SW8020830_CURRENT PERMIT_20220121

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 p2 O $ 30
DOC TYPE
® CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 O22 O1 9-1
YYYYMMDD

ROY'COOPER
Governor- -
ELIZABETH S.'BISER
BRIAN WR_ ENN
L>ilector,
January 21, 2022
Fort Benjamin Commons, LLC
Attn: Patrick'P: Joyce, Manager
P.O. Box-190
Newpoit NC 28570
NORTH CAROLINA
£ar6brrmentat Quality
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 020830
Newport Triangle
Carteret County
Dear Mr. Joyce:
Effective_ August 1, 2013 the Post-Construction,Stormwater Management Program has been transferred from the
Division of Water Quality (`�DWQ".) to the Division of Energy, Mineral and Land Resources ("-DEMLR"). All
previous references to DWQ will remain in older -permits issued prior to August 1, 2013 until they are modified.
Please note that this permit.will now reference DEMLR as "the Division responsible for enforcemnofepit.thm
'Be Division of Energy,.Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject;perrad on January;l8, 2022. The, Division is hereby -notifying -you that permit SW8 020830 has been
renewed,. updated, and re -issued on January 21, 2022,-as attached. Please be aware that the One and re -
issuance of this stornwater permit does not imply that the site is currently in compliance.
This permit shall be effective until March 13, 2025 and does not supersede any other agency permit that may be'
required. The project shall be subject to the conditions and limitations as specified therein. This permit does not
impose new ire or increased stormwater control requments; it clarifies the rules and requirements of this program
to 'provide you with a, better- understand ng of your6bligations under this permit. 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. .
If any parts; requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudi-catory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B-o_f 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 6714Mail Service Center,
Raleigh, NC 27699-6714, or via telephone of 919-431-3000, or visit their website.at y ww COAH.eom. Unless
such demands are made'this permit shall be final and binding.
If you have any questions concerning this permit,,please contact Ashley Smith in the Wilmington Regional
Office, at [phone] or [e-mail]:
SinceeQrely,
c'ru' ^ t wnn
5.Z Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
noon+ D_E Q' North Carolina Department of Environmental Quality I Division of Energy. Mneral and land Resources
�/ Wilmington Regional Office 1 IN Cardinal Drive Extension I Wilmington, North Carolina 28405

State Stormwater Permit No. SW8 020830
Page 2 of
Enclosures: Attachment A —Designer's Certification Form
Attachment C — Permitting History
Renewal Application Documents
DES/arcs: \\\Stormwater\Permits &. Projects\2002\020830 HD\2022 01 permit 020830
cc: Ronald D. Cullipher, PE; The Cullipher Group, PA.; 151-ANC Hwy 24; Morehead City, NC 28557
Wilmington Regional Office Stormwater File
-L� North Carolina Deparonent of ErMronmental Quality I Division of Energy, Mheial and Land Resources
DE Q�� WRwngton Regional office f 127 Cardimi 6rive Extension I Wilmington, North,Carol=2 1405
s�� 910.796.7215

Post -Construction Stormwater Management
Permit No. SW8 020830
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION 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
Fort Benjamin Commons, LLC
Newport Triangle Commercial Subdivision
Between Highway 70 and East Chatman St., Newport, Carteret County
FOR THE
construction, operation and maintenance of three (3) wet detention ponds in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and as outlined in
the application, approved stormwater management plans, supplement, calculations, operation and
maintenance agreement, recorded documents, specifications, and other supporting data (the
"approved plans and specifications") as attached and/or on file with and approved by the Division of
Energy. Mineral and Land Resources (the "Division" or "DEMLR"). The project shall be constructed,
operated and maintained in accordance with these approved plans and specifications. The approved
plans and specifications are incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until March 13, 2025 and shall be subject to
the following specified conditions and limitations. The permit issued shall continue in force and effect
until the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission; however, these actions do not stay any condition. The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H.1000 and NCGS 143-215 1 et.al
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.
2. The subdivision is permitted for ten (10) lots, each limited to a maximum amount of built -upon
area as indicated in Section 11.17 (f) of this permit.
3. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.7 of this permit. The runoff from all built -upon area within the permitted
drainage area(s) of this project must be directed into the permitted stormwater control system.
The wet ponds designated as Pond 1, Pond 2, and Pond 3, have been designed to treat the
runoff from 416,399, 244,360, and 636,003 square feet of impervious area, respectively.
Page 1 of 9

