SW8160809_CURRENT PERMIT_20200715

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 I (DO005
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
aOoZ0071 Gj
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BR1AN WRENN
Director
July 15, 2020
Beaufort Properties Associates, PLLC
Beaufort Homes, LLC, Manager
ATTN: Mac Hines, Manager
106 Leonda Dr.
Beaufort, NC 28516
NORTH CAROLINA
Environmental Quality
Subject: State Stormwater Management Permit No. SW8 160809
Sea Grove Single Family Subdivision (formerly Sea Oaks Landing)
High Density Subdivision Project
Carteret County
Dear Mr. Hines:
The Wilmington Regional Office received a complete, modified State Stormwater Management Permit
Application for the subject project on June 8, 2020. Staff review of the plans and specifications has determined
that the project, as proposed, complies with the Stormwater Regulations set forth in Title l5A NCAC 02H.1000
as amended by Session Law (SL) 2008-211 and subsequently amended on January 1, 2017 (2017 Rules). We are
hereby forwarding modified Permit No. SW8 160809 dated July 15, 2020, for the construction of the built -upon
areas (BUA) and stormwater control measures (SCMs) associated with the subject project.
This permit shall be effective from the date of issuance until September 13, 2024 and the project shall be subject
to the conditions and limitations as specified therein and does not supersede any other agency permit that may be
required. Failure to comply with these requirements will result in future compliance problems. Please note that
this permit is not transferable except after notice to and approval by the Division.
Please refer to Attachment C for a detailed description of the current proposed major modification and a list of
past correction approved during the effective period of the permit.
This cover letter, attachments, and all documents on file with DEMLR shall be considered part of this permit and
is herein incorporated by reference. Please add the attached plans to the previously approved plan set. Please
replace the previous application (SWU-101), deed restrictions andprotective covenants, supplement, operation
and maintenance agreement with the attached modified versions.
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 (ifa filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Christine Hall in the Wilmington Regional
Office, at [phone] or [e-mail].
Sincerely,
Brian Wrenn, Direc or
Division of Energy, Mineral and Land Resources
Enclosures: Attachment B — Built -Upon Area Allocation
Attachment C — Permitting History
Application Documents
DESlcanh: %StormwaterTermits & Projects120161160809 HD12020 07 permit 160809
®� ��� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
wr.Nr�aao�:n+ �
Wilmington Regional Office 1 127 Cardinal Drive Extension k Wilmington. Forth Carolina 28405
42" w . 910.796.7215

State Stormwater Permit No. SW8 160809
Page 2 of 2
cc; Steven Rice, Rice & Associates, PLLC
`Gown of Beaufort Planning and Inspections Department
Wilmington Regional Office Stormwater File

State Stormwater Management Systems
Permit No. SW8 160809
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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 Properties Associates, PLLC
Sea Grove Single Family Subdivision
Intersection of Chadwick Road and Lennoxville Road, Beaufort, Carteret County
FOR THE
construction, operation and maintenance of one (1) wet detention pond and improvements to a public
road in compliance with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 and as
amended on January 1, 2017 (hereafter referred to as the "stormwater rules' 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 (hereafter referred to as
the Division or DEMLR) and considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until September 13, 2024 and shall be subject
to the following specified conditions and limitations: .
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data. The maximum built -upon area allowed for the entire
subdivision project is 155,336 square feet.
2. The subdivision is permitted for 28 lots, each limited to a maximum amount of built -upon area
as indicated in Attachment B of this permit.
3. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.9 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 measure.
The stormwater control measure has been designed to handle the runoff from 135,848 square
feet of impervious area.
4. The runoff from the 19,488 square feet of impervious surfaces associated with the
improvements within and adjacent to the public road has been directed away from surface
waters as much as possible. The amount of built -upon area proposed as part of these
improvements have been minimized as much as possible. Best Management Practices are
employed, including road side swales, which minimize water quality impacts from the
improvements.
The drainage areas will be limited to the amounts of built -upon area indicated in Sections 1.3,
1.4 and 1.9 of this permit, and per approved plans. The built -upon area for the future
development is limited to 361 square feet within the drainage area for the wet detention pond.
Page 1 of 9

