
Y (Y or N)
Top of PPE is within 6" of SHWT, If yes:
SHWT (Seasonally High Water Table)
9.00 ft amsl
OK
This design meets Option #2,
(Y or N)
Wetland has liner with permeability < 0.01 in/hr, If yes:
Depth of topsoil above impermeable liner
in
Topographic Zone Depths
Temporary Pool
Shallow Land
12.00 in
OK
Permanent Pool
Shallow Water
6.00 in
OK
Deep Pool (shallowest)
18.00 in
OK
Deep Pool (deepest)
18.00 in
OK
Planting Plan
Are cattails included in the planting plan?
N (Y or N)
OK
Number of Plants recommended in Shallow Water Area:
Herbaceous (4'cubic-inch container)
3,900
Number of Plants recommended in Shallow Land Area:
Herbaceous (4'cubic-inch container), OR
3,900
Shrubs (1 gallon or larger), OR
624
Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch)
78 and
3,120
Number of Plants provided in Shallow Water Area:
Herbaceous (4'cubic-inch container)
3,900
OK
Number of Plants provided in Shallow Land Area:
Herbaceous (4'cubic-inch container)
3,900
OK
Shrubs (1 gallon or larger)
0
More required if not planting herb. and/or trees.
Trees (3 gallon or larger) and
0
More required if not planting herb. and/or shrubs.
Grass -like Herbaceous (4+cubic-inch)
0
More recommended if planting trees.p
ECEI �0' E
JAI 0 3 2013
Form SW401-Wetland-Rev.6-11/16/09
{y
Parts I and 13'r6jectDesign ummary, Page 2 of 3

Additional Information
Can the design volume be contained?
Y
(Y or N)
OK
Does project drain to SA waters? If yes,
Y
(Y or N)
OK
What is the length of the vegetated filter?
50.00 ft
Are calculations for supporting the design volume provided in the
Y
(Y or N)
OK
application?
Is BMP sized to handle all runoff from ultimate build -out?
Y
(Y or N)
OK
Is the BMP located in a recorded drainage easement with a
Y
(Y or N)
OK
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
2.32 :1
OK
Approximate wetland length
332.00 It
Approximate wetland width
143.00It
Approximate surface area using length and width provided
47,476.00
fts
This approx. surface area is within this number of square feet
of the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction?
Y
(Y or N)
OK
RECEIVE
1A1 111113
Form SW401-Wetland-Rev.6-11116/09 Parts 1 and H. Project Design Summary, Page 3 of 3

Permit No.
(to be provided by DWO)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Initials
Page/ Plan
Sheet No.
�A�'^/
r1
[tt ✓r
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Wetland dimensions (and length to width ratio),
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
1 jOY
t
J tL .7
2. Plan details (1" = 50' or larger) for the wetland showing:
- Wetland dimensions (and length to width ratio)
- Pretreatment system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off -site drainage (if applicable),
Overflow device, and
Boundaries of drainage easement.
z 7aW ��Iti"7 3. Section view of the wetland (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower
- Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SLWT depth
Option 2, clay liner: Depth of topsoil on top of liner, liner specifications
014 et 4. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing:
- A variety of several suitable species (not including cattails),
- Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
- A planting detail,
- The source nursery for the plants, and
N�a�n/�/� ,�/� - Fertilizer and watering requirements to establish vegetation.
1VPk Sett Y 5. A construction sequence that shows how the wetland will be protected from sediment until the entire
drainage area is stabilized.
t0-W 6. The supporting calculations (including drawdown calculations). ECEIVE
P
NQV_ 7. A copy of the signed and notarized operation and maintenance (0&M) ay 0 3 2013
41 8. A copy of the deed restrictions (if required).
BY:
A(y— 9. A soils report that is based upon an actual field investigation and soil borings. County soil maps are not
an acceptable source of soils information.
S W 401-Wetland-Rev.6-11 /16/09
Part III, page 1 of 1

'( W
> D111Q
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION
APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out printed, initialed, and submitted.
I. PROJECT INFORMATION
Project name
Beaufort Spnng
..
Contact name
Matthew D. Williams, PE
Phone number
[phone]
Dale
January 2, 2013
Drainage area number
1
II. DESIGN INFORMATION
The purpose of the LS-VFS
SW Rule: 10-year drawdown from Wet Pond
Stormwater enters LS-VFS from
A BMP
Type of VFS
Engineered filter strip (graded & sodded, slope < B%)
Explanation of any 'Other' responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
Do not complete this section of the form.
Impervious surface area
Do not complete this section of the form.
Percent impervious
% Do not complete this section of the form.
Rational C coefficient
Do not complete this section of the form.
Peak flow from the 1 inthr stone
cts Do not complete this section of the form.
Time of concentration
min Do not complete this section of the form.
Rainfall intensity, 10-yr storm
inlhr Do not complete this section of the form.
Peak flow from the 10-yr storm
cfs Do not complete this section of the form.
Desgn storm
Pick one:
Maximum amount of flow directed to the LS-VFS
cis Do not complete this section of the form.
Is a flow bypass system going to be used?
(Y or N) Do not complete this section of the form.
Explanation of any 'Other' responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Other. Explained below
Peak discharge from the BMP during the design stone
0.19 cfs
Peak discharge from the BMP during the 10-year stone
4.29 cfs
Maximum capacity of a 100-foot long LS-VFS
10 cfs
Peak flow directed to the LS-VFS
4.29 cfs
Is a flow bypass system going to be used?
N (Y or N)
Explanation of any "Other' responses above
Constructed Stormwater Welland
HIECEIVEfl
JAN 0 3 202
BY:
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 1 of 3