Post -Construction Stormwater Management
Permit No. SW8 020830
4. The entire subdivision will be limited to a maximum of 1,296,762 square feet of built -upon
area.
5. A vegetated filter strip is not required for this pond as it has been designed for a 90% total
suspended solids removal efficiency.
6. Prior to the discharge of stormwater runoff from any lot into the approved stormwater system,
the permittee shall ensure that the proposed development on the lot is covered by a separate
Offsite Stormwater Management Permit.
The following design elements have been permitted for this wet detention pond stormwater
facility, and must be provided in the system at all times.
AN a;r Es °
Pond -1
. Pond'2
Pond 3
a Drainage Area -acres --
50nsde ftz
1062
89,472
373,194
6.23
114,388
157,123
1622
179,870
526,800
bTotahBtiilt°hJponArea ft?i:.
tstte; ft2:
ure Onsite, ftz
416,399
11,000
77,199
328,200
244,360
30,000
24,360
190,000
636,003
50,000
0
586,003
c> =l)esi n Stamiincties 1 _, ,t
1 0
1 0
1 0
d TPon`d^Deli 'nDe
70
70
TO
e:=�rrerno`val efficien `: `-»- = -_-- - _
90%
90%
90%
f.'- P.&ffk nenttP„ooliElevation FMSL'T-,t '
29.5
29.0
23.0
Permaneitt#PoolESurface Area; ft2 x.'
21,554
18,981
31,575
H? PermanenVPd5IiVolume ft':. ' m=
89,334
76,211
144,809
i."&­F.oieba"Volume W,. TTFVN"�4'0
18,153
17,440
31,454
Storan`e Volume;?ft3� °. ' ` "
34,0301
20,792
52,702
k..=Tem ora Storage Elevation; FMSL:
30.9
300
24.5
I:� = Cohtrolhh 'Orifice -inch-fd pipe: -
2.5
2 0
3.0
m. Fiwhtari1H6' "wer HP
1/3
1/4
1/2
n R6b&MW"St6 am /tRiveCBasin
Snows Swamp BranchAVhite Oak
oy Stream;#riiiez=Numtr r=
21-12
.' ='Cl'assification of Wat6fMbd :
C
II. SCHEDULE OF COMPLIANCE
1 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.
2. 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.
3. 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.
4. 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.
5 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
Page 2 of 9

Post -Construction Stormwater Management
Permit No. SW8 020830
6. All stormwater collection and treatment systems must be located in either public right-of-ways
or dedicated common areas or recorded easements. The final plats for the protect will be
recorded showing all such required right-of-ways, common area, and easements, in
accordance with the approved plans.
7. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
8. 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.
9. 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. 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.
11. The permittee shall, at all times, provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at the design condition. The
approved Operation and Maintenance Plan must be followed in its entirety and maintenance
must occur at the scheduled intervals including, but not limited to
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal
C. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
12. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR. The records will indicate the date, activity, name of person
performing the work and what actions were taken.
Page 3 of 9

Post -Construction Stormwater Management
Permit No. SW8 020830
13. 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 020830, as issued by the Division under NCAC
2H.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, DEMLR.
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 as follows:
Lot #
1Drains to
P.ond #
Allocated
BUA, ft2
1
43,200
M2=
1
135,000
M3=
1
150,000
t4=
2
110,000
t5=11
2
80,000
t6�
3
94,250
=7=
3
107,750
t8=
3
75,000
=9=
3
61,500
10
3
247,503
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 lot must drain into the permitted system. This
may be accomplished through providing roof drain gutters, which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales and directing them
into the pond or street. Lots that will naturally drain into the system are not required to
provide these measures.
h. Built -upon area in excess of the permitted amount will require a permit modification.
i. 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.
j. 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.
14. 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.
Page 4 of 9

Post -Construction Stormwater Management
Permit No. SW8 020830
15. Decorative spray fountains are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool surface
C. 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.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond, away from the
shoreline.
f. The maximum horsepower for a fountain in Pond #1 is 1/3 horsepower, in Pond #2 is
1/4 horsepower, and in Pond #3 is 1/2 horsepower.
16. 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
protect 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 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.
g. Other modifications as determined by the Director.
III. GENERAL CONDITIONS
1. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement on -site
stormwater systems. These additional or replacement measures shall receive a permit from
the Division prior to construction.
2. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to
the expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee as outlined in Title 15A NCAC
02H.1045(3).
3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION.
The permittee shall submit a completed Permit Information Update Application Form to the
Division within 30 days to making any one of these changes.
Page 5 of 9

Post -Construction Stormwater Management
Permit No. SW8 020830
TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This
request must be submitted within 90 days of the permit holder meeting one or more of
the following:
i. A natural person who is deceased,
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur.
b. TRANSFER INSPECTION Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit conditions
have been met and that the project and the on -site stormwater system complies with
the permit conditions. Records of maintenance activities performed to date may be
requested. Projects not in compliance with the permit will not be transferred until all
permit and/or general statute conditions are met.
5. COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of
this permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable
recorded documents, and specifications shall be maintained on file by the permittee at
all times
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
project.
C. ENFORCEMENT. Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the stormwater
rules is subject to enforcement procedures as set forth in NCGS 143 Article 21.
d ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
projects conformance with permit conditions
e. OBTAINING COMPLIANCE, The Director may notify the permittee when the permitted
site does not meet one or more of the minimum requirements of the permit. Within the
time frame specified in the notice, the permittee shall submit a written time schedule to
the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of modified plans and certification in writing to the Director that the
changes have been made.
f OTHER PERMITS. The issuance of this permit does not preclude the permittee from
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.
Page 6 of 9

Post -Construction Stormwater Management
Permit No SW8 020830
Permit renewed, updated and reissued this the 21st day of January 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
aw
Ana' i'D7ectok
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 020830
Page 7 of 9

Newport Triangle Commercial Subdivision
Stormwater Permit No. SW8 020830
Carteret County
Attachment A
Designer's Certification
Post -Construction Stormwater Management
Permit No. SW8 020830
Page 1 of 2
I, , as a duly registered in the State of
North Carolina, having been authorized to observe (periodically/weekly/full 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

Post -Construction Stormwater Management
Permit No. SW8 020830
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.
cc: NCDEQ-DEMLR Wilmington Regional Office
Town of Newport Building Inspections
Page 9 of 9

