SW8950701_CURRENT PERMIT_20220516

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8'I50101
DOC TYPE]
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 o 22 0 51 �o
YYYYMMDD

ROY COOPER
cory for
ELIZABETH S. B►SER
secretory
BRIAN WRENN
ourctor
May 16, 2022
Woodbridge Homeowners' Association, Inc.
Attn: David Silver, President
1749 Drysdale Drive
Wilmington, NC 28405
NORTH CAROLINA
EnrlrvntnviW Quality
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 950701
Woodbridge Subdivision
New Hanover County
Dear Mr. Silver.
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 enforcement of the permit.
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on May 11, 2022. The Division is hereby notifying you that permit SW8950701 has been
renewed, updated, and re -issued on May 16, 2022, as attached. Please be aware that the renewal and re -issuance
of this stornwater permit does not imply that the site is currently in compliance.
This permit shall be effective until November 28, 2027 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 understanding of your obligations 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 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 919431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Ashley Smith in the Wilmington Regional
Office, at [phone] or [e-mail].
Sincerely,
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
po D. North Carona Department of Envh n nental Quality I Division of Energy, Mineral and land Ikeso�u�ces
Wihntngton Regional Office 1 127 Cardhal Drive Extension I Wilmingtom North CaroMa 28405

State Stormwater Permit No. SW8 950701
Page 2 of 2
Enclosures: Attachment A — Built -Upon Area Allocation
Attachment B — Designer's Certification Form
Attachment C — Permitting History
Renewal Application Documents
DES/arcs: \\\Stormwater\Permits & Projects\ 1 995\950701 HD\2022 05 permit 950701
cc: Wilmington Regional Office Stomwmer File
DEQ�
North Carolina Department of Environmental Quality I Division of Energy, lvaneial and Land Resources
Wilmington Regional Offlce 1 127 Cardinal Drive Extension I Wi6ningwm North Carolina 28405
910.7%XM

Post -Construction Stormwater Management
Permit No. SW8 950701
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Woodbridge Homeowners' Association, Inc.
Woodbridge Subdivision
Odyssey Dr, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of two (2) 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 November 28, 2027 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.
This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.5 o page 2 of this permit. The subdivision is permitted for 40 lots, each
allowed a specific square footage of built -upon area, as listed on Attachment A. No more than
7 of the units may exceed 4,180 square feet of built upon area.
The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
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.
Page 1 of 8

Post -Construction Stormwater Management
Permit No. SW8 950701
5.
The following design elements have been permitted for this wet detention pond stormwater
facility and must be provided in the system at all times.
Pond 1
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Lots:
Roads/Parking, ft2:
Other, ft2:
Offsite, ft2:
C. Pond Depth, feet:
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMSL:
g. Permitted Surface Area @PP, ft2:
h. Permitted Storage Volume, ft3:
i. Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permanent Pool Volume, ft3:
I. Forebay Volume, ft3:
m. Maximum Fountain Horsepower:
n. Receiving Stream / River Basin:
o. Stream Index Number:
p. Classification of Water Body:
Pond 2
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Lots :
Roads/Parking, ft2:
Other, ft2:
Offsite, ft2:
C. Pond Depth, feet:
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMSL:
g. Permitted Surface Area @PP, ft2:
h. Permitted Storage Volume, ft3:
i. Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permanent Pool Volume, ft3:
I. Forebay Volume, ft3:
m. Maximum Fountain Horsepower:
n. Receiving Stream / River Basin:
o. Stream Index Number:
p. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
5.18
225,912
N/A
103,050
68,000
28,540
6,510
N/A
5.5
90%
1
9
8,413
9.337 at temporary pool
10.5
1.5""0 pipe
15,354
3,106
0
Wrightsville Beach Rec. Area / Cape Fear
18-87-24
"SB"
6.51
284,010
N/A
137,930
92,000
38,370
7,560
N/A
7.5
90%
1"
8.9
4,490
N/A at temporary pool
11.3
1.5""0 pipe
14,940
N/A
0
Wrightsville Beach Rec. Area / Cape Fear
18-87-24
"SB"
The permittee is responsible for verifying that the proposed built -upon area for the entire lot
does not exceed the maximum allowed by this permit. 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.
Page 2 of 8

Post -Construction Stormwater Management
Permit No. SW8 950701
2. If an Architectural Review Board or Committee is required to review plans for compliance with
the BUA limit, the plans reviewed must include all proposed built -upon area. Any approvals
given by the Board do not relieve the homeowner of the responsibility to maintain compliance
with the permitted BUA limit.
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.
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.
6. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
7. Decorative spray fountains will not be allowed in the either stormwater treatment system, as
the permanent pool volume of both ponds is less than 30,000 cubic feet.
8. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
9. 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.
10. 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.
Page 3 of 8