LS-VFS Design
Forebay surface area
(Depth of forebay at slonnwater entry point
Depth of forebay at slormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
6
W
y (flow depth for 10-year storm)
freeboard (during the 10-year stone)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any 'Other' responses above
sq ft
in
in
10
fticfs
43
ft
43
ft
50
ft
9.48
fmsl
9.25
fmsl
0.46
%
N
(Y or N)
N
(Y or N)
(Y or N)
(Y or N)
ft
ft
If
it
ft
fvsec
Pick one:
R'
L B 1
(Y or N)
fY or NI
OK
ECIEIVEfA
JAN 0 3 2013
BY: -------
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 2 of 3

III: REQUIRED ITEMS CHECKLIST
'EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the
following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been
met, attach justification.
Requried Item:
1. Plans (1' - 50' or larger) of the entire site showing: .
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High Flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
- Boundaries of drainage easement.
2. Plan details (1' = Nor larger) for the level spreader showing:
- Forebay (if applicable),
- High flow bypass system,
- One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate buildaut.
3. Section view of the level spreader IV = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non -engineered VFS is being used, then provide a photog mph of the VFS showing
that no draws are present.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Page or plan sheet number and any notes:
5 heef 5
Oeef 5
Sheaf 5
6heei y
ECEOVE
JAN 0 3 2013
BY:
Form SW401 - LS-VFS - 29June2012 - Rev.10 page 3 of 3

Beaufort Spring
Stormwater Permit No. SW8 121019
Carteret County
Designer's Certification
State Stormwater Management Systems
Permit No. SW8 121019
ECEIVE Page 1 of
JUN 0 6 2017
BY:
I, I(igc- Pak k/ VO4M , as a duly registered Pro -eSSioral Engil)eff- in the State
of N h Carolina,having been authorized to observe (periodically/weekly/f 1 time) the
construction of the project,
0-1
S
for E V 2fC1 f E2�1 CnnS+fVC+iofk & (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications-
- Ilelhs 41 lkov°j� 1
*14 lye 1becvt aer` ,*Rd previovs1? bock in zo)y q>7�
i+eVM #.15 hoS �eert a4et'reP i0 Spring ols"(11is is -ghat gPkt'4e--F'o,c4
cjzr}rPico}ior+ co4� r"or\7q -1�1A+ v6e re Ar— 1)6m6er tfp (Avid P(Art}�nq�
Qppeor� +o 'navt beeA rov�ded b.,ea on �F e resvlfs W rons4rvC4
v a+L&P IIf\5fe41Oly� 410' +volt P(o,C2. on M`Y �lil+� �-017,
_ V,eVi2v" o ms-lovi'14 AfAw'r`gS r2V4Fa) � A+ o%Jd,y,,o t e-Kusi1 i3vA wo$
bYI+N+ -)-ol4 an /I2oli�C (bnS,'Si217 0� concrP{t
be C�ec.,bilr4 pad, and A Sign. A-s o\ reSv[7) yll°v/ah(e gvA loe+v"een LoF
otnd Lo+ I- wA be. f-tAll©ea-W aS porgy e'f wtos4er &krw+w04er
rrml+ flay\ revs S i 0n.
5
zns+Qlla}ion of svW1Y, ioY) +13eav=�o4 '5 rtnq'' st h As reSv W
s�dt�/A(u rvino '1n La¢ l Iselrq WOCKJ 1Rt'ovA reo,CWV) cvrl4rve4e)
we+toNhJ.TheretorR) pro�QQcej Swo'le Is. 561 ki on v--orb
s+o ro,9 e P IorS +4 )A+ will 9,'ver+ A�At Irv. aff �'ro7 1^^ 4� e ex,,5+1,,
5; dew&lvc f"WO'rJ5 oin 2iC1s F1� �17C C� 1N11/
4V_.e AAA \15 fvnoq -�v -4ke 0r1ArvCW w-Wo4 as In��lc>Q
on i oc, i y i nal ✓3eo'vf,o , S r, t^q p1Ans. ��A vrf S o rrn� e, L-1-C
,,, i ll L 1 5 1011 S' c A)Ie ° na w �ow h P` f l telh eve (o f rV1& f
o� \ ,R 1) „_ �A • SEAL
Signature d-�p�� t"�iWf �" �`
Registration Number 0432 Lf I�.,���a,
Date G — 17 :OQ'to�to�q
` .
043 49 _
6Al R,,:
• FOR P�� `'
P •.1 RP i of R