Attachment C- Permitting History
Newport Triangle
Permit No. SW8 020830
Approval
•:,;- _ .: :r::.:.. a:.
PermltActiori
:. BIMS
'v:.:r.:-
'Description'' ofthe.Changes
Date'„'z',-3`:.
:
Veis�on'
3/3/2003
Original
1.0
Approval
8/4/2011
Modification
1.1
Move location of Pond #1 without additional
BUA or drainage area to the pond
Provides for a temporary grassed swale
conveyance leading from the eastern end of
the proposed access road between lots 3 and
4, into Wet Detention Pond #2 until such time
as the permitted conveyance system of catch
7/13/2012
Plan Revision
1.2
basins and piping can be installed. The
temporary Swale was needed to direct runoff
from a portion of the access road that is being
built in conjunction with the development of
Lot #3 for the Hospice House under permit
number SW8 120402.
1/21/2022
Renewal
2.0
Expires March 13, 2025

II . - - . - -- _. . . .- - UEMLK USt UNLY - - . - " - " II
+ Datr Rec ived
Fee Paid
Permit Number
as
i 3 =
8 aao 30
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 NumberSW8 020830
2. Project name: Newport Triangle Commercial Subdivision
3. Protect street address: US Hwy 70W
E!
City: Newport County' Carteret ZIP'
What, if any, changes have been made to the project as permitted? None, Pond 3 Not Constructed
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/about/divisions/energy-
m i n era I -I a nd-resources/en a rg v-min era I -I a n d-ru I es/sto rmwate r-program/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://deg.nc.gov/abouYdivisions/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' Fort Benjamin Commons, LLC
2. Signing Official's Name: Patrick P. Joycer
3. Signing Official's Title: Manager
4. Mailing Address: PC Box 190
City, Newport State: NC s ZIP 28570
5. Street Address. 6994 US Hwy 70E
City Newport State' NC ZIP : 28570
6. Phone: ( 252 ) 241-8752 Email: [e-mail]
JAN 18 2022
s
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) orDEMLR
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:
Pi 1. A permit application processing fee of $505.00 payable to NCDEQ.
Pi 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.
Pi 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.
Pi 4. O&M Agreements, Please select one:
0 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 not required by permit to be recorded, O&M included in permit
❑ 1 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
Pi 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.
Pi 6 [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
Pi 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).
httos://www.sosnc.gov/online services/search/by title/ Business Registration
JAN 18 2022 j
BY:_
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
Patrick P. Joyce, Manager , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&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, co nd�mpl a
Signature: rr`` Date:
NOTARIZATION:
execution of the forgoing instrument.
(Notary Seal)
a Notary Public for the State of
do hereby certify
appeared before me
owledge the due
l
Witness my hand and official seal,
Notary Signature: AIIAM R. tA)&QP_�
My commission expires 1 1 ' W I WQA
S4 M^.TARP OS
X =
PUB0't
°
�A yy'
JAN 18 2022
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No.
(to be provided by DWQ)
S .�.> . ;.. .: .. :•. `_� �:,��.. fate of North,Carolina„y ; ., ..- _ ._:,: zr.% be c LUX 0c':
Department ot-Enviroitriient and Natural Resources. =
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT " r-
This form maybe ph_ otocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention' basin
supplement for each basin, design calculations, and plans and specifications showing all _ basin and outlet
structure details.
I. PROJEGT INFORMATION
Project Name:
ContactPerson:_
Phone Number.
For projects with multiple basins,+specify which basin this worksheet applies to: `+won ( -4-- .-
elevations
Basin Bottom Elevation , ;
22 ,S __.. _•. ft-,:: •.;,,(floor of the basin)
Permanent Pool Elevation -
_: 2e1. S ' . = ftr ': ` (elevation of the orifice)
Temporary Pool Elevation
P �Y
�D •cj_ , ft. _ ,, • .;; elevation o thea structure overflow)
g
.discharge .
. ..
^.
.. .-Z�;')::
i^•{`.i Y1Fy! •C�:'il'r.•[I: Ihi , `1' / -.. ., ,* ..... w.Y.v... ...-u. -..._
areas
..., :�;.,,z,.... a�.r ...••_t - x ;,�;:;:� x; ' ..: .,:: •:, ..w . -. w+....• .....m
Permanent Pool Surface Area 21.55!%.-
sq. ft (water surface area at the orifice elevation)
Drainage Area
..-A-A6E(,66. air'S�i,(on-site and off. -site drainage to the basin)
Impervious Area
1A 1 f0 19 ..- ae..SJR; (on -site and off -site drainage to, the basin)
volumes
Pool Volume eel P
4: , cu.: ft.. (� the vo ume of main basin and forebay)
Temporary Pool Volume ft. Jvolume detained above the permanen_ t pool)
Forebay Volume N51 1::,3 cu. ft. (approximately 20% of total volume)
Other parameters
SA/DA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw' -down required)_
(minimum 85% required)
vi
Farm SWU-102 Rev 3.99 Page 1 of 4, .

