SW8931105_Current Permit_20220309

Masonbom Woods Amenities Association, Inc.
Attn: Dave Barran, President
4W5 Coronado Drive
Wilmington, NC 28409
Subject: Permit Correction and Renewal
Post-Coustruct6n Stormwater Nknagement Permit No. SWS 931105
Greenbriar Soutk Nb sonboro Woods and Aladisoa Place at 1Masonboro Woods
New Hanover County
Dear Mr. Barlfman:
Correction:
The Wilmington Regional Office issued the subject project a permit on August 12, 2011 and recently discovered
it contained an error. This permit correction is to correct the project name listed as Greenbriar Phase III to
Greenbrier South,: Masonboro Woods, and Madison Place at Masonboro Woods as intended per previous renewal
application received on July 25, 201 L Please replace the previously issued permit with the enclosed correct
permit. This corrected permit does not impose new or different design standards, it merely Testes some of the
previous terms to provide you with a better understanding of your obligations under the permit.
Renewal:
Effective August ]:, 2013 the Past-Constrttctioam Stormwater Management Pragramn ems. been tragsferred fry the
Division of Water Quality ("DWQ'� to the Divsi�rn o€Enemy, l�Iineml and Sand Resources ("DB�IL,Y�"). AlI
previous referee€es to DWQ swill remain in alder permits rased prime to August 1, 2013 until they are modified..
Please Hate that flue permnit wi11 now reference iJkEMLR as the Division respomtism'hle far enforeen. of the permit.
The Division of Energy, Mineral and Land Resources received a com fete 8-year Permit Renewal Application. for
the subject permit on February 25, 2022.. The Division is hereby not �+ing you that permit SW9931105 .has been
renewed, updated, and re -issued an March 9, 2022, as attached.. Please be aware that the renewaland re -issuance
of this starmwater permit does not imply that the site is currently in compliance.
This permit shall be effective until September 14, 2030 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 or increased stormwater control requirements; it clarifies the rules and requirements of this
program to provide you with a better xmdersta coding of your obligations under this permit. Failwe to comn;��xxly with
these requirements will result in future compliance problems. Please note that this permit is net transferable
except after notice to and approval by the Division.
If any parts, requirements, or rations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at ©uww.NCOAH.com_ Unless
such demands are made this permit shall be final and binding_
mia
rloft CaroNma DeparUneM of Ermirc�l Qpafty I Division of €nergy. M ieral andLand Resources
cKjton Regional Office 1 127 Cardiff al Drhe EaWAsion I Wdrmngtnn, Worth caraitm. ZS405
910.746.715

State Stormwater Permit No. SW8 931105
Page 2 of 2
If you have any questions concernit}g flue E mit, Fuse contact A shley Smith in the Wilmington Regional
Office, at (9I0) 796-7215 or ashleym.snrith(a-,)ncdenr.gov.
Sincerel
Divi of , N ineral and Land Resources
Enclosures. Atta t A — Designer's Cent ficatim. Form
Attacheat C — Pcmdttug Historp
Renewal Application Documents
DES/ams: %StorrawaterTermits & Pca is\M3\931105 M[)\ 2 03 permit 931105
cc: Wilmington Regional Office Stormwater File
Nor"T Carallna Depart uent of LWkQnMMW QuaCii� f DMskM of [:I:E
f5sercfy: t4litxsral.and Land Resources
Regional Office 11Zi [�r�¢dDme E mot, � Vtngton.North CarAia2.&FUS
910,796.7215

Post -Construction Stormwater Management
Permit No. SW8 931105
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
Masonboro Woods Amenities Association, Inc.
Greenbriar South, Masonboro Woods, and Madison Place at Masonboro Woods
4808 Coronado Drive, New Hanover County
FOR THE
construction, operation and maintenance of 2 detention ponds and a curb outlet system 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 September 14, 2030 and shall be subject to the
following specified conditions and limitations. The permit issued shall continue in force and effect until the
permittee files a request with the Division for a permit modification, transfer, renewal, or rescission; however,
these actions do not stay any condition. The issuance of this permit does not prohibit the Director from
reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit for cause as
allowed by the laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
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. This stormwater system has been approved for the management of stormwater runoff as described on
page 2 of this permit. The subdivision is permitted for 150 lots, each limited to a maximum built -upon
area as follows: Lots 1-19 @5,775 ft2; Lots 20-40 @4,900 ft2; Lots 41-65, 89-100, 116-120, and 137-
141 @3,200 ft2; and Lots 66-88, 101-115, 121-136, and 142-150 @3,500 ft2.
Page 1 of 5