Post -Construction Stormwater Management
Permit No. SW8 950701
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.
13. 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.
14. 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 950701, 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 indicated in attachment A. 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. Lots within CAMA's Area of Environmental Concern may be subject to a reduction in
their allowable built -upon area due to CAMA regulations.
h. 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 will naturally drain into the system are not required to provide these
measures.
i. Built -upon area in excess of the permitted amount will require a permit modification.
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.
15. 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 8

Post -Construction Stormwater Management
Permit No. SW8 950701
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.
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),
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.
Page 5 of 8

Post -Construction Stormwater Management
Permit No. SW8 950701
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 16th day of May 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
rfi
I
,7; urTan Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 950701
Page 6 of 8

Woodbridge Subdivision
Stormwater Permit No. SW8 950701
New Hanover County
Attachment B
Designer's Certification
Post -Construction Stormwater Management
Permit No. SW8 950701
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 7 of 8

Post -Construction Stormwater Management
Permit No. SW8 950701
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
New Hanover County Building Inspections
Page 8 of 8

Attachment C - Permitting History
Woodbridge Subdivision
Permit No. SW8 950701
Approval
permit Action
BIMS
Description of the Changes
Date
Version
11/28/1995
Original
1.0
Approval
No Entry in BIMS; from Landmark
4/28/1998
Transfer
*
Developers, Inc. to Ken Gebert
President of Parkstone Limited
Partnership;
No Entry in BIMS; Pond I has been
revised to accommodate the increase
in impervious area; 103, 050 sf was
9/22/1998
Modification
s
previously permitted compared
current proposed 104, 282 sf,,
Issued to Colony Coast Contractors,
Inc., General Partner of Parkstone
Limited Partnership
1/16/2009
Renewal
2.0
5/16/2022
Renewal
3.0
Expires November 28, 2027

AI7T CNf'1 �ti7 14 5&u 9 5cb7o / MOO.
. IJ, Z�c9'J
PILI,
Stormwater Narrative G
Parkstone @ Landfall 4/28/98
This project has been previously approved under the name of Woodbridge @ Landfall ( Permit #
SW8 950701 ). The entire development consists of 11.70 acres. Parkstone Limited Partnership
has purchased the entire tract from Landmark Development with the exception of the following
lots: 1,2,3,4,5,6,7,35,36,37,38,39,&40.
All of the above mentioned lots fall within Basin # 2 for the project. Basin #2 comprises 6.52 acres
draining to an existing wet pond. The permitted impervious area for Pond # 2 is 137,930 sf.
The revised lot plan reduces the impervious area to 134,122 sf. Based upon a reduction in
Impervious area for Basin #2, the existing wet pond will not be changed.
Basin #1 also drains to an existing wet pond. However the proposed impervious area for Basin #1
has been increased from 103,050 sf. to 104,282 sf. Based upon this increase, Pond #1 has been
revised to accommodate the additional impervious area. Detailed calculations reflecting this
change are attached. A new maintenance procedures form is attached for each pond.
This development falls within the high density regulations for storm water quality. The total
impervious area for the site ( 46.7 % ) is less than the original permitted amount ( 47.3% ).
Stormwater runoff is generally conveyed to the ponds via underground piping and existing
swales. Existing storm drainage has been relocated in few instances adjacent to the ponds. The
rest of the existing infrastructure remains unchanged.
A summary of the impervious limits for each lot follows:
'BASIN #2
NEW LOT #
OLD LOT #
IMPERVIOUS LIMIT f SF)
1 Woodbridge
Same
3400 `
2 Woodbridge
Same
+ 4180
3 Woodbridge
Same
o 4180
4 Woodbridge
Same
•3200--
5 Woodbridge
Same
--3600
6 Woodbridge
Same
39000
7 Woodbridge
Same
-3600 '\
35 Woodbridge
Same
-3600
36 Woodbridge
Same
3200 -
37 Woodbridge
Same
+-3600
38 Woodbridge
Same
3200-
39Woodbridge
Same
3200r
40,Woodbridge
10 Parkstone
Same
8
-3600
--911 Parkstone
9
4000----7(04(00
4000- 1:
-12 Parkstone
10
-4000-
—13 Parkstone
11
4100
—14 Parkstone
12
4300
- 15 Parkstone
13
4000-
-16 Parkstone
14
4000`
--'p 8 Parkstone
33
3900-
.--a 9 Parkstone
34
4200
6I
SEAL.,
q5°\�A1\°1
J`V I
aE C E I V E
APR 2 91998 D
PROJ9SW-�I

