SW8030120_CURRENT PERMIT_20210915

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 p3012o
DOC TYPE
® CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2021 O c 1
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. B1SER
Seoetsy
BRIAN WR_ENN
Dhv mr
September 15, 2021
NORTH CAROLINA
Fnvhoemmlol Quality
Waterford Master Commercial Association, Inc.
Attn: Robert Exum, President
P.O. Box 1967
Leland, NC 29451
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 030120
Waterford Way
Brunswick County
Dear Mr. Exum:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
the subject project on September 7, 2021. The Division is hereby notifying you that permit SW8 030120 has been
renewed on September 15, 2021, and shall be effective until February 4, 2026. For your records, please find enclosed
a renewed, updated, and re -issued permit and a copy of the renewal application. Please keep this permit on file at all
times. Please note that the renewed, updated, and re -issued permit does not impose new or different terms; it merely
restates some of the previous terms to provide you with a better understanding of your obligations under the permit
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state stormwater permit. The plans originally approved on June 10, 2003 and most
recently modified on March 8, 2016, will remain in full force and effect in accordance with the regulations set forth in
Tide 15A NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
to transfer the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written
petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the OAH within
thirty (30) days of receipt of this permit You should contact the OAR with all questions regarding the filing fee (if a
filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or
via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit
shall be final and binding.
If you have any questions, need additional copies of the permit or approved plans, please contact Ashley Smith in the
Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
� QQ
c �`^!'"�
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
D North Carolina Department of Environmental Qualky I Division of Energy, Mineral and land Resources
r 512 North Salisbury Street 11612 Mail service Center I Raleigh North Carolina 27699-1612
�\ / 919.707.9200

State Stormwater Permit No. SW8 030120
Page 2 of 2
Enclosures: Attachment C — Permitting History
Renewal Application Documents
DES/ams: \\\Stormwater\Permits & Projects\2003\030120 HD\2021 09 permit 030120
cc: Mason Manhettz, PE; Cape Fear Engineering; 151 Poole Road, Suite 100; Belville, NC 28451
Matt Haley, PE; Cape Fear Engineering; 151 Poole Road, Suite 100; Belville, NC 28451
NCDEQ-DEMLR Wilmington Regional Office
D En QJ/ North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
512 North Salisbury Street I t612 Mail Service Center I Raleigh North Carolina 77699-1612
onn m u
®�+— 9L9.7079200

State Stormwater Management Systems
Permit No SW8 030120
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE 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
Waterford Master Commercial Association, Inc.
Waterford Way
US 17 South at Poole Road, Leland, Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of
15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater
management plans and specifications and other supporting data as attached and on file with and
approved by the Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR") and
considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until February 4, 2026, and shall be subject to
the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.5 on page 2 of this permit. The subdivision is permitted for 5 lots, each
allowed built -upon area (BUA) as follows:
Lot No.
Description
Lot Area, ac
Max. BUA, ac (sq ft)
1
1 42
1 29 56,397 sq ft
2
1 04
0.74 32,150 sq ft
3
1.88
1 43 62,500 sq ft
4
1 53
1 41 61,300 sq ft
5
Roger's Tract #4
1 28
0.98 42,479 sq ft
The total drainage area is 7 15 acres and the total built -upon area to be treated in the pond is
5.85 acres or 254,826 ftZ
Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
Page 1 of 6

State Stormwater Management Systems
Permit No SW8 030120
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.
6. The following design elements have been permitted for this wet detention pond
stormwater
facility, and must be provided
in the system at all times.
a.
Drainage Area, acres:
7.15
Onsite, ftZ.
311,454
Offsite, ftZ.
None
b
Total Impervious Surfaces, ftZ:
254.826
Lot#1, ftZ.
56,397
Lot#2, ftZ:
32,150
Lot #3, ftZ:
62,500
Lot#4, ftZ:
61,300
Lot #5 (Roger's Tract #4), ftZ.
42,479
C.
Pond Depth, feet:
7.0
d
TSS removal efficiency:
90%
e.
Design Storm, inches
1
f.
Permanent Pool Elevation, FMSL:
22.0
g.
Permitted Surface Area @PP, ftZ:
10,964
In
Permitted Storage Volume, ft3:
21,461
i.
Storage Elevation, FMSL:
23.7
j.
Controlling Orifice:
2.0"0 pipe
k.
Permanent Pool Volume, ft3:
38,489
I.
Forebay Volume, ft3:
6,174
m.
Maximum Fountain Horsepower:
1/6
n
Receiving Stream / River Basin:
Jackey's Creek / CPF17
o.
Stream Index Number:
18-77-3
p.
Classification of Water Body:
"C Sw"
II. SCHEDULE OF COMPLIANCE
1 The permittee is responsible for verifying that the proposed built -upon area for the entire lot,
including driveways and sidewalks, 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 of Energy, Mineral and Land Resources, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner.
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.
3. 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.
4. 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.
5. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
Page 2 of 6