Post -Construction Stormwater Management
Permit No. SW8 931105
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
PROJECT DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
Greenbriar South, Masonboro Woods,
at Masonboro Woods
SW8 931105
New Hanover County
Dave Barkman, President
4905 Coronado Drive
Wilmington, NC 28409
February 25, 2022
Mott Creek
„c„
EXISTING
POND 1 POND 2
and Madison Place
Pond Depth, feet:
7.5
4
Permanent Pool Elevation, FMSL:
19
21.5
Total Impervious Surfaces, ft2:
767,039
142,375
* # /3500
59.5/208,250
3.5/12,250 * # of lots/BUA per lot
* # /3200
28/89,600
19/60,800
* # /4900
0
114900
Roads/Parking, ft2
178,499
42,725
Offsite @35%, ft2
227,165
0
Pool/Recreation Area
0
21,700
Offsite Area entering Pond, ft2:
14.9 acres @35%
n/a
Required Surface Area, ft2:
20,743
12,549
Provided Surface Area, ft2:
23,655
16,396
Required Storage Volume, ft3:
66,979
12,288
Provided Storage Volume, ft3:
94,325
12,783
Temporary Storage Elevation, FMSL:
22.5
22.25
Controlling Orifice:
3.5"
2"_ pipe
3. A portion of this project proposes a curb outlet system, located between Lots 3 & 4, 36 and 37, and beside
40. Each designated curb outlet swale shown on the approved plan
is required to be 100' long with side
slopes no steeper than 5:1 (H:V),
have a longitudinal slope no steeper than 5%, cant' the flow from a 10
year storm in a non -erosive manner,
and have a dense vegetated cover, per Section .1008 (g) of the
stormwater rules. Other vegetated conveyances must have a minimum side slope of 3:1.
4. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be revised without approval
from the Division, and responsibility for meeting the built -upon area limit is transferred to the individual
property owner.
5. 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.
II. SCHEDULE OF COMPLIANCE
The stormwater management system, including ponds, swales, and curb outlet system, shall be
constructed in it's entirety, vegetated and operational for its intended use prior to the construction of
any built -upon surface except roads.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
Page 2 of 5

Post -Construction Stormwater Management
Permit No. SW8 931105
3. The permittee grants permission to DENR Staff to enter the property for the purposes of inspecting the
project for compliance with the conditions of this permit.
4. Decorative spray fountains will be allowed in the stormwater treatment system if calculations are
provided documenting the permeant pool volume is greater than 30,000 cubic feet.
5. 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.
6. 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.
7. The permittee shall at all times provide the operation and maintenance necessary to assure the
permitted stormwater system functions 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 revegetation 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 outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
8. 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 5

Post -Construction Stormwater Management
Permit No. SW8 931105
9. Prior to the sale of any lot, deed restrictions must be recorded which limit the built -upon area per lot to
the amount as shown on the Project Data Sheet, per Section I, Part 2. The recorded statements must
follow the form:
a. "The maximum built -upon area per lot is as follows: Lots 1-19 @5,775 ft2; Lots 20-40 @4,900
ft2; Lots 41-65, 89-100, 116-120, and 137-141 @3,200 ft2; and Lots 66-88, 101-115, 121-136,
and 142-150 @3,500 ft2, inclusive of that portion of the right-of-way between the lot line and the
edge of pavement, structures, pavement, walkways of brick, stone, or slate, but not including
open wood decking or the water surface of swimming pools."
b. "The covenants pertaining to stormwater regulations may not be changed or deleted without
concurrence of the State."
C. "Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the State."
d. "All runoff 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 naturally drain into
the system are not required to provide these measures."
10. 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 any lots. The recorded copy must be signed and dated by the
Permittee, and bear the official deed book number and page stamp.
11. 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.
Ill. 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.
4. TRANSFER. This permit is not transferable to any person or entity except after notice to and approval
by the Director. Neither the sale of the project and/or property, in whole or in part, nor the conveyance
of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). 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, except in the case of an individual residential lot sale
that is made subject to the recorded deed restrictions and protective covenants;
V. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property Owner's
Association, subject to the requirements of NCGS 143-214.7(c2);
Page 4 of 5