.,J
. Footnotes: _.
t When using the Division SA/DA tables, the correct SA/DA iatio+for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should -be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative 1. filter may be waived if the wet detention basin is designed to provide
90% TSS removaL, The NCDENR B W manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST _
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(WC. Department of Environment, Health and Natural Resources, Febru 1999) and Administrative Code
Section:,15 A NCAC 2H .1008. `
Initial, in. the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
VU( a e permanent pool dep�l is between 3 and,6 feet (require mtr,mum of 3 feet).
CS t5-7,, based 0 SIE/PA90'!.�s r�W ZZ.
rb; he iNa- y-volume is approximately equal to N orthe basin volume.
�X c. The temporary pool controls runoff from the design storm event.
d: The temporary pool draws down in 2 to 5 days.
• :', e. If required, a 30400t vegetadw filter is provided at the outlet (include -non -erosive flow.
calculations)
basin length to width ratio is greater than 3:1.
IGYJ(_ g. The basin side slopes above the permanent pool are no steeper than 3:1.
=1U: h: A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i ?i Vegetative cover above the pennanenfpool elevation is specified:
'A' trash rack or similar device is provided for both the overflow and orifice.
recorded drainage easement is -provided for each basin including access to nearest right-
of-way. To be v'eCerz:
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
iy..i:
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) 0 does ' does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
�'iB. tv
1. Affer every significant runoff producing rainfall' event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition. _...
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2,to 5 days as designed. .
2. Repair eroded areas immediately, re --seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate,manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that, it will give an accurate
.; depth'ieading and not readily penetrate into accumulated sediments.
z: When the.permanent, pool depth;reads, 5i 2s feet in the'.main pond;, the sediment-shall.be removed:
When. the, permanent pool -depth reads, r 29 -feet in the forebay, the sediment shall. be,iemoved.
BASIN DIAGRAMI%
(fill in the blanks)
p Permanent Pool Elevation r%'J .Vr
Sediment
Bottom
E1.2 l�
FOREBAY
Sediment Removal Elevation
Bottom Elevation
MAIN POND
75%
25% f ,
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.' .
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

r
7. All, components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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.
Print name: oji c k PQu,+ ./ oV e e_ -
uate: r� 1 u i
Note: The legally responsible patty 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, Oty1 •iuyttn16_; a Notary Public for the State of ri &,
County of CYd uC1 do hereby ce'rdfy_that PA iGk- Pa 11 Ce
personally appeared before me this 23 day..of . ZOo2 and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
i
e
NOTq . y
9A`eLiC � m`
OR
SEAL -
My commission expires L
Form SWU-102 Rev 3.99 Page 4 of 4

,,d
Permit No.
(!n be provided by DWQ)
.State of North Carolina
_.. Departgient of Enviroitntent and NaturaI Resources:
Division of Water Quality
,Z: -7 °<ta1 .�?'¢':_•,•J ._ tU,... ' .t:.°0`�:`� .. n._'9: wzG:. d?..�, �m --,..r _:>W...:.....-
STORIvfWATER, MAIVAG"E"NMNT PERMIT APPLICATION FORM"
WET DETENTION BASIN SUPPLEMENT°
This form maybe photoropied for use as an original
-.-_.�:b.. __i1'
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form- a wit detention basin
supplement for each basin, design calculations, and plans- and specifications showing all basin and outlet
structure details. <: _...
,
I. PROJECT INFORMATION
Project Name: e.
Contact Person: i�al ri�IC :a PA ,I'sZ p.l Ce Phone Number.:
For projects with multiple basins, specify which basin this-workshe'et applies to:$, Po'rad 2
elevations 3, ; - " c , ;;.•_,;.. y
•
Basin Bottom Elevation . 2.2..c7 ft., (floor of the basin) s - _,:,•:: ':_ . ,_
Permanent Pool Elevation Vi 0 f((elevation of the orifice)
Temporary Pool Elevation.. �D:C). ' ..: ft .,,;.., (elevation of the discharge,structure overflow)
-. -.... i': k^.r+sL.-`fbii.1. Nor TT
areas
_,....—..�
areQS t`'L ... .. _ v._
Permanent Pool Surface Area, i39Q�. sq. ft,: (water surface area at the orifice elevation)
,..,__.
Drainage Area 2 7.151,E .SF;. (on -site and off site.drainage_to,the basin)
_.... _. .
Impervious Area 2�-F:y 360 a, s_. (on -site and off.-site_drainage ta the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA1
Diameter of Orifice'
Design Rainfall
Design TSS Removal 2
-7)61 cu:,ft.. (combined volume of mein basin and forebay)
'LO"7q 2....,eu. ft.::,(volume detained above: the permanentpool)
114 y Q cu. ft. (approximately 20% of total volume)
_:�(:'J'.:: ".if g cif. _'_•�:1p: _;
3 (surface area to drainage area ratio from DWQ table)
Z- 03 `:: in. (2 to 5 day temporary' pooI'`drdw=down required)
in.
cl D % (minimum 85% required).
Form SWU-102 Rev 3.99
Page 1 of 4