••••. nr.rrri.
;40..
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5 4,
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crvuot
.r:r rr 1.1

State Stormwater Management Systems
Permit No. SW8 121019
Certification Requirements:
Page 2 of 2
1.
The drainage area to the system contains approximately the permitted acreage.
2.
The drainage area to the system contains no more than the permitted amount of
built -upon area.
3.
All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4.
All roof drains are located such that the runoff is directed into the system.
5.
The wetland zone elevations are per the approved plan.
6.
The wetland is located per the approved plans.
7.
A trash rack is provided on the outlet structure.
8.
All slopes are grassed with permanent vegetation.
9.
Vegetated slopes are no steeper than 3:1.
10.
The inlets are located per the approved plans and do not cause short-circuiting of
the system.
11.
The permitted amounts of wetland zone surface area and volume have been
provided.
12.
Required drawdown devices are correctly sized and located per the approved
plans.
13.
All required design depths are provided.
14.
All required parts of the system are provided.
�15.
The required number of wetlands plantings have been provided.
cc: NCDEMLR-DEQ Regional Office
Town
of Beaufort Building Inspections
Page 8 of 8

State Stormwater Management Systems
,l
Permit No. SW8 121019
Beaufort Spring t'O oe Page 1 of 2 I
Stormwater Permit No. SW8 Q09t9 COP 1 2I 04
Carteret County
Designer's Certification
J.Slephen Janowski as a duly registered Professional in the Slate of North Carolina,
having been authorized to observe llenodica eeklylfull lime) the construction of the project,
Beaufort Spring
(Project)
for Evergreen Construction Company (Project Owner) hereby slate that, to the best of my abilities, due care
and difigence was used in the observation of the project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Wetland plants were not planted and are deferred to the spring to assure survival. The grades and slopes of the pond
meet the intent of the approved plan as well as outlet structure and elevations.
Signature
Registratk
Date 11-8-14
j �O QP.pFSS/pry9��iG%
SEAL "ter
12324
�NJ•••F;QIN£EP. •GJy�
ll
Dm-I.RP

State Stormwater Management Systems
Permit No. SW8 121019
Certification Requirements: Page 2 of 2
isi 1. The drainage area to the system contains approximately the permitted acreage.
isi 2. The drainage area to the system contains no more than the permitted amount of built -upon area.
A 3. All the built -upon area associated with the project is graded such that the runoff drains to the
system.
isi 4. All roof drains are located such that the runoff is directed into the system.
isi 5. The wetland zone elevations are per the approved plan.
isi
6.
The wetland is located per the approved plans.
isi
_7.
A trash rack is provided on the outlet structure.
isi
8.
All slopes are grassed with permanent vegetation.
isi
9.
Vegetated slopes are no sleeper than 3:1.
tsl
10.
The inlets are located per the approved plans and do not cause short-circuiting of the system.
isi
11.
The permitted amounts of wetland zone surface area and volume have been provided.
isi
12.
Required drawdown devices are correctly sized and located per the approved plans.
isi 13. All required design depths are provided.
isi 14. All required parts of the system are provided.
deferred
to sprin 15. The required number of wetlands plantings have been provided. (see note)
cc: NCDENR-DWQ Regional Office
Inspector, Town of Beaufort Building Inspections
pqur R nr R

i;
FOR REGISTRATION REGISTER OF DEEDS
Karen S Hardesty
Carteret County, NC
May 23, 2017 9:38:10 AM
DECL # Pages: 7
Fee:$26.00 NC Revenue Stamp:$0 00
FILE ft 1576353
Prepared by and mail after recording to: E C E 1 V E
Howard S. Kohn
Kohn Law, PLLC JUN 0 6 2017
205 West Millbrook Road
Suite 210
Raleigh, North Carolina 27609 By;
NORTH CAROLINA
CARTERET COUNTY
DECLARATION OF DEED RESTRICTIONS
THIS DECLARATION OF DEED RESTRICTIONS (this "Declaration"), made and entered into as of
May 2, 2017, by and between BEAUFORT SPRING HOUSING ASSOCIATES, LLC, a North Carolina limited
liability company, and G and M DEVELOPMENT, LLC, a North Carolina liability company, (each, a
"Declarant" and collectively, the "Declarants") and the STATE OF NORTH CAROLINA (the "Beneficiary").
WHEREAS, on or about January 10, 2013, State Storrawater Management Permit No. SW8 121019 was
granted to Evergreen Construction Co., a North Carolina corporation, as the developer of a multi -family,
affordable housing project in Carteret County, NC, known as Beaufort Spring (the "Developer"); and
WHEREAS, Developer assigned to Beaufort Spring Housing Associates, LLC, its rights to acquire and
develop the properties more particularly described in Exhibit A attached hereto (the "Land"); and
WHEREAS, Beaufort Spring Housing Associates, LLC, did not require all of the Land for its Beaufort
Spring housing project, and therefore conveyed Lot 1 of the properties more particularly described in Exhibit A
attached hereto to G and M Development, LLC; and
WHEREAS, G and M Development, LLC, has entered into a contract to sell Lot 1 to a third -party
purchaser, and in accordance with the State Stormwater Management Permit, prior to the sale of any lot, the
Land must be restricted pursuant to deed restrictions running with the Land, as provided herein; and
WHEREAS, Declarants desire and intend to subject the Land to the covenants and restrictions set forth
herein, which covenants and restrictions are to be construed as running with the Land, and the Declarants
hereby bind themselves and their successors, assigns, grantees and lessees as set forth herein;
Submitted electronically by "Kohn Law, rttC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Carteret county Register of Deeds.