State Stormwater Management Systems
Permit No. SW8 160809
6. A 50' wide vegetative buffer must be provided and maintained adjacent 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.
7. A vegetated filter strip is not required for this pond as it has been designed for a 90% total
suspended solids removal efficiency.
8. All runoff being directed into wetlands shall flow into and through those wetlands at a non -
erosive velocity.
9. The following design criteria have been permitted for the wet detention pond and it must be
provided and maintained at the design condition.
a.
Drainage Area, acres:
Onsite, ftz:
Offsite, ftz:
5.36
227,145
6,369
b.
Total Impervious Surfaces, ft :
Onsite, ftz:
Offsite, ftz:
135,848
129,479
6,369
c.
Average Pond Design Depth, feet:
4.0
d.
TSS Removal Efficiency:
90
e.
Design Storm, inches:
1.5
f.
Permanent Pool (PP) Elevation,
FMSL-
5.81
g.
Permitted PP Surface Area, ft:
13,882
h.
Temporary Storage Elevation,
FMSL:
6.94
i.
Permitted Storage Volume, ft :
17,301
j.
Predevelopment 1 yr-24 hr.
discharge rate, cfs:
5.33
k.
Controlling Orifice, inch 0 pipe:
2.0
I.
Orifice Flow Rate, cfs:
0.08
m. PP Volume, ft .
58,832
in,
Forebay Volume, ft:
11,633
o.
Maximum Fountain Horsepower-.
1/6
Receiving Stream/River Basin:
Taylors Creek 1 White Oak
q.
Stream Index Number:
21-34
r.
Classification of Water Body:
Sc
10. Basins 1 -3 shown on the approved plans are not required by the Division and have not been
demonstrated to meet the State Stormwater Minimum Design Criteria and therefore are not
considered a part of the approved state stormwater treatment system. These additional
measures are incorporated only by reference and are not enforceable parts of the permit.
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately. If the stormwater system is 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.
3. The following deed restrictions and protective covenants related to stormwater management
have been recorded in File # 1657309 with the Carteret County Register of Deeds, are
incorporated by reference, and must be maintained in perpetuity:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 160809, as issued by the Division of
Energy, Mineral and Land Resources under NCAC 2H.100&
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.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 160809
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 Division.
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 can be found in Attachment B of this permit. 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. For those lots within CAMA's Area of Environmental Concern, where DCM calculates a
different maximum lot built -upon area, the governing lot BUA shall be the more
restrictive of the two numbers.
h. All runoff from the built -upon areas on the lot must drain into the permitted system. This
may be accomplished through providing roof drain gutters, which drain to the pond or
street, grading the lot to drain toward the street or directly into the pond, or grading
perimeter swales and directing them into the pond or street.
i. 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 surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of bank of each side 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 G.S. 143, Article 21.
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. If permeable pavement BUA credit is desired, the permittee must submit a request to modify
this permit to incorporate such language as required by the Division. The request to modify
must include a proposed amendment to the deed restrictions and protective covenants for the
subdivision, and a soils report identifying the type of soil, the Seasonal High Water Table
elevation and the infiltration rate. Upon the successful completion of a permit modification, the
individual lot owners that request to utilize permeable pavements shall submit the necessary
forms and documentation to the permittee, or a designated agent, and receive approval prior
to construction of the permeable pavement.
6. The permittee shall review all lot plans for new construction and any subsequent modifications
and additions, 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.
7. The permittee is responsible for the routine monitoring of the project for compliance with the
built -upon area limits, grading, and the storm drainage system established by this permit, the
permit documents, the approved plans, and the recorded deed restrictions. The permittee shall
notify any lot owner that is found to be in noncompliance with the conditions of this permit in
writing, and shall require timely resolution.
8. The permittee shall at all times 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.
9. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 160809
10. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray fountain will
be allowed in the stormwater treatment system, subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may be
used only if they draw water from the surface in the deepest part of the pond-
C. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent pool
volume. The maximum pump power for a fountain in this pond is 1/6 horsepower.
11. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
12. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, the permittee shall cause a certification from an appropriate
designer for the system installed to be submitted, 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.
13. All stormwater collection and treatment systems must be located in either public rights -of -way,
dedicated common areas or recorded easements. The final plats for the project will be
recorded showing all such rights -of -way, common areas and easements, in accordance with
the approved plans. Access to the stormwater facilities for inspection and maintenance shall
be maintained via appropriate recorded easements at all times.
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.
15, Prior to transfer of the permit, the stormwater facilities will be inspected by Division personnel.
The project and the stormwater facility must be in substantial compliance with all permit
conditions. Any items not in substantial compliance must be repaired, replaced or restored to
design condition prior to the transfer. Records of maintenance activities performed to date will
be required.
16. 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.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 160809
III. GENERAL CONDITIONS
Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or 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 any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government
agencies (local, state, and federal) having jurisdiction.
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;
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;
5. The permittee is responsible for compliance with all permit conditions until such time as 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
stormwater permit.
6. In the event that the facilities fail to perform satisfactorily the Permittee shall take immediate
corrective action, including those as may be required by this Division, such as the construction
of additional or replacement stormwater management systems. Additional or replacement
stormwater management systems shall receive a permit from the Division prior to construction.
7. The permittee grants DEMLR Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater management
facility.
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, calculations, supplement forms, operation and maintenance agreements and
specifications for this project are incorporated by reference and are enforceable parts of the
permit. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
10. Unless specified elsewhere, permanent seeding requirements for the stormwater control
measure 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 as allowed by the laws,
rules and regulations contained in Session Law 2006-246, Title 15A NCAC 2H,1000, and
NCGS 143-215.1 et.al.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 160809
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 modified, updated, and re -issued this the 15' day of July 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
1
}, Brian -Wrenn, renn, irector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 160809
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 160809
Attachment B
Maximum Built -Upon Area Allocated to Each Lot
Lot #
Max. BUA, sq. ft.
1
3,725
2
3,216
3
2,957
4
2,844
5
3,112
6
2,655
7
2,867
8
2,747
9
2,536
10
2,602
11
2,932
12
4,900
13
3,703
14
2,500
15
3,298
16
4,227
17
3,305
18
2,959
19
3,810
20
3,780
21
3,059
22
3,637
23
2,770
24
2,859
25
2,567
26
2,838
27
2,921
28
3,877
Total
89,203
Page 7 of 9

Sea Grove Single Family Subdivision
Stormwater Permit No, SW8 160809
Carteret County
Designer's Certification
State Stormwater Management Systems
Permit No. SW8 160809
Page 1 of 2
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (period icallylweeklylfull time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 160809
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 outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
.10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
.11. The permitted amounts of surface area and/or volume have been provided.
_12. Required drawdown devices are correctly sized per the approved plans.
.13. All required design depths are provided.
_14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
_15. The required dimensions of the system are provided, per the approved plan.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDEQ-DEMLR Regional Office
Town of Beaufort Planning and Inspections Department
Page 9 of 9

Attachment C - Permitting History
Sea Grove Single Family Subdivision
Permit No. SW8 160809
Approval
Permit Action
BIMS
Description of the Changes
Modified Plan Sheets
Date
Version
9/13/2016
Original
1.0
A single wet pond subject to the 2008 rules
Approval
I. Adds Section L I I to acknowledge the additional stormwater
measures that were not required by the Division and are not
enforceable by the Division.
2/6/2019
Correction
-
2. Clarifies the requirements in Section III for updating the
n/a
contact information for the permittee and transferring the
permit.
1. Adding lot 28 that was constructed in the common area north
of the pond, near the pond outlet, and identified as "NOS I " on
C.0.0, C.1.0, C.I .I,
7/ 15/2020
Major
1.1
the previously approved drainage area map.
C 1 2, C.2.0, C.2.1,
Modification
2. Revising the BUA allocated to the lots to address several lots
C.2.2, C.2.3, C.3.0,
that exceeded their allocations.
C.3.1
3. Permitting the as -built condition of the pond.
Page 1 of 1

DEIv Ck USE ONLY
Date Re ei
ed
Fee Paid
Permit Number
W1 q
I Iq
CA0 aa5 0
w?,
Applicable Rules:
(select all that apply)
Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph Il - Post Construction
❑ Non -Coastal SW- HQW/OIZW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and'Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and mauiteirance agreements, etc.):
Sea Grove Single Family Subdivision initially_ permitted as Sea Oaks Landing)
2. Location of Project (street address):
Nbrtheast corner of Chadwick Road (SR1311) and Lennoxville Road (SR1310)
City: Beaufort
County: Carteret
3. Directions to project (from nearest major intersection):
Zip: 28516
Drive to and thru Morehead Ci on U.S. Hwy. 70 take the new high rise bridge over Gallant's Channel and
take the Turner Street exit and go south toward downtown Beaufort. Turn Jeft on Cedar Street, turn left on
Live Oak, turn right on Mulberry/ LeruloxviIle, site entrance (Sea Grove Ln) is 1.4 miles oil left.
4. I_.atitude:34° 42' 41.31" N
Longitude:76° 38' 00.64" W
of the main entrance to the project.
II. PERMIT [NFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tI2enezoals with modifications also requires SVVU-102 — Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, fist the existing
permit number SW8 160809 , its issue date (if known) Sept 13, 201.6_ and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* "provide a designer's certification
Specify the type of project (check one):
❑I.ow Density ®I-ligh Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, Sea Oaks I.,anding and the previous name of the project, if different than currently
proposed, Sea Grove Single Family Subdivision
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
Obtained by contacting the Customer Service Center at 1-877-623-6748):
[]LAMA Major ®Sedimentation/lsrosion Control: 6.7 ac of Disturbed Area
❑NPDES Industrial Stormwater ®404/40'1 Permit: Proposed Impacts 0.087 acres
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit: S&EC CARTE-2017-001, 404/401. SAW#2016-00437
Is the project located within 5 miles of a public airport? []No ®Yes
If yes, see S.L. 2012-200, Part Vl: http:l/portaLncdenr.orgZweb11r/rules-and-regulations
V"i-CIEOVEn
OCT 09 2019 �J
form 5WU-101 Version Oct. 31, 2013 Page l of 6