Footnotes: --___--
1 .When using the Division. SA/DA tables, the coriebt SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should -be employed to determine the correct value for non-
standiid table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removaL. •The NCDENR BUF manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008. f,
Initial in the spate' provided to indicate the ' following design requirements have been met and supporting
1JIdocumentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials "
C a
e rm ent 1 depth is betvveen and 6 feet Srered-minimum of 3 feet).
g� 7,0' Vansed o� �^ tp�'ao' per DWQ
b_.
T eiteba�e is appronmately equal to 20% of the basin volume.
p�{/JG c.
The temporary pool controls runoff from the design storm event.
The temporary pool draws down in 2 to 5 days.
�: e.,.
If required, a 30400t-vegetathe_filter is provided at the outlet_(include,non-erosive flow .
-
';`t=:=`i:f -The basin length to width' ratio is ater than3:1. = ,
mil✓ g.
The basin side slopes above the permanent pool are no steeper than 3:1.
L h.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
rLYJG ys`:;;tt' i"
Vegetative cover above the peimanenf'pool elevation is specified.
`A
trash rack or similar device is -provided for both the overflow and orifice.
'
A recorded drainage easement is'pcovided for each basin including access to nearest iight-
of-way. -h;) ►ae ve co rr" .
y-�,�,�
1:
If the basin is used for sediment and erosion control during construction, clean out of the.
basin is specified prior to use as a wet detention basin: ' = '
l�/1✓ G • m.-A
mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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) 0 does X-does not
This system (check one) 0 does does not
incorporate a vegetated 'frlter at the outlet
incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1.' • After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, J
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e stockpiling near a wet detention basin or'stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
sdeptli reading and not readily penetrate into accumulated sediments.
When the permanent pool depth,reads 5' . feet in.the.main.pond, thesediment-shall be removed.
_,hep;the permanent pool depth reads a.a5 feet in the forebay, the sediment 'shall -be removed. .
BASIN DIAGRAM
01 in the blanks)'.
0 Permanent Pool Elevation 29.0
Sediment Re ova! EL ----- 75
---=----- - Sediment Removal Elevation 3. 75 L5%
Bottom Ele ption %
---------------------------------------------BottomElevation 22,0
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.-
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. 1. agree. to notify,, DWQ of any problems with-the,system or prior to any
changes to the system or responsible party.
Print n-ame:. P'X7 V i Ck
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, MLI`i%N L L• Mevri K U-e: a Notary Public for the State of Mo V+k ' l_ aA;-,oI tvi a
Countyof CYQa-CI do hereby certify that 24+yi ck Ra u-I
personally'appeared before me this dayof Q I4) S+1 O and acknowledge the due
execution _of the forgoing wet detention basin maintenance requirements: Witness my hand and official seal,
,�• NOTgRY �2 'A tm=
p'i VBLIC :'
toCOUN-18#818411I A' `.
SEAL
My commission expires OCT o%9, POLL3
Form SWU-102 Rev 3.99 page 4 of 4

Permit No. 5w L' O 2
(to be provided by DWQ)
r,,,,: _State:of_North•_Carolina;�
=: Department of -Environment and Natural Resources.
Division of Water Quality
::. ...:
s
STORMWATER MANAGEN ENT PERMIT`APPLICATION FORM "
WET DETENTION BASIN SUPPLEMENT
This form use as an ongrna
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet' detention basin
supplement for each basin, design, calculations, and plans and specifications showing all basin and outlet
structure details:'
I. PROJECT INFORMATION " t
Project Name: NQ O t 1
Contact Person: ' C k•PKUJ Phone Number•,- (2S2)-7•'23--31 "f
For projects with multiple basins, specify which basin this worksheet applies to: - P01'idelevations
r
Basin Bottom Elevation,.,;.,_ -Ih.O : fr.. -; (flooro.thebasin
. - 1, )
Permanent Pool Elevation . _ 236. ft.` ''. (elevation of the on ce
-,,.., (elevation of the discharge structure overflow)
Temporary Pool Elevation zli •s'
�;� ii.: i'�ti ..c..; ...-: ^ `x"xl t{y';A� ,i'.Gi., :'.io- •a�_ ,y;?-. .. .: ��+i✓. ';?�.. .•f i� ...., s... ._ ..
areas
Permanent Pool Surface Area• 31S7S sq. ft.,, (water surface, area,af the orifice elevation)
Drainage Area;;;,;_!._,,,, --'1017f�7D - ,; :. (on -site, and off. -site drainage to the basin)
Impervious Area, . ,- (n310 0 03 ae.S(on, site and off -site drainage to, the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters,
SA/DA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Form SWU-102 Rev 3.99
,: ,. .....-..._ :.y } p .....-_---•---
1 L4 y (3M cu. ft._ . (Z-Aidemad.volume or main basin and forebay)
52702 •_. ,cu. ft.:' ((volume detained above_ the perman olument pooh
314IA cu. ft. (approximately 20% of total volume)
3.9 (surface area to drainage area ratio from DWQ table)
3 in. (2 to 5 day temporary' -pool •draw=down required)
9 D % (minimum 85% required)
Page 1 of 4, .

Footnotes:.-----..—.
When using the Division SAIDA tables, the correct SAIDA iado for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the coma value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal.. The NCDENR BW manual provides design tables for both 85% TSS removal and 90% TSS removal.
U. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: IS A NCAC 2H .1008. -
Initial in •tlie'space provided to indicate the following design requirements have been met and `supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
L a The pe ane t pool depth is between 3 and 6 feet.(re uired into hum of 3. feet).
l2lx. b. '{�h�is'Ld kxtscatN1 S/kf0� R1✓ -e q
re a volume is approximately equ to Ogo of a basin vo ume.
lz c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
]v 1 e... If required, a 30-foot vegetative._ filter is provided at the outlet (include non -erosive flow .
' 'calculations)
x% `r'•c ' f.= -The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
17G h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail) ` `
L ° Vegetative cover above the permanent pool elevation is specified.
�'A trash rack or similar device is provided for both the overflow and orifice: = '
k. ' A recorded drainage easement is provided for each basin including access to nearest iight-
ppyyyy of -way. ft be recot-
PIZ 1.• If the basin is used for sediment and erosion control during construction, clean out of th6
basin is specified prior to use as a wet detention basin:
1�1 JC • in. A mechanism is specified which will drain the basin for maintenance or an emergency.'
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet.detention basin system is defined as the wet detention basin, pretreatment including forebays anti•the
vegetated filter if one is provided.
This system (check one) 0 does oes not incorporate a vegetated filter at the outlet.
This system (check one) 0 does does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1.After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition. " -.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, -and remove trash as needed. '
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
r -
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or'siream, etc.):
The measuring _device used to determine the sediment.elevation shall be such that. it will give an accurate
depth reading tied not readily penetrate into.accumulated sediments:-
.
When the permanent pool_ depth:reads,52s feet in; the.mam.pond ,theaedimenfshall be removed.,
-a.When"the Permanent pool depth reads, 2.2b -feet in.the:forebay'r-the:sediment shalL. e�removed.
BASIN DIAGRAM
(fiU in the blanks) n
Permanent Pool Elevation '23,0 ,,
n+ua.•
Sediment Re oval EI. � -� 5 75 b
-------------- -- Sediment Removal Elevation �1 � 5 75%
Bottom Ele ation 96
-----------------=-------------------------- -------
Bottom
Elevation L(o
FOREBAY MAIN POND'
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order. ,
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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.
Address: P O eox 190 HfW,20 r+t Id C 285 70
Note: The legilly 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, "O-4+ tW U "OR-Ini U ?_ a Notary Public for the State of Qori+t CA two I
County of CA ayck\ do hereby certify that TK`}i' 1 C Pa t, I J-oU Ge
personally appeared before me this 23 day of .AO S i �C�Z, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
• Ern
'"' pVBLiG
r .
SEAL
My commission expires OV. a99 0POO
Form SWU-102 Rev 3.99 Page 4 of 4