576353
NOW THEREFORE, in consideration of the mutual covenants and understandings set forth herein, and
other good and valuable consideration, the receipt and sufficiency of which hereby are acknowledged, the
Declarants, and each of them, hereby agree as follows:
a. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 121019, as issued by the Division of Water Quality under NCAC
2H.100 (the "Permit"), and for that purpose, the Land is hereby subjected to any and all conditions and
requirements of the Permit.
b. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the Permit.
C. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, NC DEQ Division of Energy, Mineral and Land
Resources, as successor to the Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take place without the
concurrence of the NC DEQ Division of Energy, Mineral and Land Resources, as successor to the
Division of Water Quality.
f. The maximum built -upon area per lot is 54,339 square feet for Lot 1 and 87,507 square feet for
Lot 2. This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built -upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate_ coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming pools.
g. All runoff from the built -upon areas on the lots must drain into the permitted system. This may
be accomplished through providing roof drain gutters, which drain to the pond or to the street, grading
the lot to drain toward the pond or street, or grading perimeter swales and directing them into the pond
or street.
h. Built -upon area in excess of the permitted amount will require a Permit modification.
i. All affected lots shall maintain a 50' wide vegetative buffer adjacent to all surface waters,
measured horizontally from and perpendicular to the normal pool of impounded structures, the top of the
bank of both sides of streams and rivers and the mean high water line of tidal waters.
j. Any individual or entity found to be in noncompliance with the provisions of the Permit or the
requirements of the Stormwater Rules is subject to enforcement procedures as set forth in G. S. 143,
Article 21.
k. Each lot within the subdivision whose ownership is not retained by the permittee, must submit a
separate Offsite Stormwater Management Permit application package to NC DEQ Division of Energy,
Mineral and Land Resources, as successor to the Division of Water Quality, and receive a permit prior
to construction on the lot.

1576353
Unless the context clearly requires otherwise, as used in this Declaration, words of the masculine,
feminine or neuter gender shall be construed to include any other gender when appropriate and words of the
singular number shall be construed to include the plural number, and vice versa, when appropriate. This
Declaration and all the terms and provisions hereof shall be construed to effectuate the purposes set forth herein
and to sustain the validity hereof.
The titles and headings of the sections of this Declaration have been inserted for convenience of
reference only, and are not to be considered a part hereof and shall not in any way modify or restrict any of the
terms or provisions hereof or be considered or given any effect in construing this Declaration or any provisions
hereof or in ascertaining intent, if any question of intent shall arise.
Section 2. Covenants to Run With the Land. The Declarants hereby represent and agree for
themselves, their successors and assigns, that the provisions of this Declaration are intended to survive the
termination or extinguishment of any security instruments placed of record by any lenders in connection with
financing for the development of the Land. The covenants, reservations and restrictions set forth herein shall be
deemed covenants running with the Land and shall pass to and be binding upon each Declarant's heirs, assigns
and successors in title to the Land. Each and every contract, deed or other instrument hereafter executed
covering or conveying the Land or any portion thereof shall conclusively be held to have been executed,
delivered and accepted subject to such covenants, reservations and restrictions regardless of whether such
covenants, reservations and restrictions are set forth in such contract, deed or other instruments. If a portion or
portions of the Land is conveyed, all of such covenants, reservations and restrictions shall run to each portion of
the Land.
Section 3. Filing- This Agreement shall be duly recorded in the Office of the Register of Deeds of
Carteret County, North Carolina.
Section 4. Governing Law. This Agreement shall be governed by the laws of the State of North
Carolina.
Section 5. Amendments. This Agreement shall not be amended, revised, or terminated except by a
written instrument, executed by the parties hereto or their successors in title, and duly recorded in the Office of
the Register of Deeds of Carteret County, North Carolina.
Section 6. Notice. Any notice required to be given hereunder shall be given by certified or registered
mail, postage prepaid, return receipt requested, at the addresses specified below, or at such other addresses as
may be specified in writing by the parties hereto:
Declarants: Beaufort Spring Housing Associates, LLC
7706 Six Forks Road
Raleigh, North Carolina 27615
Attn.: Timothy G. Morgan
G and M Development, LLC
7706 Six Forks Road
Raleigh, NC 27615
Attn.: Timothy G. Morgan