ILI
BASIN #1
NEW LOT #
OLD LOT #
IMPERVIOUS LIMIT 1 SF )
1
Parkstone
26
3800
2
Parkstone
27
3800
3
Parkstone
28
-3800
4
Parkstone
29
.3800
5
Parkstone
30
-4000
6
Parkstone
31
3800-
7
Parkstone
32
3800,
17
Parkstone
15
3900
18
Parkstone
16
-3800-
19
Parkstone
17
3800
20
Parkstone
18
3900
21
Parkstone
19
—3600 c
22
Parkstone
20
3900-
23
Parkstone
21
3800
24
Parkstone
22
—3700
25
Parkstone
23
4000'
26
Parkstone
24
3800_
27
Parkstone
25
4000'

UtMLK UJt VNLY
Date PecIved I
Fee Paid
Permit Number
jl�
sw o DI
1
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 950701
2, Project name: WOODBRDIGE SUBDIVISION
3. Project street address: 1749 DRYSDALE DRIVE
City: WILMINGTON County:
28405
4. What, if any, changes have been made to the project as permitted? NONE:
ZIP :
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at., https://deg.nc.gov/abouUdivisions/energv-
m ineral-la nd-resources/energy-mineral-la nd-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: https://deg.nc.gov/abouUdivisions/energy-mineral-land-
resourceslenergy-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: WOODBRIDGE 1-IOA, INC.
2. Signing Official's Name: DAVID SILVER
3. Signing Official's Title: PRESIDENT
4. Mailing Address: 1749 DRYSDALE DRIVE
City: WILMINGTON State: NC ZIP
28405
5. Street Address: 1749 DRYSDALE DRIVE
City: WILMINGTON State: NC ZIP
28405
6. Phone: [phone] Email: SHUGHES(a.LANDFALL.ORG
APR 0 5 2022
BY:
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
Ar
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.
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.
4.
V 5.
O&M Agreements, Please select one:
I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
Designer Certifications, Please select one:
IN 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.
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).
hftps://www.sosnc.gov/online services/search/b title/ Business Registration
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APR 0 5 2022
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMIITTEE'S CERTIFICATION
I, ✓Aylb JI LVlE 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 a and to submi the proper forms to modify or transfer the permit prior to any changes to the
project, SC or ne 11 hi . I information provided on this permit renewal application is, to the best of my
knowledge, orrect nd pl te. /�
Signature: Date: APRI L �t 902 2
NOTARI TION: {
I, OSP (E A. w 102GAd a Notary Public for the State of
County of /jew 4a..t1m/8.2 , do hereby certify
this the 1' t day
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature:
My commission expires /oil l71a02S�
personally appeared before me
and acknowledge the due
Not"
L:ml
..
APR 0 5 2022 ,I
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

� �n �Y044^Ai-3u

Permit No. 5609 g5070t HCO
(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 Jana nmy be pholocopied for use as an original
DWO tormw•ticr M•magcillent Plan Review
A complete stornwater managcmcnt plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specificatiuns showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement.
I. PROJECT INFORMATION (please cony)lcte the following information):
F�� I
Project Name: G.� O
' Q
Contact Person: r
PhoncNumber: (910) �O—
For projects with multiple basins, specify which basin this workshcet applies to:-anrl4
Basin Bottom Elevation
LJ ft.
(average elevation of the floor of the basin)
Permanent Pool Elevation
. b ft
(elevation of the orifice)
Temporary Pool Elevation
Q. O ft.
(elevation of the discharge structure overflow)
Permanent Pool Surface Area
E 4 ft.
sq.
(water surface area at the orifice elevation)
Drainage Area
�j. 1 ac.
(on -site and off -rile drainage to the basin)
lmpervious Area
12.
.re
(on -site and off -site drainage to the basin)
Permanent Pool Volume
cu. ft.
(combined volume of main basin and fore bay)
Temporary Pool Volume
Forcbay Volume
g, 3_ 3cu. ft.
'���
(volume detained above the permanent pool)
Cu. 1t.
_
SAIDAI used
Dia meter of Orifice _ , �J _ in.
Design TSS Removal �0 %
11. REQUIRED ITEMS CIIECKLIST
(surface area to drainage area ratio)
(85% TSS removal required, see item k below)
1'he following checklist outlines design requirements per the Stormwaler Best Management Practices manual
(N.C. Department of EtivironnICttt, 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 Stor ilwater Management Permit
Applicatioll Form, the agent may initial below, if a requirenlenl has not been net, attach justification.
Dorm SWU-102 January 1998
Page 1 of 2