Post -Construction Stormwater Management
Permit No. SW8 931105
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.
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.
Permit renewed, updated and reissued this the 9th day of March 2022.
NORTH OA,ROLINAt1ENVIRONMENTAL MANAGEMENT COMMISSION
aq Brian lvvrpnn, pirector
Di 'sion f E er , Mineral and Land Resources
By Atitffority a Environmental Management Commission
Permit Number SW8 931106
Page 5 of 5

Post -Construction Stormwater Management
Permit No. SW8 931105
Greenbriar South
Stormwater Permit No. SW8 931105
New Hanover County
Attachment A
Engineer's Certification
I, , as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe (pedodically/weekly/full time) the
construction of the project,
(Pr
oject)
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.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 1 of 2

Post -Construction Stormwater Management
Permit No. SW8 931105
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
Page 2 of 2

Attachment C Permitting History
Greenbriar South, Masonboro Woods and Madison Place at Masonboro Woods
Permit No. SW8 931105
Approval
I'� Azfim
RAS
y�
ern of the Chvqges
Dab
ysion
12/20/1993
Original
1.0
Approval
Addition of a second pond, utilizing 100 foot grass
9/14/1998
Modification
1.1
swale at three locations; New Pond: drainage 8.87
acres;Surface water of Lots 20-39 are being directed to
two different swales
6/27/2011
Transfer
1.2
from Greenbriar South Partnership to Masonboro
Woods Amenities Association, Inc.
8/12/2011
Renewal
2.0
3/9/2022
Renewal
3.0
Expires September 14, 2030

Operations and Maintenance Verification
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed in the original Operations and Maintenance Agreement. I agree to notify
DWQ of any problems with the system or prior to any changes to the system or responsible party.
Print name:Michael Nevin
TitleTresident, Masonboro Woods Amenities Associarion, Inc. Board of Directors
Address:4808 Coronado Drive, Wilmington, NC 28409
Phone:[phone]
Date: % 2-4,?,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, �ey, r /19. 6&&., , a Notary Public for the State of Alo r-14 z:a ray/• '-7a ,
County of j'OCndel , do hereby certify that /fir 4,a el Gave d Ae,yr',?
personally appeared before me this day of _-)UIY 22 "'d , 2 o// , and acknowledge the due
execution of the forgoing stormwater BMP maintenance requirements. Witness my hand and official
seal,
Notary Signature: /�• /��
My commission expires: / Z — Z Z ` Zo 15
FE L:IVED
j AUL 2 5 2011
ti
T.'-- VII rrr loll ln.. -.--I r....-__♦ 77..._A-IXX-_^AIA n--- 1) —VI)

/LIVI"M VI7L VI\L1
Date Rveivel
I Fee Paid
I Permit Number
S Ig
D5�
1 $ 23110
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8931105
2. Project name: Greenbriar South, Masonboro Woods and Madison Place at Masonboro Woods
3. Project street address: 691 Grey Squirrel Dr. and 4901 Coronado Drive (pond locations)
City: Wilmington County: New Hanover
ZIP: 28409
4. What, if any, changes have been made to the project as permitted? N/A
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. hfps:Hdeg.nc.gov/abouttdivisions/energy-
mineral-land-resources/energy-mineral-land-rules/stormwater-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. hfps://deg.nc.gov/about/divisions/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: Masonboro Woods Amenities Association, Inc.
2. Signing Official's Name: Dave Barkman
3. Signing Official's Title: President, Board of Directors '
4. Mailing Address: 4905 ri
Coronado Dr. BY.
City: Wilmington State: NC ZIP:
28409
5. Street Address: 4945 Coronado Dr.
City: Wilmington State: Nr ZIP:
28409
6. Phone: (9j 0) 660-1831 Email: dlbarkmanO-ec.rr.com
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/0RK9. Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate That the required infonnation is provided in the application package:
1. A permit application processing fee of $505.00 payable to NCDEQ.
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.
OW-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.
0W::::_ 4. O&M Agreements, Please select one:
® 1 have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree.to keep this on file with the permit.
0�__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 certifications) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
Zff�__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.
�7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
t 2 5 XL.
BY:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
I, �10 L ,- 1J AAMAA/ , 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, corr t and complete.
Signature: Date: 0—� C)
TION:
that � )ON k
rV- County of
ram' V, kL ry)(�H�
a Notary Public for the State of
�' , do hereby certify
personally appeared before me
11,11.1,......I
'I ESs "''••. day of �- , 20, and acknowledge the due
cution of thrWoing instrument. Witness my hand an official seal,
4. OJ AR y
yPN ��
NotaYy9f1Y'a`$ure:
My commission expires
FEB 2 5-
BY_;
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No. _X0 ff 1?3 U US
(to be provided by DWO
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement.
1. PROJECT INFORMATION (please complete the following information):
Project Name :
Greenbriar South
Contact Person: Mark N. Hargrove Phone Number: 910 762-4200
For projects with multiple basins, specify which basin this worksheet applies to: Existing
Basin Bottom Elevation
11.5 ft
Permanent Pool Elevation 19.0 ft.
(average elevation of the floor of the basin)
(elevation of the orifice)
Temporary Pool Elevation 92 _ Sn ft. (elevation of the discharge structure overflow)
Permanent Pool Surface Area 23,655 sq. ft. (water surface area at the orifice elevation)
Drainage Area
Impervious Area
* Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
SAMA1 used
Diameter of Orifice
52.07 ac. (on -site and off -site drainage to the basin)
17.13 ac. (on -site and off -site drainage to the basin)
N/A cu. ft. (combined volume of main basin and forebay)
94,150 cu. ft.
NSA cu. ft.
0.89
3.5 in.
(volume detained above the permanent pool)
(surface area to drainage area ratio)
Design TSS Removal 90 (85% TSS removal required, see item k below)
* Pond constructed in 1993 cannot determine.
II. REQUIRED ITEMS Ci CKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) 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. I€ a requirement has not been met, attach justification.
Form SWU-102 January 1998 Page 1 of 2