State Stormwater Management Systems
Permit No. SW8 030120
6. 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.
7. 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.
8. The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at 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 structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
9. 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.
10. 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. 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.
Page 3 of 6

State Stormwater Management Systems
Permit No SW8 030120
11. Prior to the sale of any lots, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 030120 Mod , as issued by the Division
of Energy, Mineral and Land Resources 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, Division of Energy. Mineral and
Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division of Energy, Mineral and Land Resources
f. The maximum built -upon area per lot is as follows'
Lot No.
Description
Max. BUA, ac (sq ft)
1
1.29 56,397 sq ft
2
0.74 32,150 sq ft
3
1.43 62,500 sq ft
4
1.41 (61.300 sq ft
5
Roger's Tract
#4
0.98 (42.479 sq ft)
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. The runoff from all 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. 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 of Energy, Mineral and Land Resources and receive a permit prior to any
construction on the lot.
11. 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.
12. 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 this pond is 1/6 horsepower.
Page 4 of 6

State Stormwater Management Systems
Permit No. SW8 030120
13. Prior to transfer of the permit, a file review and site inspection will be conducted by Division
personnel to ensure the permit conditions have been met and that the project and the on -site
stormwater system complies with the permit conditions. Any items not in compliance must be
repaired, replaced restored, or resolved prior to the transfer. Records of maintenance activities
performed to date may be requested
14 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.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
2. The issuance of this permit does not preclude the permittee from complying with and obtaining
any other permits or approvals that are required for this development to take place, as
required by any statutes, rules, regulations, or ordinances, which may be imposed by any
other Local, State or Federal government agency having jurisdiction. Any activities undertaken
at this site that cause a water quality violation or undertaken prior to receipt of the necessary
permits or approvals to do so are considered violations of NCGS 143-215.1, and subject to
enforcement procedures pursuant to NCGS 143-215.6
3. If the facilities fail to perform satisfactorily, the permittee shall take immediate corrective
actions. This includes actions required by this Division and the stormwater rules such as the
construction of additional or replacement on -site stormwater systems. These additional or
replacement measures shall receive a permit from the Division prior to construction.
4 Permit Transfer: This permit is not transferable to any person or entity except after notice to
and approval by the Director. The permittee shall submit a completed and signed "Permit
Transfer Application Form" (available on the Division website) accompanied by the required
fee and supporting documentation as listed on the form, to the Division at least 60 days prior
to any one or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except in the case of an
individual lot sale that is made subject to the recorded deed restrictions and protective
covenants;
b. The assignment or conveyance of declarant rights to another individual or entity,
C. The sale or conveyance of the common areas to a Homeowner's or Property Owner's
Association, subject to the requirements of NCGS 143-214.7(c2);
d. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or
NCGS 57D-6-07 and 08;
e. Bankruptcy,
f Foreclosure, subject to the requirements of Session Law 2013-121;
5. Current Permittee Name or Address Changes The permittee shall submit a completed
"Permit Information Update Application Form" (available on the Division website) to the
Division within 30 days to making any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project,
c. A mailing address change of the permittee;
6. The permittee is responsible for compliance with all terms and conditions of this permit until
the Division approves the transfer request. Neither the sale of the project, in whole or in part,
nor the conveyance of common area to a third party constitutes an approved transfer of the
permit.
7. The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted project.
Page 5 of 6