a. The temporary pool controls runoff from the 1 inch storm event.
b. The basin length to width ratio is greater than 3:1.
c. The basin side slopes above the permanent pool are no steeper than 3:1.
d. A submerged and vegetated perimeter shelf at less than 6:1 is provided (show detail).
e. Vegetation above the permanent pool elevation is specified.
f. An emergency drain is provided to empty the basin.
g. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
h. The temporary pool draws down in 2 to 5 days.
i. A trash rack is provided for both the overflow and orifice.
j. The forebay volume is approximately equal to 20% of the total basin volume.
k. Sediment storage is provided in the permanent pool.
1. A 30-foot vegetative filter is provided at the outlet2 (include erosive flow calculations)
in. Recorded drainage easement for each basin including access to nearest right-of-way.
n. A site specific operation and maintenance (O&M) plan is provided.
o. A vegetation management/mowing schedule is provided in the 0&M plan.
p. Semi-annual inspections are specified in the O&M plan.
q. A debris check to be performed after every storm event is specified in the O&M plan.
r. Specific clean -out benchmarks are specified in the O&M plan (elevation or depth).
s. A legally responsible party is designated in the O&M plan3 (include name and title).
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 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 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. SGv 8 R56?esl KaD
(to be provided by UWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This forut rnny be photocopied for use as an original
DWO Stormwatcr M m tgcmcnt Plan Review -
A complete stormwater mauagcment 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 : E L� -_ forme r� .It
Contact Person: —[ Phone Number: t9 IQ 2
For projects with multiple basins, specify which basin this workshect applies to:
Basin Bottom Elevation 14 ft. (average elevation of the floor of the basin)
Permanent Pool Elevation _92-1_ ft. (elevation of the orifice)
Temporary Pool Elevation Ifj ft. (elevation of the discharge structure overflow)
Permanent Pool Surface Area 4 , 4� d sq.
Drainage Area 60• r;
� ac.
Impervious Area 5.01 ac
Permanent Pool Volume
Temporary Pool Volume
Forcbay Volume
SA/DAt used I _ �)O)
ft. (water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
I-.- t-141'
Diameter of Orifice I • � in.
Design TSS Removal _ �1 0 %
II. REQUIRED ITEMS CIIECICLIST
ft.
(on -site and off -site drainage to the basin)
p�wlt b 144 e; 216I44q, _AH+ 1,
(combined volume of main basin and forebay)
lt. (volume detained above rite PCIIltatletlL pool)
ft. p-al1:4 FR
r P-H IT
(surface area to drainage area ratio)
(85% TSS removal required, see item k below)
The following checklist outlines design requirements per the Stormwatcr Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2I-1 .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 Stormwatcr Management Permit Application Form, the agent may initial below. if a requirement has not been met, attach justification.
form SWU-102 January 1998 Page 1 of 2

2 r34,,-;44 2
�O z {4�� rtEP TIC ,pow
a. The temporary pool controls runoff from the 1 inch storm event.
b. The basin length to width ratio is greater than 3: 1.
c. The basin side slopes above the permanent pool are no steeper than 3:1.
d. A submerged and vegetated perimeter shelf at less than 6:1 is provided (show detail).
iEte�IAb� e. Vegetation above the permanent pool elevation is specified.
f. An emergency drain is provided to empty the basin.
g. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
h. The temporary pool draws down in 2 to 5 days.
i. A trash rack is provided for both the overflow and orifice.
j. The forebay volume is approximately equal to 20% of the total basin volume.
k. Sediment storage is provided in the permanent pool.
1. A 30-foot vegetative filter is provided at the outlet2 (include erosive flow calculations)
in. Recorded drainage easement for each basin including access to nearest right-of-way.
n. A site specific operation and maintenance (O&M) plan is provided.
o. A vegetation management/mowing schedule is provided in the 0&M plan.
p. Semi-annual inspections are specified in the 0&M plan.
q. A debris check to be performed after every storm event is specified in the 0&M plan.
r. Specific clean -out benchmarks are specified in the O&M plan (elevation or depth).
s. A legally responsible party is designated in the 0&M plan3 (include name and title).
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.

OCT 24 196 06:57 RNDREW i KUSKE
Woodbridge ®Landfall
pew Hanover County Z
tormwater Project No. SW8 950701
Engineer's Certification
851 P02
I, dr / ///%� / "�r✓7S , as a duly registered Professional Engineer in the State
of North Carolina, having bee authorized to observe (periodically/ )the construction of
:the project,
(Project)
q
for
(Project owner) hereby state that, to the best of my abilities,
ducare and caand diligence was used in a 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.
stgnaiure rw%-.- •• •• -
i
Regis i Number 114 061
Date `� 2
0 �0N CARP
Q�O� ESQ/�,�y9
SEALi
11966
j