I

.III. CONI'ACI' INI~OKMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc, who owns the project):
Applicant/Organization: Beaufort Properties Associates PLLC
Signing Official &'Title: W. Mac Hines
b.Contact information for person listed in item la above:
Street Address: 106 Leonda Drive
City: Beaufort State: NC Zip: 28516
Mailing Address (if applicable): 106 Leonda
City: Beaufort
Phone: [phone]
E-mail: [e-mail]
State: NC Zip: 2851.6
Fax: l ]
Please check the appropriate box. The applicant listed above is:
[K The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization: Beaufort Properties Associates PLLC
Signing Official & `Title: W. Mac Hines, Member/Manager
b.Contact information for person listed in item 2a above:
Street Address: 106 Leonda Drive
City: Beaufort
State: NC Zip: 28516
Mailing Address (if applicable): 106 Leonda Drive
City: Beaufort State: NC Zip: 28516
Phone: (252 } 904-4294 Fax: ( _ _ )_
Email: [e-mail]
3. a. (Optional) 11'rint the name and title of another contact such as the projecCs construction supervisor• or otlier
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & `ritl
b.Contact information for person listed in item 3a above:
Mailing Add
city: state:
Phone: l ] Fax:
Email:
Zip:
4. Local jurisdiction for building permits: _`Torun of Beaufort Planning and Inspections Department
Point of Contact: Mr. Kyle Garner Phone #: [phone]
OCT o 9 2019
Form S W U- i 01 Version Oct. 31, 2013 Page 2 of 6 BY.

1. -7

-IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff wii be treated
lie 1.0
eSEAL�
8293
of tea b GI e
Le
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved: �—F-24
❑ Approval of a Site Specific Development flan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW — 1.995 ❑ Ph 1t — Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 7.00 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) —Total Coastal Wetlands Area (5) —Total Surface Water Area (6) = Total Project Area':
7.00 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded struct tires, the area
beizoeeu the banks of streams and rivers, the area below the Normal High Water (NNW) line or Mean !-nigh Water
(MHW) litre, and coastal wetlands landzoard from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Nan -coastal wetlands landivard of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 — 50.92 %O
9. How many drainage areas does the project have? 1 (For high density, count 1 for each proposed engineered
stormzoater BMP. For lozv density and olher projects, rise 1 for the whole properly area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each -area
provided in the same format as below. 0_1AVWrL K R/k✓ Ge+A-1'wl e L- oT / 2
7d F3M P ># LaAJAWVJbJ,&- �a P-P x/W (5
Basin Information
Draina e Area 1
Draina 6e Area 2
Draina ie Area 3
Drainage Area 4
Receiving Stream Name
Taylors Creek`
Taylors Creek
Taylors Creek
Taylors Creek
Stream Class
SC
SC
Sc
Sc
Stream Index Number *
21-34
21-34
21-34
21-34
Total Drainage Area (sf)
233,514
17,403
6,845
8,441
On -site Drainage Area (sf)
227,145
17,403
6,845
8,441
Off -site Drainage Area (so
6,369
0
0
0
Proposed Impervious Area** (sf)
1.35,848
13,722
3,754
831
% Inn ervious Area** (total)
58.1.8
78.85
54.84
9.84
Impervious** Surface Area
Draila >e Area 1
Drainage Area 2
Draina >e Area 3
Draina e Area 4
On -site Buildings/Lots (sf)
70,571
0
0
0
On -site Streets (sf)
24,566
0
0
0
On -site Parking (sf)
1.2,965
0
0
755
On -site Sidewalks (so
3,043
0
0
76
Other on -site (sf)
1.7,973(ponds)
0
0
0
Fuhtre (sf)
361
0
0
0
Off -site (sf)
6,369
5,746
1,372
0
Existing BUA*** (sf)
0
7,976
2,382
0
Total (sf):
135,848
13,722
3,754
131
Stream Class and index Number can be determined at. htt 7ortrrl.rrcderlr.or zoeb zn s csu classi VE
1u1 pervious area is defined as the built upon area including, but nat limited to, buildings, roads, parkin rreas
si�ewalks, gravel areas, etc. SUN 0 8 2020
*** Report onh/ that anrourtl of existing BUA that Taitl remain after development. Do riot report any exist 1 . BUA that is
to be removed and which will be re placed In new BLIA. s
1 J 5 �� A'DDrTI *,p�
Form SWU-i01 Version Oct. 31, 2013 Page 3 of'6 SPP-EA04FFG& AT

...,,
�?
�.
�
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:1;�(j�' � �� .'S''

IV. PROJECT INFORMATION Form SWU-101 Application Additional Page 3
PARAGRAPH 10. A-9�K
.nn
`,�O`` •rrrrrr•rr � �I�
� r• Qe' 9� i i
a
SEAL
8293
offi
to o @ 114100��`
Basin Information Drainage Area 5 Drainage Area 6 Drainage Area 7 Drainage Area 8
Lot 3, South To
Back of Lots 25-27
Back of Lots 8-15
Drainage Area - Plan Description (See
Lennoxville Rd R/W
To Offsite &
Plus BMP Outside
Lot #28 Less Roof
Table on Drawing C.1.1)
(S4)
Lennoxville Rd (S5)
Berm (S6)
Area (S2)
Receiving Stream Name Taylors Creek Taylors Creek Taylors Creek Taylors Creek
Stream Class I Sc I Sc I Sc I SC
Stream Index 1 21-34 1 21-34 1 21-34 1 21-34
Total Drainage area (sf) 1 1080 1 5697 1 26762 1 5312
On -Site Drainage Area (sf) 1080 5697 26762 1 5312
Off -Site Drainage Area (sf) 0 1 0 1 0 1 0
Proposed Impervious Area ** (sf) 1 24 350 1 187 1 620
% Impervious Area ** (sf) TOTAL 1 2.22% 1 6.14% 1 0.70% 1 11.67%
Impervious ** Surface Area I Drainage Area 5 1 Drainage Area 6 1 Drainage Area 7 Drainage Area 8
On -site Buildings/Lots (sf) 1 0 1 350 1 0 1 0
On -Site Streets (sf) 0 1 0 1 0 1 0
On Site Parking (sf) 1 0 1 0 1 0 1 602
On -Site Sidewalks (sf) 0 0 0 18
Other On -Site (sf) 24 1 0 1 187 0
Future (sf) 1 0 1 0 1 0 1 0
Existing BUA *** (sf) 0 1 0 1 0 1 0
TOTAL(SF) 1 24 350 1 187 1 620
NOTE: THE LAST SUBMITTAL INCLUDED AN ADDITIONAL SPREADSHEET "2 OF 2" THAT INCLUDED DRAINAGE
AREAS 9, 10 AND 11. THOSE AREAS HAVE BEEN ADDED TO DRAINAGE AREA 1 IN PA =11'm
JUN 0 8 2020
$Y;__