Applicants Initials
A IOI
a. The temporary pool controls runoff from the 1 inch storm event.
?"tj6 b. The basin length to width ratio is greater than 3: 1.
M IV O c. The basin side slopes above the permanent pool are no steeper than 3:1.
con tv J4 d. A submerged and vegetated perimeter shelf at less than 6:1 is provided (show detail).
m 4 e. Vegetation above the permanent pool elevation is specified.
. /off ® f. An emergency drain is provided to empty the basin. (Ao eo odd w.'11 b t Pumped : f ►t
tANAt g. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
/Ayii h. The temporary pool draws down in 2 to 5 days.
/n )V A i. A trash rack is provided for both the overflow and orifice.
rh N N j. The forebay volume is approximately equal to 20% of the total basin volume.
In N k. Sediment storage is provided in the permanent pool.
N A 1. A 30-foot vegetative filter is provided at the outlet2 (include erosive flow calculations)
Into# m. Recorded drainage easement for each basin including access to nearest right-of-way.
1AN/4 n. A site specific operation and maintenance (O&M) plan is provided.
Injull o. A vegetation management/mowing schedule is provided in the O&M plan.
Mon p. Semi-annual inspections are specified in the O&M plan.
rr1 N 0 q. A debris check to be performed after every storm event is specified in the O&M plan.
tnvhl r. Specific clean -out benchmarks are specified in the O&M plan (elevation or depth).
/n lu 14 s. A legally responsible party is designated in the O&M p1an3 (include name and title).
/nlv# t. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin.
Footnotes:
1 When using the Division SA/DA tables, the correct 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-
standard table entries.
2 The requirement for a vegetative filter may be waived if the wet detention basin is designed to meet 90% TSS removal.
3 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.
Form SWU-102 January 1998 Page 2 of 2

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
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.
1. PROJECT INFORMATION
Project Name: Greenbriar South
Contact Person: Mark N. Hargrove, P.E. Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: Po„ d A Z
elevations
Basin Bottom Elevation
17.5
ft.
(floor of the basin)
Permanent Pool Elevation
21 5
ft.
(elevation of the orifice)
Temporary Pool Elevation
22.25
ft.
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area
16,396
sq. ft
(water surface area at the orifice elevation)
Drainage Area
8.87
ac.
(on -site and off -site drainage to the basin)
Impervious Area
3.13
arc.
(on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
43,854
cu. ft.
(combined volume of main basin and forebay)
Temporary Pool Volume
12,781
cu. ft.
(volume detained above the permanent pool)
Forebay Volume
2,441
cu. ft.
(approximately 20% of total volume)
other parameters
SAIDA' 3.12 (surface area to drainage area ratio from, DWQ table)
Diameter of Orifice 2 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 1.0 in.
Design TSS Removal 90 % (rninirnum 85% required)
Footnotes:
When using the Division SAIDA tables, the correct SAIDA 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 nonstandard 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 BMP manual provides design tables for both 85% TSS removal and 90%
TSS removal.
Form SWU-102 Rev 3.99 Page 1 of 4