08` 04-' 11 14:18 FROM-DENR Wilmington
Newport Triangle Commercial Subdivision
Stormwater Permit No. SW8 020830
Carteret County
Designer's Certification
910-350-2018 T-594 P0010/0011 F-807
IPermit No. SW8 020830
Page 1 of 2 --
I, ri.l rl Q . C0 1 ), p t wJ , as a duly registered_ p 6'b F-S- jcmrn PIfY.t in
the 9tate of North Carolina, having been authorized to o sery perlo Ic / ekly/full
time) the construction of the project,
(Project)
for f-n e.7 j1 NCnMnYjS .LLc(Project Owner) hereby state that, to the
best of my abilities, due care and diligent awe s 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: -I
Th is I's 0., em+C�-i CQx�trr D'I(fy, (W � co-,N d Cmq' Lj-'A V-1 .
l h I e t- a,,. d O u- lit r l p I n g wlz n v t' , >1 s4,G,h J
Si Cc +1v. 0+s care no, CO3C)coY,re��'
Shc.t1 SwC.I�S w171 1� �e� �
1 n Q,t ; 5 ca 0 J I I D w c )V is iY� C� aw SEAL O
Signature fM a �� S Ob ui
Registration Number (b p
\\\O, SI11111I
Date I a I Z, t 4po!'•a
,
SEAL
13343
2 ' vGINEF
i4
ECEIVE
APR 2 0 2012
BY:
Page 8 of 9

08-04-'11 14:18 FROM-DENR Wilmington 910-350'2018 T-594 P0011/0011 F-807
Permit No. SW8 020830
Certification Requirements: Page 2 of 2
Ek—Li. The drainage area to the system contains approximately the permitted
acreage.
rLk-2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
Mk-. 3. All the built -upon area associated with the project is graded such that the
paj��O_yo runoff drains to the system.
� 4. 1All roof drains are located such that the runoff is directed into the system.
g&�__5. The outlet/bypass structure elevations are per the approved plan.
D_�-6.
The outlet structure is located per the approved plans.
99 7.
Trash rack is provided on the outlet/bypass structure.
V-Q<- 8.
All slopes are grassed with permanent vegetation.
IZS�& 9.
Vegetated slopes are no steeper than 3:1.
_Jlf)-d0.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
N)) A 11. The permitted amounts of surface area and/or volume have been
p calf'. provided.
izL::C_12. Required drawdown devices are correctly sized per the approved plans.
E13. All required design depths are provided.
R 14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
P:Q:2� 15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Town of Newport Building Inspections
ECeEIVE
APR 2 0 2012
BY:
Page 9 of 9

08-04-'ll 14:18 FROM -DBE Wilmington
Newport Triangle Commercial Subdivision
Stormwater Permit No. SW8 020830
Carteret Countv
Designer's Certification
910-350-2018 T-594 P0010/0011 F-807
..... ...... „..r„�,.tv
Permit No. SW8 020830
Page 1 of 2 M-
I, Ruy) rJ rl L. C�� j p}I as a duly registered p � kSS1UY)J "A,Ax�in
the tate of North Carolina, having been authorized to o servEpend Ic / ekly/full
time) the construction of the project, --
M
(Project)
for Fy e ,, g f -A J A -MI A)(-L)M t�tl.S_ u C(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: `
Th i s is a, e D r"k-, cd C" � C c,- L (f, �x PA-, e 0-� C� C-M
.Z n l e tc,, cF c v-H-e-t f)P I n W<� nE�
S w alp
SEAL O
Signature tMr QCQ, ( A 4 p�k"
Registration Number. (b c,
Date 16 I I Z IA
Y3343
'L •:I;GtNEE � �
ihfs was
1114I2Z
Page 8 of 9