State Stormwater Management Systems
Permit No. SW8 030120
8. The permit issued shall continue in force and effect until the permittee files a request with the
Division for a permit modification, transfer, renewal, or rescission, however, these actions do
not stay any permit conditions.
9 Approved plans, application documents, supplements, calculations, operation and
maintenance agreement, and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of this permit, application, supplements, operation
and maintenance agreement, and approved plans and specifications shall be maintained on
file by the permittee
10. Unless specified elsewhere, permanent seeding requirements for the on -site stormwater
system must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
11 The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by the
laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
12. A permit renewal request must be submitted at least 180 days prior to the expiration date of
this permit The renewal request must include the appropriate application, documentation and
the processing fee as outlined in Title 15A NCAC 02H.1045(3)
Permit renewed, updated and reissued this the 15th day of September 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
C iiaQQ
.�F. Bnan�Uirect r
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 6

Attachment C - Permitting History
Waterford Way
Permit No. SW8 030120
Approval
Permit
BIMS
Date
Action
Version
Description of the Changes
6/10/2003
Original
1.0
Approval
2/4/2004
Modification
1.1
7/2/2007
Modification
1.2
from WDV, LLC to Waterford Master
3/3/2016
Transfer
1.3
Commercial Association, Inc.
The stormwater permit boundary now includes
the Rogers Tract Lot#4 (undeveloped),
previously of the Magnolia Station permit (SW8
010917), now designated as Lot 5 in this permit.
The addition of this lot increases the permitted
drainage area and allowable built -upon area
(BUA) in the permit. Please note that the
permittee must submit a separate Offsite
Stormwater Management Permit application
3/8/2016
Modification
1.4
package to the Division and receive a permit
prior to any construction on this lot. Minor
changes to the pond, such as raising the
permanent pool and enlarging the orifice
diameter on the outlet structure, are required to
handle the additional BUA. All permitted BUA
is being allocated into offsite permits for each of
five (5) lots, which includes Lot 1 (same as
previous) and new Lots 2, 3, 4, & 5 (Rogers
Tract Lot #4).
9/15/2021
Renewal
2.0

Permit Number: -:5A) YZU0 / 6�? 0
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMW elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform
flushing of sediment through the emergency drain should ber;N
0 �'
maximum extent practical. 0 2U10
— Once a year, a dam safety expert should inspect the embank
BY:
Afterthe wet detention pond is established, it should be inspected once a monthan
--
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
I approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
(Io be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal Eowth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
2:__CEAiE_
JAN 0 7 2013
Form SW401-Wet Detention Basin O&M-Rev.4 rY. age 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element.
Potential roblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
I Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 5.25 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 33:0 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Sediment Removal E\. 19.0' 75%
25%(
Bottom Eleva[io 18.0' ---- I
FOREBAV
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 22.0'
75%
Sediment Removal Elevation 16.75'
Bottom Elevation
MAIN POND
JAM 0 7 20@
BY: Page 3 of 4
25% /

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that 1 am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Waterford Way
BMP drainage area number:
Print
Address:P.O. Box 1967 Wilmington, NC 28402
Phone:[phone]
Signature:_�jf—�
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.
day of S
forgoing
seal, 9
W`gr p( KEIVIV V/iii
gy,........,, �,� .
1 OTAq
Zt
••;At/BLIG V
��iiy9��VEFt G�
SEAL
r1L a Notary Public for the State of
y of , do hereby certify that
personally appeared before me this
,k_1L and acknowledge the due execution of the
requirements. Witness my hand and official
My commission expires 3-ZI-17-
JAN o 7 2G13
AV.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