A
i�
+^� v�i .
a�'tia.,
/ �,i �'Y. .. �. • 7 .
i
' � ��t i

`5o
1.1, How was the off -site impervious area listed above determined? Provide documentation. The offsite area limit
was surveyed mid amounted to 6,369 SF which was all assumed to be impervious in the future.
Proiects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
EndangeredSpecies watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 0213 .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement anti operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htt12;//portalmcdennorg/web/wq/ws/su/bmp-manual.
V1. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
httn://vortal.ncdenr.org/web wgZws/su/statesw/forms docs. Tiie complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map athttp://portal.ncdenr,org/web/wiyg w zsu/mal2s.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and 'initialed in blue ink. Download the latest versions
for each submitted application package from http:/ /portaimcdennorg(web/wg/ws/su/statesw/forms docs.
Lutials
1. Original and one copy of the Stormwater Management Permit Application Forni.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if ri quired as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed signed and at and O&M
agreement(s) for each I3MP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
littp://www.envlieli2.org/12ages/onestopexi2ress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
the project. This is required in addition to the brief sunimary provided in the Project
Information, item 1.
6. A USGS map identifying the site location, If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1� mile of the site boundary, include the 1h
mile radius on the map, /
7. Sealed, signed and dated calculations (one copy).
S. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location snap with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streanns and rivers, the MF1 W or NH W line of tidal
waters, and any coastal wetlands landward of the MHW or NF-I W lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dinnensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
t. Details of roads, drainage features, collection systems, and stormwater control measur5.=����
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person wh , FEB Z ����
made the dctermination on the plans,.
n. Vxisting drainage (including off -site), drainage easements, pipe sizes, runoff calculatio
o. Drainage areas delineated (included in the main set of plans, not as a separate documei
Form SWIJ-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
Copy of any applicable soils report with the associated SI-IWT elevations (Please identify n
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x"1"1" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration 13MPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWI-prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No: lti Is
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC ot
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per '15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
littp:/ /www.secretary.st,ite.nc.us/Corporations/CSearcii.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposes!
13UA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http lf12ortal.nedenr.orgiweb/Ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VII1. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Lngineer:_Steven M. Rice, P.E.
Consulting Firm: Rice & Associates, PLLC
Mailing Address: 182 I-leathwood Drive
City: Clayton State: NC Zip: 27527
Phone: (252 } 732-6688 Fax:
l-Lmail:_ stove.rice©riceassociatespl Ic.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 Iras been filler) out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) W. Mac Hines , certify that I
own the property identifies) in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) Beaufort Properties Associates PLL C _
provided with the submittal, which indicates the party responsible for the operation and maintenance of the
stormwater system.
ECEIVE
OCT 0 9 204
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6 BY,

dA

As the legal property owner I acknowledge, uuder'stalut, and agree by my signature belOW, that if Illy desiynalcd
,agent (entity listed in Contact Information, item'1) dissolves their COMpatly anti/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEM1_R Stormlwnter permit reveal,; Nick
to me, the property owner. As the property owner, it is illy responsibility to notify DEIVILR immediately and
submit a completed Name/(}warship Change Form within 30 clays; otherwise I will be operating a storlllwaler
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of N General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil p nalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
MCI
16446J-94-
, a Notary Public for the State of County of
_. do hereby certify that �"- personally appeared
before me this 2 ay of r„ '. ,.. Mf 2f1lf and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
`►olltlelrtlfrl
Y
_Q �
�.
'?
'ate
r
i +
X. APPLICANT'S CERTIFICATION
SFAL
My commission expires
I, (print or type imme of person listed in Contact Information, item In) W. Mac Hines, Member/ ganger
certify that the information included 6n this permit ilppllCateUll form Is, to the best of my knowledge, corract and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will he recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NLCAC 21.1 A000 and any other applicable state stormwater requirements.
Signature: Date: t=;7 C
I,-JAfM L f0rtCeVm-" . a Notary Public for the Slate of M% Caedl; County of
C,o►1<'��.� - - - _, do hereby certify that W • �� �'� rveg _ personally appeared
— — 4
before me this to day of fl�� and acknowledge the clue exccutnofte appl,c4r on for
a stormwater permit. Witness my hand and official
Form S W U- l0 i Version Oct. 31, 2013
SEAL
My commission expires co I U 'off
EcEIVE
OCT 092019
Page 6 ot• 6 BY:

.
/
`\
, + .
. . �
8] � fit,
�N
^

Permit No.
(to be provided by DWO)
of VJ ArFR
L MA
HCDENR abwai
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Iterns Checklist (Part 111) must be printed, filled out and submitted along with all of the required information,
IL, PROJECT INFORMATION , a
Project name Sea Grove Single Family Subdivision, Carteret County, Beaufort, NC
Contact person Steve Rice, P.E.
Phone number 252-732-6688
Date 3-Jun-20
Drainage area number No. I - Asbuill Stornwaler Pond
­4 4.., DESIGN INFORMATION
V
Site Characteristics
Drainage area 233,514 q2
impervious area, post -development 135,848 ft 2
% impervious 58.18%
Design rainfall depth 1.5 in
Storage Volume: Non -SA Waters
Minimum volume required 16,636 a'
Volume provided 17,301 113 OK, volume provided is equal to or in excess of volume required,
Storage Volume: $A Waters
1.5" runoff Volume it 3
Pre -development 1 -yr, 24-hr runoff ft3
Post -development 1-yr, 24-hr runoff ft3 C A
Minimum volume required
Volume provided ft3
SEA
Peak Flow Calculations
8293
Is the preipost control of the 1 yr 24hr storm peak flow required? Y (Y or N)
1 -yr, 24-hr rainfall depth 3.7 in
Rational C, pre -development 0.45 {unitless) •......0
Rational C, past -development 0,56 (limitless)14
Rainfall intensity: 1 -yr, 24-hr storm 3.66 inihr OK
Pre -development 1 -yr, 24-hr peak flaw 5,33 ftl/sec
Past-devolopment 1 -yr, 24-hr peak flow 3.02 ft'lsec
Pre/Post 1 -yr, 24-hr peak [low control -2.31 ftl/sec
Elevations
Temporary pool elevation 6.94 frnsl
Permanent pool elevation 5.81 fmsl i2.4
SHVVT elevation (approx. at the perm. pool elevation) 6.30 fmsl
Top of 1 Off vegetated shelf elevation 6.40 imsl
Bottom of 101 vegetated shelf elevation 4.90 imsi
Sediment clearioul, top elevation (bottom of pond) -0-20 fmsl
Sediment cleanout, bottom elevation - 1 .20 fmsI
Sediment storage provided 1,00 ft
Is there additional volume stored above the state -required temp. pool? N (Y or N) ECEIVE
Elevation of the top of the additional volume tmsf JUN 0 8 2020
Form SW401 -Wet Detention Basin-Rcv,9-4118112 Parts I. & 11. Design Summary, Page 1 of 2