08-04` 11 14:18 FROVI-DENR Wilmington 910-350-2018 T-594 P0011i0011 F-80"1
Permit No. SW8 020830
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
f 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
�JG 4 reL runoff drains to the system.
4. '1AII roof drains are located such that the runoff is directed into the system.
g:�DC_ 5. The outlet/bypass structure elevations are per the approved plan.
U6. The outlet structure is located per the approved plans.
gAW-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.
_ I" 0. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
iJ I 11. The permitted amounts of surface area and/or volume have been
POD ,c . 61-. i. provided.
4--C 12, Required drawdown devices are correctly sized per the approved plans.
C&L-13. All required design depths are provided.
PQ-e 14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
P=j2f .15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Town of Newport Building Inspections
_v
JAN 18 ?0 l
Page 9 of 9

i4:18:FROM-DENR Wilmington
Newport Triangle Commercial Subdivision
Stormwater Permit No. SW8 020830
Carteret County
Designer's Certification
910-350-2018 T-594-F0010/0011 F-807
Permit No SW8 020830
Page 1 of 2
I, Rnna) A ),. ollinlm, , as a duly registered Spa W$dmek in
the State of North Carolin�ving been authorized to bserve no is /weekly/full
time) the construction of the project,
/ I Grntlil�. Cb mmw'G10.i
(Project)
And14�-.1
for Eo r7 den tevM i n Ca mrn�S LL.0 (Project Owner) hereby state that, to the
best of my abilitie , 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:
o�lD,;S Pond no .-L iS h)kln del c�
weak-✓. T)'� w,let' swczle.. -I� �, �D��, ;s' Q�P
allaw Fw ve l o r0 w�c
( h i s s i� a 11 a at t{ cr c ung r e3 0-Y,
n n n - ^ `? aFe r�4%y. SEAL
Signatur��� 1t--- raQ °
` SEAL �%
13 :
Registration Number 133 I = �, ; 13343 4r ;
Date I 24 j Z 2 oINE . �L \
��I 9�A••n•p \\
�I5 too o y\. Lots 1) Z S 3 .
o Lot-- 1
- RECEIVED
JAN 2 4 2012
BY:
Page 8 of 9

08-04-'11 14:18 FROM-DENR Wilmington 910-350-2018 T-594 P0011/0011 F-807
Permit No. SW8 020830
Certification Requirements: Page 2 of 2
r ` t — 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
I runoff drains to the system.
N 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.
6LD1 —6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outletibypass struct re.
See,c1 is m�n�
8. All slopes are grassed with - - •-•'-n.
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.
PK-12. Required drawdown devices are correctly sized per the approved plans.
QT�r-13. All required design depths are provided.
Q-f%(-14. All required parts of the system are provided, such as a vegetated shelf, a
pp�o� forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Town of Newport Building Inspections
RECEIVED
BYJAN242012
:
Page 9 of 9

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NORTH CAROLINA CARTERETCOUNTy
This INoumar4 and this oerilggte are duty sled at
I
he date and time and In ffa Boot and Page Shown
on The Post page hereof
v aa+ftwyr O>
Return: Mason A Mason, PA
Prepared by: Kenneth M. KSrkman,Attorney
STATE OF NORTH CAROLINA
RESTATED PROTECTIVE COVENANTS
FORT BENJAMIN COMMONS
(TO CORRECT ERROR)
FILE # 1011
FOR REOISIMITION RE01SM OF DEEDS
Larlot r ty. K
March 14, 2012 04:13:10 PM
COLNO RIC 5 P
FEE E16.00
FILE I! 1402371
CARTERET COUNTY
These restated Protective Covenants are dated for reference only this 9th day of March 2012, and are
made by Fort Benjamin Commons, LLC, a North Carolina limited liability company ("Declarant"), with the
joinder of Crystal Coast Hospice House, a North Carolina non-profit corporation ("Hospice") and Coastal
Community Action, Inc., a North Carolina non-profit corporation ("Action'). Hospice and Action are
jointly referred to herein as "Owners." This Instrument shall replace fully the Restated Protective
Covenants recorded in deed book 1401, page 457, Carteret County Registry, which document contained
errors in regard to the Permit referenced in the following paragraph.
Declarant is the developer of a tract of land known as Fort Benjamin Commons, located in the City of
Newport, North Carolina (the "Tract"). Developer was Issued a Coastal Stormwater Management Permit
(SW8 020830) (the "Permit") authorizing creation of a certain stated amount of impervious surface on
the Tract, as specified in the Permit, based upon certain conditions, including construction and
maintenance of storm water ponds.
Declarant has now conveyed two parcels within the Tract to Owners, and Declarant is preparing to
construct the stone water ponds required by the Permit to accommodate construction on these parcels.
The Tract is shown on that plat recorded in Map Book 30, Page 610, Carteret County Registry. These
Protective Covenants shall encumber all of the property described therein, including the property
owned by Hospice, referred to as Lot 3 (see deed recorded In book 1376, page 96, Carteret County
Registry, for a complete description) and by Action, referred to as Lot 1 (see deeds recorded in book
990, page 495 and book 1090, page 389, Carteret County Registry, for a complete description).
Declarant and Owners, for themselves and for all successors in title and interest to any portion of the
Tract, acknowledge and agree that the benefits and restrictions as contained In the Permit and as stated
in these Protective Covenants, to the extent applicable to property within the Track owned by such
parties, shall be and are binding upon all of such parties.
Therefore Declarant, wlth the joinder of Owners, for their benefit and for the benefit of the owners from
time to time of all lots within the Tract, and with the objective of preserving and value of each such lot,
and to control storm water runoff from each lot and from the Tract, and to restrict utilization of the
Property as required by the Permit, hereby subjects the Tract to the provisions of these Protective
Covenants, for the use and benefit of all present and future owners of lots within the Tract. These
BOOK/V�E_pAGE 7
101
JAN 18 2022
By.•_____