DEMLR USE ONLY
Date Re eiv d
Fee Paid
Permit Number
ci
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 030120
2. Project name: Waterford Way
3. Project street address: Olde Waterford Way
City: Leland
ZIP : 28451
4. What, if any, changes have been made to the project as permitted?
County: Brunswick
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.ne.goy/about/divisions/energv-
mineral-land-resources/enemy-minera I-land-rides/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://deci.nc.gov/about/divisions/energv-mineral-land-
resources/energv-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: Waterford Master Commercial Association,
Inc.
2. Signing Official's Name: Robert Exum
3. Signing Official's Title: President
4. Mailing Address: P.O. Box 1967
City: Wilmington State: NC ZIP
28402
5. Street Address: 503 Olde Waterford Way
City: Leland State: NC ZIP: 28451
6. Phone: 9(� 392-9325 Email: bertexum(rDaol.com
SEP 0 7 2021
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:
MN 1. A permit application processing fee of $505.00 payable to NCDEQ.
M N 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
Nh 3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
M M 4. Agreements, Please select one:
I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
MM 5. De$ignerCertifications, 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.
MM 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 Reoistration
111112121
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D* PERMITTEE'SCERTIFICATION
o6eAC (n Ex � vw , 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, correct and complete.
Signature: KJW Gn k'• Date: 9.3"
NOTARI7-ATION:
County of
that
a Notary Public forthe State of
do hereby certify
` eA personally appeared before me
this the `S day of20 r3 and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature:
My commission. expires I Q 1 a�rzy
NOTARY tp
COMMI MV
SSION EXPIRES
309/2024 U
'UBLIG A":'
SEP 0 7 2021
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No �`�✓'�" /CJJ O
V j (to be proMed by DW17)
NWENR
020E W ATe9
0GAG
o
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part /it) must be printed, filled old and submitted along with all of the required information.
L7P,RoErrimmGATIoN
Project name
Waterford Way
Contact person
Robert Fxum
Phone number
[phone]
Dale
11412016
Drainage area number
1
a7DESIGN NF,ORMATION
Site Characteristics
Drainage area
311,454 ftz .
Impervious area, post -development
254,826 ftz
%impervious
81.82 %
Design rainfall depth
1.0 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr mnofl
Minimum volume required
Volume provided
Peak Flow Calculations
Is the preipost control of the 1yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, predevelopment
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm, pool elevation)
Top of lOvegetated shelf elevation l V 3 )
Bottom of 10vegetated shelf elevation( b' )
Sediment cleanout, top elevation (boge1weLpend)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
20,405 ft3
21,461 ft3
OK, volume provided is equal to or in excess of volume required.
ft3
ft3
ft3
ft3
ft3
(Y or N)
in
rA IA. rv_QJS c\
limitless)
limitless)
inmr
N/A ft3/sec
!�/� p �� G
1"1_IGJ Y�%J
1
N/A ft3lsec
#VALUEI fl3lsec
23.70 fmsl
22.00 fmsl
NIA hmsl
OL_ 8C d U9.1
�9
22.00 fmsl
21.fmsl
JAN 01 20 J
16.75 75 (msl
15.00 fmsl
1.75 If
BY:-
Y (Y or N)
23.7 fmsl
OK
Form SW4e1-Wel Detentwn Basin-Rev.9-4A8/12 Pans I. & 11. Design Summary, Page 16 o/ 18

I
Permit No
no be Pmwded by DWQ)
aIDE9cN INFORMATION
Surface Areas
Area, temporary pool
13,975 ft'
Area REQUIRED, permanent pool
10,870 ft
SAIDA ratio
3.49 (unittess)
Area PROVIDED, permanent pool, Ap,,,,_,,
10,964 fl`
OK
Area, bottom of 10 vegetated shelf, A,, ( U
8,294 ft
Area, sediment deanout, top elevation (bottom of pond), A,.,
1,690 ft
Volumes
Volume, temporary pool
21,461 ft'
OK
Volume, permanent pool, V.-sad
38,489 ft'
Volume, forebay (sum of forebays if more than one forebay)
6,174 111
Forebay %of permanent pod volume
16.0% %
Insufficient fombay volume.
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
3.49 (unittess)
10t�91—y C7(PPRA`IL'3��
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
7 (Y or N)
Volume, permanent pool, Vpa .
38,489 ft'
Area provided, permanent pool, A.,,
10,964 ft
Average depth calculated
it
Need 3 It min.
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
ft
Calculation option 2 used? (See Figure 10-21g)
(Y or N)
Area provided, permanent pool, A.,,
10,964 ft
Area, bottom of 10ft vegetated shelf, A,
8,294 ft
Areal, sediment deanout, top elevation (bottom of pond), AW-PaA
1,690 ft
'Depth' (distance b/w bottom of 1 Oft shelf and top of sediment)
4.25 it
Average depth calculated
It
Average depth used In SAIDA, J., (Round to down to nearest 0 5ft)
ft
Drawdown Calculations
Dmwdown through onfice?
Y
(Y or N)
Diameter of orifice (ft circular)
2.00 In
Area of odfice (if-noncircular)
in'
,
Coefficient of discharge (Ca)
0.60 (unitiess)
Driving head (Ho)
0.57 It
Drawdown through weir
N
(Y or N)
Weir type
(undless)
Coefficient of discharge (C.)
(undess)
Length of weir (L)
It
Driving head (H)
It
Pre -development 1-yr, 24-hr peak flow
NIA ft3/sec
Post -development 1-yr, 24-hr peak flow
NIA ft3laec
Storage volume discharge rate (through discharge orifice or weir)
008 ft3/sec
Storage volume drewdown time
3.14 days
OK, draws down In 2-5 days.
Add'dional Information
Vegetated side slopes
3 :1
OK
E C E O $,y E�
Vegetated shelf slope
6 :1
Insufficient shelf slope.
Vegetated shelf width
6.0ft
Insufficient shelf length.
ry�v
JAN O 2Or
Length of flowpath to width ratio
3 :1
OK
i.)
Length to width ratio
30 1
OK
Trash rack for overflow & orifice?
Y
(Y or N)
OK
BY:
Freeboard provided
2.3 ft
OK
Vegetated filter provided?
N
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Portable Pump
Form SW401-Wet Detention Basm-Rev 9-4/18112 Parts I. 8 11 Design Summary, Page 17 of 18