Permit No.
' ilo be provided by DWO)
t
Ill. DESIGN INFORMATION
Surface Areas
Area, temporary pool 16,165 ft2
Area REQUIRED, permanent pool 11,676 ftz
SAIDA ratio 5.00 (unitless)
Area PROVIDED, permanent pool, A, ,_per, 13,882 ft' OK
Area, bottom of 1Oft vegetated shelf, Abt_,,o„ 12,200 ft'
Area, sediment cleanout, top elevation (bottom of pond), Abw_por,d 6,351 ft'
Volumes
Volume, temporary pool
17,301 fll
OK
Volume, permanent pool, VP, 1_P�,
58,832 ft3
Volume, forobay (sum of forebays if more than one forebay)
11,633 ft'
Forebay % of permanent poo€ volume
19.8%, %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
MounlaiNPiedmonl SAIDA Table Used?
N (Y or N)
SAIDA ratio
5.00 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Vpenr, per,
58,832 ft'
Area provided, permanent peal, Ape,pO,
13,882 ft'
Average depth calculated
ft
Need 3 ft min.
Average depth used in SAIDA, daY, (Round to nearest 0.5ft)
ft
Calculation option 2 used? (See Figure 10-2b)
Y {Y or N)
Area provided, permanent pool, Acemjc,31
13,882 ft'
Area, bottom of 101 vegetated shelf, A, Shen
12,200 ft'
Area, sediment cleanout, tap elevation (bottom of pond), Apo,_,.
6,351 ft'
'Depth' (distance blw bottom of 10ft shelf and top of sediment)
5.10 ft
Average depth calculated
4,14 0
OK
Average depth used in SAIDA, daY, (Round to down to nearest 0.5ft)
4.0 it
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice ('ii circular)
2.00 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (Ca)
0.60 (unitless)
Driving head (l
0.57 ft
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (Cw)
(unitless)
Length of weir (L)
ft
Driving head (H)
it
Pre -development 1-yr, 24-hr peak flow
5,33 ft3lsec
Post -development i-yr, 24-hr peak flow
3.02 fPlsec
Storage volume discharge rate (through discharge orifice or weir)
0.08 ft3lsec
Storage volume drawdown time
2.50 days
OK, draws down in 2.5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
6 :1
Insufficient shelf slope.
Vegetated shelf width
6.0 ft
Insufficient shelf length.
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
1.8 :1
OK
Trash rack for overflow & orifice?
Y (Y or N)
OK
Freeboard provided
Y It
OK
Vegetated filter provided?
N (Y or N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Capures all runoff at ultimate build -out?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
PUMP
ECEIVT
JUN 0 8 2020
BY: ___ — ------
Form SW401-Wet Detention Basin-Rev,9-4118112 Parts I, & II, Design Summary, Page 2 of 2

Permit Number:
(to he provided 1)), DWQ)
Drainage Area Number: OD/
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMW. 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.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one): � � V
❑ does [7-"] does not incorporate a vegetated filter at the outlet. FEB 2 4 202o
This system (check one):
❑ does [0 does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
-- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected.once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate the problem -
The entire BMP
Trash debris is present.
Remove the trash debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
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.
Wegetation is too short or too
Maintain vegetation at a height of
long,
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page l of 4

PCrmll Number
(to be provided by DWQ)
Drainage Areu Number: 04 l)l .V__
BMP element:
Potential problem.
How I will remediate the problem. -
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as renforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
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 pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
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 to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
`
hand. if pesticide is used, wipe it on
the plants rather than s ra in .
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the al al owth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention�Basin O&M-Rev.4 Page 2 of 4

a
Pcrmii Number:
(to be provided by D91Q)
Drainage Area Number: VO f
BMP element;
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
on the embankment.
-Remove-slu-ubs-immediately. - r:.,
1F1 (. I he'v ��'
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
the embankment.
Consult a dam safe specialist to
remove the tree. Gs•
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damn ed
Repair or re lace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401. Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads o 1 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads (v.d! feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation
Sediment Removal " 01 2 0 e anen
...... - - - IP
Volume
Bottom Elevatiot — i. a -ft Min.
Sediment
Storage
FORERAY
Pool
Sediment Removal Elevation 2•9_ _ Velum
Bottom Elevation ` l' 2'D 1-ft
MAIN POND
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Page 3 of 4

1
i
f
1

Permit plumber:
(to be pravided 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: 6 &A Gt ROV6 5L)DDIV151od
BMP drainage area nuniber: 49191
Print name: M aG 4 l ti e'5
Title: adwe'r
T
Address: / 0 (o L eOnda Pr, fear �r� C,
[hone:_-.—
c Signature: - Gc/, i
Date: / 0
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,ell Ane C , a N tary Public for the State of
C my of , do hereby certify that
personally appeared before me this
day of 4 and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
0. qiC �
'C-) Cri p
o o-
SEAL
My commission expires
- oz��
Form SW401-Wet Detention basin O&M-Rev.4 Page 4 of 4