Protective Covenants shall run with the land and shall bind and enure to the benefit of the owner of
each lot within the Tract. It is expressly understood and agreed that these Protective Covenants may be
enforced by Declarant, by either Owner, by the owner of any other land within the Tract, and by the
State of North Carolina, as the State of North Carolina is expressly hereby made a beneficiary of these
Covenants to the extent necessary to maintain compliance with the Permit.
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 020830, as amended from time to time by the State of North
Carolina. These covenants shall run with the land and be binding on all persons and parties claiming
under them.
1. No lot may contain impervious surface (built upon area), as defined by the State of North
Carolina, In excess of that amount set out on Exhibit A attached hereto. The allocated 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.
2. All run-off from the built -upon areas on each lot must drain Into the permitted system. This
may be accomplished through providing roof drain gutters, which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales and directing them Into the pond
or street. lots that will naturally drain into the system are not required to provide these
measures.
3. The owner of any lot within the Tract, other than Declarant, intending to improve the lot, must
submit a separate Offsite Stormwater Management Permit application to the Division of Water
Quality of the State of North Carolina, and receive from such agency a site specific storm permit,
prior to site construction.
4. Declarant hereby reserves the right, without joinder of any other parry, as long as Declarant
owns one or more lots within the Tract, to amend these Protective Covenants, with the prior
consent of the State of North Carolina, in the event the State of North Carolina amends the
Permit. Any such amendment shall accurately reflect the provisions contained In the Permit, as
amended.
5. These Protective Covenants may not be altered, amended or rescinded without the express,
written consent of the State of North Carolina, Division of Water Quality. Alternation of the
drainage on the Tract as approved by the Permit may not take place without the concurrence of
the Division of Water Quality of the State of North Carolina, and failure to comply with this
requirement shall be deemed a violation of these Protective Covenants. -
6. Alteration of the drainage as shown on the approved plans may not take place without the
express written consent of the State of North Carolina, Division of Water Quality. Built -upon
area In excess of the permitted amount will require a permit modification.
7. Nothing contained herein shall restrict or limit the Imposition of other and additional Protective
Covenants on the Tract, or any portion thereof, by Declarant, to the extent that such other and
further Protective Covenants do not rescind, alter or amend the stormwater management
restrictions contained herein. Nothing contained herein shall alter in any way restrictions or
conditions contained in the deeds of conveyance from Declarant to Owners, to the extent not
Inconsistent with these Protective Covenants. Declarant may be supplemental declaration
impose different or additional restrictions on subsequent owners of lots within the Tract, but
not upon the Owners, as long as such restrictions are consistent with the Permit.
;jai,,"w t..PAGE Z71

B. Any individual or entity found to be in noncompliance with the provisions of a stornwxter
management permit or the requirements of the Stormwater Rules is subject to enforcement
procedures as set forth in G>S> 143, Article 21.
9. Declarant reserves the right to form an association of property owners binding current and
future owners within the Tract. Declarant may transfer the Permit to such association, with the
consent of the State of North Carolina.. However, no such association shall Impose on any
Owner any burden or obligation inconsistent with burdens and obligations set out in their deeds
of conveyance, or Impose any costs on such parties inconsistent with such existing obligations.
Witness our hands and seals as of the day and year first above written.
FORT BENJAMIN C M IS, LLC
By: G)
Member/Manager P4Ack Paul yce
With the joinder of:
COASTAL MUNITY ACTION,I
By:
Presici Patricia J. Purnell
CRYSTAL COAST HOSPICE HOUSE
By:, )&" Uy • / Lf�/-�
enE Robin N. Nelson
r�Grz�
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
I, the undersigned Notary Public of the County and State aforesaid, certify that tL k. icr NO Tale c—
_personally appeared before me this day and acknowledged that he is the . " b}that
entity named ror.4 B..', , li..w..aw lCc� a North Carolina corporation and that by a thority
dully given and as the act of such entity, he signed the foregoing Instrument in its name and on Its
behalf as Its act and deed. Witness my hand and Notarial Seal or stamp this !� day of Miuck 2012.
My commission expires: \'xk't3
``,upvrudr
O°•� OTA '•�Z:
a RL'
��.a-Q., b
Notary Public Dorotby B. Smith
B 0 0 KZ.J10APAGE .;�71

STATE OF NORTH CAROLINA
COUNTY OF CARTERET (�
I, the undersigned Notary Public of the County and State aforesaid, certify that(pj" CAA- L
personally appeared before me this day and acknowledged that She is the h8M 01AK of that
entity named h Itorth Carolina corporation 2 ority
dully given and as the act of such enti he signed the foregoing instrumen L s
behalf as Its act and deed. Witness my hand and Notarial Seal or stamp thi ,a1G1 %, 12.
My commission expires: 17'•�Y •`♦G jUg
Notary Public
Lure G. Taylor
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
I, the undersigned Notary Public of the County and State aforesaid, certify that
—personally appeared before me this day and acknowledged that She is thei ul, OIrecbwf that
entity named —oak... rc, . a North Carolina corporation and that by authorlty
dully given and a the act of such entity. he signed the foregoing instrument in its name and on its
behalf as its act and deed. Witness my hand and Notarial Seal or stamp this a� day of a-Aa -b2012.
My commission expires:
Notary Public
Delores C. Butler
DE 'Z C. al1TLER
NOTARY PUEIIJC
CARTERET COl1NTY�NC
Fmy Con.dw" ET!! 11--
BOOK,ZY-eLA PAGE 3-2/

WN H
Lot #
Drains to Pond #
Allocated BUA, R sq.
1
1
43,200
2
1
135,000
3
1
150,000
4
2
110,000
5
2
80,000
6
3
94,250
7.
3
107,750
8
3
75,000
9
3
61,500
10
3
247,503
BOOIS/_!!�-LPAGE 0-7/