1576353
Notice shall be deemed given on the third business day after the date of mailing.
Section 7. Severability. If any provision hereof shall be invalid, illegal or unenforceable, the validity,
legality and enforceability of the remaining portions hereof shall not in any way be affected or impaired
thereby.
Section 8. Multiple Counterparts. This Agreement may be simultaneously executed in multiple
counterparts, all of which shall constitute one and the same instrument, and each of which shall be deemed to be
an original.
[SIGNATURE PAGES FOLLOW]

1576353
IN WITNESS WHEREOF, the Declarants have executed this Agreement by duly
authorized representatives, all on the date first written herein above.
BEAUFORT SPRING HOUSING ASSOCIATES, LLC,
a North Carolina limited liability company
By: LIHTC MANAGERS, LLC, a North Carolina limited
liability compnany, its Manager
By:
Name: Lyle D. Gardner
Title: Member
By: gip-
Name: Timothy G. Morgan
Title: Member
STATE OF NORTH CAROLINA
1, the undersigned, a Notary Public for the state and county aforesaid, certify that Lyle D.
Gardner and Timothy G. Morgan each personally appeared before me this day and each
acknowledged that he voluntarily executed the foregoing instrument on behalf of the company in
the capacity indicated.
Witness my hand and official stamp or seal this the 3 day of May, 2017.
My commission expires:
M C0 Rotary Public
y" �OT,� ✓Printed Name: 3/rN/LE !� . c.•NNCL�j�
�9BL10 . _

1576353
G and M DEVELOPMENT, LLC, a North Carolina
limited liability company
By:
Name: Lyl6 D. Gardner
Title: Member -Manager
By: rhnt fJ
Name: Timothy G. Morgan
Title: Member -Manager
STATE OF NORTH CAROLINA
i1�lrL� �]
I, the undersigned, a Notary Public for the state and county aforesaid, certify that Lyle D.
Gardner and Timothy G. Morgan each personally appeared before me this day and each
acknowledged that he voluntarily executed the foregoing instrument on behalf of the company in
the capacity indicated.
Witness my hand and official stamp or seal this the 3 day of May, 2017.
My commission expires:
j5 ; -17 Notary Public
Printed Name: Ti1N•�� r'' Gr�,i.�: c7'
*O7A
•r»
10

1576353
EXHIBIT A
LEGAL DESCRIPTION
BEING all of Lot 1, containing 1.836 acres, and all of Lot 2, containing 6.403 acres, as shown on
plat of survey entitled "BEAUFORT SPRING - BEAUFORT TOWNSHIP - CARTERET
COUNTY, N.C.", prepared by Baldwin Design Consultants, PA, and recorded in Book of Maps
2013, Page 417, of the Carteret County Registry.

NORTH CAROLINA. CARTERET COUNTY
Thlo keaunnnt rm dYe con to.r. tua duly toad at
the do* M thrr rM to to Hoak and Pope Shown
on Voo and pap tomoof.
. awF.Wrwor ' �r
Prepared By and Return To:
NORTH CAROLINA
CARTERET COUNTY
Kohn Law, P.L.L.C.
205 West Millbrook Road
Suite 210
Raleigh, NC 27609
fllE 414�114
FOR REGISlR9TIVN REYIEIER OP aEEaS
JeY LWr�M� '
Grlv�t Lw,ty. K
November 12, 2813 02:48:20 Ph
6K ESK 7 P
FEE. no OO
FILE 11465174
JOINT DRIVEWAY EASEMENT AGREEMENT DRAINAGE EASEMENT AND
AGREEMENT TO CONVEY EASEMENT FOR INGRESS AND EGRESS DRAINAGE AND
UTILITY CONNECTIONS
THIS JOINT DRIVEWAY EASEMENT AGREEMENT, DRAINAGE EASEMENT
AND AGREEMENT TO CONVEY EASEMENT FOR INGRESS AND EGRESS, D AGE
AND UTILITY CONNECTIONS (this "Agreement') made and entered into this day of
November, 2013, by and between BEAUFORT SPRING HOUSING ASSOCIATES, LLC, a
North Carolina limited liability company (hereinafter "Beaufort Spring") and G AND M
DEVELOPMENT, LLC, a North Carolina limited liability company (hereinafter "G and M").
Each of Beaufort Spring and 0 and M rosy hereafter be referred to individually as "Owner"and
together as "Owners."
WITNESSETH:
WHEREAS, Beaufort Spring is the owner of that certain parcel of land situated in
Beaufort Township, Carteret County, North Carolina, containing approximately 6.403 actes, as
shown as Lot 2 in that certain plat of survey entitled "BEAUFORT SPRING" prepared by
Baldwin Design Consultants, PA, and recorded in Book of Maps 2613, Page IL of the Carteret
County Registry; and 3L
WHEREAS, G and M is the owner or contract purchaser, from Beaufort Spring, of that
certain parcel of land situated in Beaufort Township, Carteret County, North Carolina,
containing approximately 1.836 acres, as shown as Lot I in the above -referenced plai of survey
recorded in Book of Maps Z64- ,, Page L Carteret County Registry, and
WHEREAS, a 20' wide paved driveway has been installed or will be installed by
Beaufort Spring upon Lot 2, running from the northern margin of Live Oak Street and along the
1 BOOK 1�k� PAGE_LrlV
ECEIVE
JUL 0 7 2097
BY:
D