FOR REGISTRATION REGISTER OF DEEDS
Karen S. Hardssly
Cart ...
I Co,Y,LY. NC
December 13: 2019 09:19:02 AM
JOYCE Am 13 P
FEE' $26.00
FILE 1 1657309
I
Prepared By Richard Stanley, PO Box 150, Zeaufort, NC 28.516
STATE OF NORTH CARO'LM
A21E NMOST TO COVMVWB,
CONDITIONS AND )iHlg RICTXONS FOR
SBA GROVR SUBDIVISION
AmE NDn;a BUILT UPON BReAff Fop. LoTg
AND PROVIDINO FOR ASSOCIATION
XANAGMNT OF STORidnT3R BASMM17S ON
LOTS 1 AND- 2, S$A ORO M SUBDIVISION
COUNTY OF CARTERET
THIS -AKMMMEZNT TO COVMgANTS, CONDITIONS AND RESMICTIONB is
made this _246,day of 5eptembe'r,2019,.by Beaufort Properties
Associates, LLC, Declarazit, Beaufort Homes, LLC, and the undersigned
owners of lots in Sea Grove Subdivision who have consented to this
amendment, herein "Owners" ; and all pexsons, firms and corporations
owning these Iota in sea arova Subdivision or hereafter acquiring
any of these,lots within Sea Grove Subdivision;
.WITN'ESSHTHt
WMRRMd Beaufort Properties Associates, LLC is developing Sea
drove Subdivision and has. recorded a plat: of the Subdivision in Map
Book 33, page 416,• Carteret County Registry, showing all 27 lots,
and with the recordation of the plat did execute and record
Restrictive Covenants subjecting all of the lots comprising Sea Grove
Subdivision to Covsnsnts,'Conditions and Restrictions recorded in
Book 1569,.page 365, Carteret County Registry; and'
WHEREAS, Beaufort -Properties Associates, LLC made some
technical amendments to the Covenants mainly pertaining to.
stoxmwater control, the maximum built upon area and other provisions
in order to be compliant with the requirements of the State. Stormwater
E(CEUVE
BY:

1657309
Management Permit No. 1608095, through Covenants recorded in Book
1583, page 187, at a time no lots had been sold or conveyed;
WHEREAS, the amended Covenants in Book 1583, page 187, failed
to have attached thereto the Maximum Built -Upon Area allocated to
lots I through 27, under the State Stormwater Management Permit No.
$We 160809, and Beaufort Properties Associates, LLC amended the
covenants in order to include therewith Attachment A from the
Stormwater Permit in order to show the Maximum Built -upon area
Allocated to each lot, said amendment being'recorded in Book 15B8,
page 390;
WHEREAS,. the Amendment in.Book 1588, page 390, also increased
the minimum annual dues from $600 to $900 per lot under subsection
2 of Section v;
WHEREAS, a subsequent amendment was recorded in Book 1634, page
445,which exempted lots 1 and 2 from the payment of dues, altered
the membership rights for the owners of lots 1 and 2, and reduced
the minimum enclosed dwelling area for each lot from 1500 to 1425
square feet of -enclosed dwelling area, among other things;
WHEREAS, lots 1 and 2 are owned by Ashley G. Hardison and Rock man
Hardison, and Beaufort Homes, LLC, which has consented to and joined
in this amendment;
WHEREAS, lots 6,15,17,21 and 23 are owned by Beaufort Properties
Associates, LLC, the Declarant, and Declarant reserved the right to
amend or change the uses and requirements as to lots still owned by
Declarant in Paragraph.3 of Section 11 of the Covenants;
Whereas, lots 7,8,9,10,11,14,20 and 22 are owned by Streamline
Developers, LI,C, which has consented to and joined in this amendment;
Whereas, other lot owners have executed Consents to this
Amendment so that the owners of two thirds of the'lots in this
Subdivision have approved this Amendment -in accordance with Sectien
IX of the Covenants;
WHEREAS, the built upon areas for some of the lots in the
Subdivision have -been exceeded by additions 'and improvements such
a3 walkways, patios, driveway areas -which were added after .
construction of the main dwellings based upon the mistaken assumption
that the method of construction and use of materials would not add
to the built upon area, so that it is now necessary for the built
upon areas 'for lots still owned by Declarant to be reduced, and
2

1657309
therefore the built upon areas for lots 2, 15 and 17 still owned by
Beaufort Properties Associates, LLC and Beaufort Homes,•LLC have been
reduced, and the Owners of lots 2, 15 and 17 have joined in this
amendment to reduce the built upon areas for.lots 2,15 and 17;
WHEREAS, the Built Upon Areas for the remaining lots have either
not be changed from the original built upon area requirements or in
some circumstances, the built upon areas for some have been enlarged
in order for the lots to now meet the built upon area requirements;
WHEREAS, the Covenants for the Subdivision obligate the
Declarant initially and then the Associaton to comply with and adhere
to the requirements of the State Stormwater Permit for the Sea Grove
Subdivision, and in furtherance easements for stormwater were
secured on lots 1 and 2 by instrument recorded in Book 1645, page
374, which Easements were amended in Book.1646, page 192 to clarify
that the maintenance and upkeep of the stormwater easements were the
responsibility of the Association, and an additional reason for this
amendment is to insure that the Owners and Association acknowledge
that the management, repair and maintenance of.the Stormwater
Easements on lots 1 and 2 are the responsibility of the Association;
NOW THEREFORE, in order to provide for the foregoing, Beaufort
Properties Associates, LLC,.as Declarant, and with the joinder of
Beaufort Homes, LLC, Streamline Developers and the consents of other
owners attached hereto, do hereby covenant and agree with all
persons, firma or corporations now owning or hereafter acquiring lots
within Sea Grove Subdivision, that these lots in the Subdivision as
shown on the plat recorded in Map Book 33, page 416, as amended, are
hereby made subject to the following amendments to the Restrictions,'
covenants, easements, terms and conditions which shall run with said
lots -and shall be binding on all property owners within said
Subdivision and their successors and assigns, to wit:
1. AMENDED BUILT UPON AREA RESTRICTIONS FOR LOTS.
Section 8 is amended to provide that the revised "Maximum Built -Upon
Area allocated to each lot is set forth on Attachment A.
As shown on.new Attachment A,• the maximum built upon area for lots
2, 15 and 17 are reduced and the.maximum built upon areas for the
remaining lots either remain the same or are increased so that 'all
lots are incompliance.
2. compliance_ with Applicable Provisions of -the .State and Local
.Stormwater Permits and Regulations.
'Lots 1 and 2 shall continue to be subject -to the applicable
provisions of the State Stormwater permit Requirement for Sea Grove
3

1657309,
Subdivision including a newly revised maximum Built Upon Area (BUA)
for lot 1 of 3725 square feet and for lot 2 a BUA of 3216 square feet.
Lots 1 and 2 are further subject to the State and local -requirements
for stormwater management and control applicable to lots 1 and 2 as
set forth in State Stormwater Management Permit.No. 1608095.
Provided, the Sea Grove owners Association, Inc: shall be responsible
for all upkeep, maintenance and repair of the stormwater easements
on lots 1 and 2, and all costs associated with the maintenance,
repair and management shall be borne by the Association:
3. Re -affirmation of Remaining Covenants. Except as amended,
all the remaining covenants shall remain in full force and effect.
IN WITNESS WHMOF, Beaufort -Properties Associates,'LLC,
Beaufort Homes, LLC, Streamline Developers, LLC and other owners
representing two thirds of the 27 lots, have executed this
instrument -effective upon recording..
Beaufort Properties Associates, LLC
By
W. Mac roes er Manager
Brenda B. Chadwick.Member Manager
STATE OF NORTUCJAROLINA
COUNTY OF
I, , a Notary Public. for the County and State
aforesaid, certify that W. Mac Hines and.Brenda B. Chadwick
personally came before me this.day and acknowledged that each is a
member manager of Beaufort Properties Associates, LLC_ a North
Carolina Limited Liability Company, and that each in such capacity
executed said instrument on behalf of the company for the purposes
set forth therein.
nIe_ss my hand and official stamp or seal s the �� dayi
of /�/A , .2019. 0\G`�A „
No -
my Commission expires; I : 2 9�
'�. ;M_
OUNTy `�o