H. 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.
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
/I 0 a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
/NA7a b. The forebay volume is approximately equal to 20% of the basin volume.
i1i 09 c. The temporary pool controls runoff from the design storm event.
iMkV#
d.
The temporary pool draws down in 2 to 5 days.
oelh
e.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow calculations)
AljVd
f.
The basin length to width *ratio is greater than 3: 1.
^01
g.
The basin side slopes above the permanent pool are no steeper than 3: 1.
1#p�
h.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Ap)y
i.
Vegetative cover above the permanent pool elevation is specified.
^ej
j.
A trash rack or similar device is provided for both the overflow and orifice.
NA
k.
A recorded drainage easement is provided for each basin including access to nearest right-of-way.
01AW
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.
4A
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 0 does not incorporate a vegetated filter at the outlet.
This system (check one) Q 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.
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
reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 18.50 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 18.50 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 21.50
Sediment oval, 18.5 75
''--- 17.5 Sediment removal Elevation 18.50 75%
Bottom Ele gtion---------'-------------'-''---- 17.50 -- -----
Bottom Elevation 25%
FOREBAY MAINPOND:
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.
7. All components of the wet detention basin system shall be maintained in good working order.
Form SWU-102 Rev 3.99 Page 3 of 4

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: Maurice S. Emmart, Jr.
Title: General Partner
Address: 99 Aqua Vista Drive, Wilmington, NC 28409
Phone: [phone]
Signature: f o it M 9 9 A A -cc
Date:
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,, a Notary Public for the State of �07 ` Lc��-ei •��, ,
County of ) jZ to n v✓,yi. do hereby certify that u �h•, rrnG�
personally appeared before me this day of �20y and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires lalol-1
Form SWU-102 Rev 3.99 Page 4 of 4

Permit No. Sw 1311o5
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PER -MIT APPLICATION PQRM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater runoff
primarily through vegetated conveyances. Low density projects should not have a discrete stormwater collection
system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be found in
15A NCAC 2H .1005 through .1007.
1. PROJECT INFORMATION (please complete the following information):
Project Name : Greenbriar South
Contact Person: _ Mark N. Ha r g rove Phone Number: (910 ) 7 6 2- 4 2 0 0
Number of Lots: 2 0 Square Feet Per Lot*: see table
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot.
II. BUILT UPON AREA
See the Stormwater Management Permit Application Attachment A for specific language that must be recorded in
the deed restrictions for all low density projects.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks; etc.
• No. Lots is the total number of lots in the subdivision.
• BUA/Lot is the computed allowable built upon area for each lot including driveways and impervious surfaces
located between the front lot line and the edge of pavement.
Calculation:
(SA x DF) - RA - OA = BUA
No. Lots Lot
>- _ ea. i a a e _ 5, 17,
ZO Lor Oar
?!low&Jlr $11h - qZS Sf onl ha�^e y q� SF
�T ' ter- y , �Ge7-
Form SW-104 2/9/98 Page 1 of 2

III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent in the Stormwater Management
Permit Application Form, the agent may initial below.
Applicants Initials
N/A a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
MNH: b. Deed restriction language shall be recorded as a restrictive covenant. A copy of the recorded
MNH document shall be provided to DWQ within 30 days of platting and prior to sale of any lots.
. c. Built upon area calculations are provided for the overall project and all lots.
w,' d. Project conforms to low density requirements within the ORW AEC (if applicable). f ISA
NCAC 2H .1007(2)(b)]
Form SVIJ-104 2/9/98 gage 2 of 2

/Greenbriar South
Stormwater Permit No. SW8 931105 Modification
New Hanover County
Engineer's Certification
State Stormwater Management -Systems
Permit No. SW8 931105 Modification
I, 0,i 9 Vele , as a duly registered Professional Engineer in the State of
North Carolina, having bhori7pl to obsery ri dica /WWWA AW) the construction of the project,
61' e i t1 b N a r' 60 0�Lk (Project)
for �r����;�d` &gvA PQr4_qerik, (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.
Noted deviations from approved plans and specifications:
�® SEAL
Signature /i9�
't*eJgMe, yoe
JH CAS + •e,,
Registration Number 11742,
EES%°�°•"tee
O �•
%
Date �� C� SEAL I
9742
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