western ::os.:oundan' :in_ of Lot :, to a point in The ronhem boundary line of Let 1. beintt r
conmion acme .of Lot ' and Lot I hereinafter referred to as :he -Joint Drvervac and 'Alit,
Connection Easement Area") and o m continuing bepend the northernmost ommdary line aft ti
i farther into Lot 2 (the "Lot 2 Drive"), where it connects with the parking area as sho,ko in the
Site Development Plan attached hereto as Exhibit ".-\" and made a part hereof by reference: and
WHEREAS, a regional stormwater facility (the "Facility") has or will be installed by
Beaufort Spring upcm Lot 2 in the general area of the southern portion of Lot 2 and lying east of
the Lot 2 Drive, beiag just north of the northern property line of Lot 1 (hereinafter referred to as
the "Drainage Easement Area')
WHEREAS, Beaufort Spring and G and M desire to establish shared or common rights
and interests in the Joint Driveway and Utility Connection Easement Area, situated on Lot 2 in
the general area of the 20' wide paved driveway and in the Drainage Easement Area, situated on
Lot 2 in the general area of the southern portion of Lot 2 and lying east of the Lot 2 Drive and
establish certain rights and servitudes over their respective parcels in order to facilitate the use of
said Joint Driveway and Utility Connection Easement Arcs and Drainage Easement Area.
NOW, THEREFORE:
1. F69ablishment of Easements. (a) Beaufort Spring hereby establishes a perpetual
nonexclusive easement over and upon the Joint Driveway and Utility Connection Easement Area
in favor of Lot 1 and Lot 2, such easement being for the purpose of vehicular and pedestrian
ingress, egress and regress, in common with others entitled thereto by the owners and their
respective agents, tenants, contractors, employees, customers and invitees, and for the purpose of
making connections for utilities serving Lot 1. No Owner or any of their heirs, legal
representatives, successors and/or assigas shall install or place ary.fence, wall, curb or other
battier along the common boundaries of the respective parcels so as to unreasonably impair,
burden or interfere with the passage of vehicular and pedestrian traffic either between the
respective properties referenced herein or to Live Oak Strect The foregoing "No Barrier
Agreement" shall not prohibit (or restrict in any manner) any Owner from constructing
additional buildings or other improvements on its property, or from relocating or altering any
driveways, pedestrianways, or curb cuts located on its property in the Owna's sole and absolute
discretion so long as it does not relocate, alter or interfere with the use of the Joint Driveway and
Utility Connection Easement Area
(b) Beaufort Spring hereby establishes a perpetual nonexclusive easement for the
purpose of draining, discharging and impounding stormwater collected from Lot l into the
Facility and associated improvements over and upon the lands of Lot 2 constituting the Drainage
Easement Area in favor of Lot 1, such easement being for the purpose of drainage, discharging
and impounding of stormwater collected from Lot 1 into the Facility. No Owner or any of their
heirs, legal representatives, successors and/or assigns shall install or place any force, wall, curb
or other barrier along the common boundaries of the respective parcels so as to unreasonably
impair, burden or interfere with the drainage of stormwater from Lot 1 into the Facility, except
for such fencing that may be reasonably required to utilize the Facility as a retainage facility
serving Lots 1 and 2 and to facilitate drainage, discharging and impounding of stormwater
collected from Lot 1. The foregoing '?to Barrier Agmcmenf' shall not prohibit (or restrict in
any manner) any Owner form constructing additional buildings or other improvements on its
property, or from relocating or altering any driveways, pedestrianways, or curb cuts located on
BOOK W bs PAGE M'T