1657309
CONSENT To AMRNQMBNT BY BEAUFORT HOMES,LLC
Beaufort Homes,. LLC, the current owner of lots 2 and 131
Sea Grove Subdivision, does consent to this amendment to the
Restrictive Covenants of Sea Grove Subdivision.-
This day .of , 2019.
BeaufortHomeLLC
n ember Manager
By✓
Brenda B.-Chadwick Member Manager
STATE OF NOR NA
COUNTY O
I, I ,.'a Notary Pixblic for the County and State
aforeeaia, certify that'W. Mac Chadwick and Brenda-B. Chadwick
personally'came before me this day and acknowledged that each is a
member manager of Beaufort Homes, x,LC, a North Carolina Limited
Liability Company, and that each in such capacity executed said
instrument on behalf of the company for the purposes set forth
therein.
Xitneap my hand and official stamp or this the ` day
off 2019.
Notary Publi
My commissi n expires:
By 7-4
5
`11t11111II11,/j/
NCH
m �`a fi
C, .,
.
,
'/1IIf11111�1,

1657309
CONSENT TO AMENDMENT BY STREAMLINE DEVELOPS99,LLC
Streamline Developers, LLC;'the current owner of lots
7,8,9,10,11,14,20 and 22 of Sea drove Subdivision, does consent to
this amendment to the Restrictive Covenants of Sea Grove Subdivision.
This ___day of 2019.
��� Streamline Developers, LLC
y
Member Manager .
STATE OF ANORC.. O
COUNTY OF
I, No ary Public f r the County and State
aforesaid, certify thatpersonally came
before me this day and act wledged that.he-is a member manager of
Streamline Developero, LLC, a North Carolina Limited Liability
Company, and that -in such capacity he executed said instrument on
behalf of the company.for the purposes set forth therein..
Wit es� my hand and off s amp or sea the day
of
�4 2019.
Notary is
My Commzsa'on "xpires:
By
,��511111F171lf,,,r
aXI �.
�o: i
/!!lf14144155���
6

1657309
CONSENT TO AMENDMENT BY LOT OWNER
The undersigned lot owner in Sea Grove Subdivision, does consent to
the amendment amending the maximum built upon areas of Sea Grove
lots and providing for responsibility for the maintenance of the
stormwater easements by the Association -on lots x and 2
under the Stcrmwater Permit for the Subdivision and pursuant to the
Restrictive Covenants of Sea Grove Subdivision.
This day of 2019.
I ame(s) of Owners
4
I ura C.- Sicklin and' Paul Sicklin
Lot owned :l2
Si nut ea of lot owners
STATE OF NOR OLINA
COUNTY OF � -
I, a Not lic for the County and State,
aforesaid, certify that e- and
_personally came before me this day and
acknowledged the due execution of the foregoing consent for the
purposes set forth therein. r�
Witness my hand and official stamp or -seal, this the 2 44,v
of— 2019.
Notary Public
My Commissi01,10 s:
By
i]

1657309
CONSENT TO AMENDMENT BY LOT OWNER
The undersigned lot owner. in Sea Grove Subdivision, does consent to
the amendment amending the maximum built upon areas of Sea Grove
lots and providing for responsIbility for.the maintenance of the
stormwater easements by the Association on lots 1 and 2
under the 8tormwater Permit -for the Subdivision and pursuant to the
Rastrictive Covenants of Sea Grove Subdiviaion
Name(s) of Owners
Rockman and Ashley G. Hardison
Lot owned: •1
STxatuzea f t owners
STATE OF NORTH" INA
COUNTY OF QY
I, a Notary Public for the County and State
aforesaid, certify that oc oiari Y' r.5o and
A,>hIe y 0 ' Aw(A�r n -personally came before me this day and
acknowledged the due execution of the foregoing consent for the
purposes set forth therein.
Witness my hand and official stamp or seal, this the Ll0 day
oL�, 2019. T
My Commission expires: Notary Pubic, NO" iroilne
CirlOfOl CounlY
BY My COTrn113jon EkPU85
8

1657309
CONSENT TO AMENDMENT BY LOT OWNER
The undersigned lot owner in Sea grove Subdivision; does consent to
the amendment amending. the maximum built upon -areas of Sea Grove
lots and providing for responsibility for the maintenance.of the
atormwater easements by the Association on lots 1 and 2
under the Stormwater permit for the Subdivision and pursuant to the
Reatrictivo Covenants of Sea Drove Subdivision
Name(a) of
owners/
Lot owned:
Si Lure £ lot own
STATE OF NORTH AROLTNA
COUNTY OF ifntvr
a Notary Public for the County and State
aforesaid, ertify that T-!�A and
personally came.before me this day and
acknowledged the due execution of the foregoing consent for the
purposes set forth therein.
Witness my hand and official stamp or seal, this the 2-44a.y
of^ d- , 2019.
Notary iu� J lbal.r
My commission,i ea: ; ��-' L)
By

1657309
CONSENT TO AEI M ' " BY LOT O' nM_
The undersigned lot owner in Sea Drove Subdivision, does consent to.
the amendamant amerWng the maximm built upon areas of Bea,Grove
loti and providing for remponsibility for the maintenance of the.
atormwater easements by the Association on lots I and 9
undor the Stormveter Permit for the Subdivision and pursuant to the
Restrictive Covenants of Sea Grove Subdivision
�r�.r Rc f' Jc�•SA�i �S• ��yr��- .
Lot owned!
Signatures of -lot owners
y ••
STATE OF NOR O k 13A
COUNTY 0
I , a to Public for the ' Ttj_ �id Dale r
aforea i , rtify that �I /(/�� and G'f'C+
,personally came before me thi�' ana''.
acknowledged the due execution of the foregoing consent fot+,,e ��`3,•'`
purposes set forth therein.
s y hand and official stamp os seal,. Chia the I7
of 2019.
Notary i
My Commission ea i es:
ey
l0

1657309
CONSXNT TO AMBMb(.=T BY LOT OWNER -
The undersigned lot owner in Sea drove Subdivision, does consent to.
tha amendment amending the maximum -built upon azeas of Sea•Grove
Iota and providing for responsiollity for the maintenonoe of the,
stormwater easements by the Association on lots 1 and 1
under the Stormwater Permit for the -Subdivision and pursuant to the
Restrictive Covenants of Sea Grove Subdivision
N (e} 8 Owners
l.
Lot owned: 0
signaSgres o o wnerg
STATE OF OR I A
COUNTY OF.
I, ,
Nota Publ c r the Co State
L
afore i cer ify that
and
ere nall§ came before me this day and
acknowledged- the due execution of the foregoiaig consent £or•the
purposes set forth therein.
flf�1�i as'my hand and official
,., sots.
stamp or goal,. this
My Commieeio ej iree:
Notary
-0. r A :!