_M
is property in she Ow•i. r' de an.- absolute liscretian .0 is r •.hwc of mc.ue. alter r
nterfere with h, ';: e ei .he .trrirage crscment Area. ,
2. Maintenance of Wint Driveway and Ctihty Connection Easenent Area and
Drainage Easement Area
2.1 The Owners of .Lots 1 and 2 shall be equally responsible for repairs and
maintenance costs for the Joint Driveway and Utility Connection Easement Area; however, each
party acknowledges and agrees to perform its maintenance obligations hereunder so as to keep
the entire Joint Driveway and Utility Connection Easement Area in a state of good repair and so
as to maintain a neat and attractive appearance for the mutual benefit of both Owners and their
respective properties.
2.2 Beaufort Spring shall maintain and repair the Drainage Basemem Area and
Facility, together with all associated improvements, in good and operable condition. For so long
as no development has occurred on the Lot 1, Beaufort Spring shall conduct such maintenance
and repair at Beaufort Spring's sole cost and expense. At such tine as any portion of Lot f is
developed, the maintenance and repair costs shall be shared among the owners of Lot I and Lot 2
on an equitable basis with reference to the acreage of each parcel as it relates to the total acreage
of 8.239 acres. Other than as set forth below, the Lot 1 Owner shall be responsible for 22% of
the costs to maintain and repair the Drainage Basement Area and Facility and the Lot 2 Owner
shall be responsible for 7g%a of the costs thereof. The owner of Lot 1 shall pay its respective
shares of maintenance and repair costs to the owner of Lot 2 within 30 days after receipt of an
invoice therefor, and the amount of any maintenance and repair costs for which the owner of Lot
I is responsible to reimburse the owner of Lot 2 shall constitute a lien and encumbrance upon
Lot 1. Notwithstanding the foregoing, any owner of Lot 1 or Lot 2 that damages the Facility or
the associated improvements shall be solely responsible for promptly repairing such damage and
restoring said improvements to.good and operable condition or the condition they were in at the
time of damage, whichever is better.
2.3 In the event either party (hereinafter referred to as the "Defaulting Party")
breaches any of his maintenance obligations hereunder, then the other party (hereinafter referred
to as the "Non -Defaulting Party'D may give the Defaulting Party written notice of such breach
and shall give the Defaulting Party thirty (30) days after the delivery of such notice to commence
performance of the Defaulting Party's obligations and thereafter to diligently perform and
complete the same. If the Defaulting Party fails to commence performance of its maintenance
obligations within such thirty -day, period and thereafter to diligently perform and complete the
same, then the Non -Defaulting Patty may, but shall not be required to, commence and perform
such obligations for and on behalf of the Defaulting Party, all of the actual costs and expenses
which are the Defaulting Party's share shall be paid by the Defaulting Party to the Non -
Defaulting Party within thirty (30) days of the Defaulting Party's receipt of written evidence
confirming the payment of said expenses. Notwithstanding the foregoing, the Nan-Defnulting
Party may perform the maintenance obligations of the Defaulting Party hereunder for and on
behalf of the Defaulting Party upon reasonable prior written notice (taking into account the
circumstances) in the event of an emergency or the occurrence of material damage that impairs
the Non -Defaulting Party's ability to operate on its parcel, and in such case, the actual costs and
expenses incurred by.the Non -Defaulting Parry's which are the Defaulting Party's share, shall
also be paid by the Defaulting Party to the Non -Defaulting Party within thirty (30) days after the
Defaulting Party's receipt of written evidence confirming the payment of such expenses.
3 BOOK PAGE l 'l

}li_yellaaeeus:
3.1 NORCE. All nuticcs to be ,zven by the parties under this .Agrccrhent shall oe
sent to r.ue Owner at the street address listed on tax bills in the Tax Records of Carteret County,
North Carolina. All notices shall be sent by either regular United ;rates Mail, certified mail,
return receipt requested, or nationally recognized overnight delivery service, and shall be deemed
given when deposited with the U. S. Postal Service postage prepaid or with such overnight
delivery service. Such notice shall be effective upon (i) actual receipt or ri) refusal of delivery or
(iii) expiration of the foregoing address as an effective address for notice without delivery of
notice of a change of address. Either party may change the address to which notices are sent by
providing written notice of the change to the other party hereto in accordance with this Section.
32 Each contract, deed, deed of trust or other instrument of conveyance which may
be hereafter executed with respect to any portion of the aforementioned properties shall be
deemed and held to have been executed, delivered and accepted, subject to all of the provisions
of this Agreement regardless of whether or not any of such provisions are set forth in such
contract, deed, deed of trust, or other instrument of conveyance and whether or not referred to in
any such instrument.
3.3 The easement and covenants hereby established and imposed shall be covenants
mmung with the land and shall inure to the benefit of and be binding upon all parties having any
right, title or interest in any portion of the aforementioned properties, or any part thereof, and
their heirs, legal representatives, successors and assigns.
3.4 This Agreement shall not create an association, partnership, joint venture, or a
principal add agency relation between the Owners of Lot 1 and Lot 2.
3.4 No waiver of any provision hereof shall be deemed to imply or constitute a further
waiver thereof or any other provision set forth herein.
3.5 Should any provision hereof be declared invalid by a legislative, administrative,
or judicial body of competent jurisdiction, the other provisions hereof shall remain in full force
and effect and shall be unaffected by the same.
3.6 Any sums due and payable hereunder which remain unpaid after the date due
shall bear interest at the highest rate then allowed under applicable law until paid, and shall
together with interest, the cost of collection, including reasonable attomey's fees, be a charge on,
the land and shall be a continuing lien on the property of the Defaulting Party which may be
foreclosed in accordance with the laws of tlx State of North Carolina
3.7 All provisions of this instrument, including the benefits add burdens, shall run
with the land and are binding upon and shall inure to the benefit of the respective owners from
time to time and to their tenants, licensees and invitees.
3.8 The rule of strict construction of terms does not apply to this Agreement. The
terms and provisions of this Agreement shall be given a reasonable construction consistent with
the intention of the parties to confer a commercially usable right of enjoyment to the easements
granted herein to Owners.
BOOKJ, kS PAGE l `) 4

3.9 Nothing contained i,i !his Agreement shayw: dc<mcd to be a gift or dedication of
any portion �f the easement areas to the general public or for any 'public purpose whatsoever, it
being the intention of the parties that :his Agreement be strictly limited to the purposes expressed
herein.
3.10 This Agreement shall be construed and interpreted in accordance with the laws of
the State of North Carolina. If any clause, sentence or other portion of the teens, covenants and
restrictions of this Agreement become illegal, null or void for any reason, the remaining portions
will remain in full force and effect.
II I This Agreement may be executed in multiple counterparts, all of which together
shall constitute one and the same Agreement.
IN WITNESS WHEREOF, this Joint Driveway Easement Agreement and Agreement to
Convey Easement for Ingress and Egress, Drainage and Utility Comrections is executed as of the
day and year first written.
[REMAINDER OF THIS P WE LEFT INTENTIONALLY BLANICI
BOOK n al S PAGE 1 r�k -,

BEAUFOR'." ;PRJI 0 H(•t_ giNO
North Carolina limited liability company
By: LIHTC MANAGERS, LLC, its Manager
By:
Lyle D. Gardner, Member -Manager
By:,�•Tn.'m--
Timothy G. Morgilh, Member -Manager
G AND M DEVELOPMENT, LLC, a
North Carolina limited liability company
By
L le D. Gardner, Manager
Wake County, North Carolina
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 tlurein and in the ca as indicated:
l ,j4 .�vcr�nsc( C 'i lmrYlr{
narne(s) ojprincipal(3). (\ _ _ (A fi
! ��a" / Notarys printed or typed name
(�cta/,.•Seal) O T A R Y ✓ My commission expires:
i
nUBLtG
�. Ay 6:4
Wake Courjt`}t�on,r} )ilia
I certify ihat`Iha:fdll6wing 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:
L7k D• C�nelrna;-
n e(s) ofprincipal(s). n a
'Po.
Date: " " g -cial tYr Notary
�r NOTAflYr C-0
I Notary's printed or typed name
(Official Seal) "st PUSOG :My commission expires: 1�
cat =3'
BOOK qLS PAGE��
I

P:Y
1 p
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SHEET 1 OF 10
SITE DEVELOPMENT PLANS
BEAUFORT SPRING
'•g v"
A SENIOR LIVING COMMUNITY
S —.e
REFERENCE: THE PROPERTY DESCRIBED IN DEEDBOOK 262, PACE 16 OF
,^, $
THE CAflTERET COUNTY REGISTRY
BEAUFORT TOWNSHIP, CARTERET COUNTY, NC
PIN #7306.12,86.7151000
mnola: emw ®[mSIRIF1pN mw Y
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D

V
High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built -upon area consistent with the design criteria used to size the stormwater control facility.
I, Lyle Gardner , acknowledge, affirm and agree by my signature below, that I will cause
the following deed restrictions and covenants to be recorded prior to the sale of any lot within the
project known as Beaufort Spring
1. The following covenants are intende t ensur ongoing compliance with State Stormwater
Management Permit NumbeLS lJ , as issued by the Division of Water Quality
under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is square feet.
*Note: If the BUA per lot varies, please substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot:
The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
1 55.931 2 85,915
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction.
9. The project and each lot will maintain a 30** foot wide vegetated buffer between all impervious
areas and surface waters.
**50 foot for projects located in the 20 coastal counties. �C li �lY fG
ACT 2 2 Z��Z
Form DRPC-1 Rev.2 05Nov2009 Page I of 2 µy

I, ✓ftN Ice / n 0[9/JA)C—i �i , a Notary Public in the
State of North Carolina , County of W K L
do hereby certify that Lyle Gardner personally appeared
before me this the v;z 3 day of April 2012 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
Ge, C
gnature
�� oTARr�
My Commission expires
w*•
,� OCT 2 2 2®12
Form DRPC-1 Rev.2 05Nov2009 Page 2 of 2