1657309
CONSENT TO AMENDMENT BY LOT OWNER
The undersigned lot owner in Sea drove Subdivision, does consent to
the amendment amending the maximum built upon areas of Sea.Orove
lots and providing for responsibility for the maintenance of the.
stormwater easements by the Association on lots 1 and 2
under the Stormwater Permit. for the Subdivision and pursuant to the
Restrictive Covenants of Sea prove Subdivision
Name(s) of Owners
Si►>u�d�
Lot owned.•
Signatures of lot owners
STATE OF NORTH Oi, NA
COUNTY OF A
I, a NAta Public fa the County and State
aforesai , cer ify that �&2and
personally came before me this day and
acknowledged the due execution of the foregoing consent for the
purposes set forth therein.;
t44444411r1r/,
t'
ess my hand and°official stamp ,,t e day
ofV� 2019. '
Notary Pu�t�l, e i
My Commission expires:NC
r�rru1444`4
- 16

1657309
SEA GROVE AS -BUILT AREAS
PREPARED BY STEVE RICE, PE
ATTA, p- M "-r "^" 10/4/2019
Asbuilt
calculations based on surveys provided by Strickland
Surveying,
PA,
�cc<%Ht{ukf"
Prestige.Land
Surveying,
PA and Byrd
Surveying,
PA
The allowed
BUA's
were
adjusted to reflect constructed overages and
reductions of lots
built upon and/or not yet built
upon to provide a
reserve
s
_
of 3615F.
SURVEY
�► P
LOT ALLOWED
ROOF
DRIVE/CONC
PAVERS/SW
TOTAL
BUA
4 y \�,,�
LOT# AREA, 5F
RUA, SF
AREA.SF
AREA, SF
AREA
BUA, SF
CALS. 5F
C � �T `� COMMENT
1
7450
3725
2362
292
39
2693
2701'
RUA a B SF < SURVEY & 1032 SF < ALLOWED
2
8788
3216
2414
436
31
2881
2848
Allowed BUA Reduced for Other lot Overages
3
5914
2957
2389
399
29
2816
2916 '
BUA = SURVEYED AREA & 141 SF <ALLOWED
4-
5000
2844
2422
282
140
2844
2844
ADDED OVERAGE TO INITIAL ALLOWED BOA
5 .
5775
3112
2464
497
151
3112
3133
ADDED OVERAGE TO INITIAL ALLOWED BUA
- 5
5311
2655.
0
NOT BU
PROPOSED BUA = 2655 SF = ALLOWED
7
5734
2867
2228
333
61
2622
2622 •
BUA = SURVEYED AREA & 245 SF < ALLOWED
B
5494
2747
0
NOT BU
PROPOSED BUA - 2747 SF = ALLOWED
9
5073
2536
0
NOT BU
PROPOSED BUA = 2536 SF = ALLOWED
10
5204
2602
0
NOT BU
PROPOSED BUA = 2602 SF = ALLOWED
11
5864
2932
0
NOT BU
PROPOSED BUA = 2932 SF = ALLOWED
12
10600
4900
2868
914
727
4509
3884
Allowed 8UA Reduced for Other Lot Overage
13
7405
3703
2143
0
0
2143
UC
PROPOSED BUA = 3703 SF = ALLOWED
14
5000
2500
0
NOT BU
PROPOSED BUA = 250D SF = ALLOWED
15
6974
3298
0
NOT BU
Allowed BUA Reduced for Other Lot overages
16
7441
4227
2881
824
522
4227
4217
ADDED OVERAGE TO iNfTIAL ALLOWED BUA
17
6989
3305
0
NOT BU
Allowed BUA Reduced for Other Lot Overages
18
5919
2959
2052
309
74
2435
2408
BUA < SURVEY & 551 SF <ALLOWED
.19
7621
3810
2572
914
75
3561
3625
BUA < SURVEY & 64 SF < ALLOWED
20
7559
3780
0
NOT BU :
PROPOSED RUA = 3780 SF =.ALLOWED
21
6119
3059
0
NOT BU
PROP05ED BUA= 30595F =ALLOWED
22
7274
3637
0
NOT BU
PROPOSED BUA=3637SF=ALLOWED
23
5540
2770
0'
NOT BU
PROPOSED BUA = 2770 SF =ALLOWED
24
5216
•2859
2442
252
165
2859
2913
ADDED OVERAGE TO INITIAL ALLOWED RUA
25
5134
2567
1960
276
246
2482
2482
8UA = SURVEY & 85 SF <ALLOWED
26
5142
2838
2320
291
227
2838
2838
ADDED OVERAGE TO INITIAL ALLOWED BUA
27
5842
2921
2195
372
37
2604
2fm
BUA = SURVEY & 317 SF < ALLOWED
28
7754
3877
2442
602
18
3062
3063
BUA = 1 SF < SURVEY & 815 SF I ALLOWED
RESV
3661_
- 361
0
361
0
361
N/A
RESERVE AMOUNT FOR FUTURE OVERAGES
179497
89564
48049

Permit Number SW8160809
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
christine.hall
Coastal SWRule
Coastal Stormwater - 2017
Permitted Flow
Facility
Facility Name
Sea Oaks Landing Single Family Subdivision
Location Address
Ne Corner Chadwick And Lennoxville
Beaufort
Owner
NC 28516
Central Files: APS _. SWP
7/15/2020
Permit Tracking Slip
Status Project Type
Active Major modification
Version Permit Classification
1.10 Individual
Permit Contact Affiliation
ON
rl7- Z0 w
MajoriMinor Region
Minor Wilmington
County
Carteret
Facility Contact Affiliation
Owner Name Owner Type
Beaufort Properties Associates PLLC Non -Government
Owner Affiliation
W Mac Hines
106 Leonda Dr
Dates/Events Beaufort NC 26516
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
9/13/2016 101912019 7/15/2020 7/15/2020 9/13/2024
Regulated Activities Requested /Received Events
State Stormwater - HD - Detention Pond Additional information received 618120
Additional information requested 1l7120
Additional information received 2124/20
Additional information requested 5121120
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

Ll u�w� o�����y,,,�.�,�aw
li