Permit
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials
Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
(
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
2
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
VNA, :) 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
r
CPILSS 7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0rin
reemen
9. A copy of the deed restrictions (if required).
AN 0 7 20ii
Yt 10. A soils report that is based upon an actual field investigation, soil ad infiltration tests. . ounty
soil maps are not an acceptable source of soils information. B
Form SW401-Wet Detention Basm-Rev.9-4/18/12 Part III. Required Items Checklist, Page 18 of 18

State Stormwater Management Systems
Permit No. SW8 030120 Mod
Waterford Way Page 1 of 2
Stormwater Permit No. SW8 030120 �^ ` lwt
Brunswick County iahloo
Designer's Certification
I, as a duly registered tow so 2
tN in
the State of North Carolina, having been authorized to observe enodi Iy/weekly/full
time) the construction of the project,
W�Vp wt '!J
(Project)
ASSoCAArllc4, Wt,
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 are a part of this Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number OS&615
pQ oFEssio..l,,
Date l2- to -I Lo
SEAL r
038615
T yFW'f • Y�P
ECEJVE
DECO 7 2013
Page 9 of 10

State Stomrwater Management Systems
Permit No. SW8 030120 Mod
Certification Requirements: Page 2 of 2
X1. The drainage area to the system contains approximately the permitted
acreage.
X2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
X 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
\X 4. All roof drains are located such that the runoff is directed into the system.
1� 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.
A-8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
X 10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
X11. The permitted amounts of surface area and/or volume have been
provided.
X 12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
_V14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
X 15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DEMLR Regional Office
Brunswick County Building Inspections
ECEIVE
DEC 0 7 2016
BY:
Page 10 of 10

?� A
High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built -upon area consistent with the design criteria used to size the stormwater control facility.
I, Robert Exum , acknowledge, affirm and agree by my signature below, that I
will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot within
the project known as Waterford Way
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 030120 , as issued by the Division of Energy, Mineral and
Land Resources under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built -upon area per lot is See Below square feet.
*Note: If the BUA per lot varies, please substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot:
The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA Lot # BUA
Roger's
1 56,397 2 32,150 3 62,500 4 61,300 Tract#4 42,479
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Energy, Mineral and Land Resources
and receive a permit prior to construction.
9. The project and each lot will maintain a 30" foot wide vegetatr!b pervious
areas and surface waters.
**50 foot for projects located in the 20 coastal counties. Jq� U % 2013
Form DRPC-1 Rev.2 05Nov2009 Page 1 of 2 BY:

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
State of
do hereby certify that' QUeAt U.
before me this the - 4 day of
County of
the a execution of the foregoing instrument. Witness
'Signature ?
My Commission expires J^Z
a Notary Public in the
_personally appeared
20,ff4_, and acknowledge
my hand and official seal,
SEA ---
OFFICIAL SEAL
JNotary Public - North Carolina
EZ-11-k
NEW HANOVER COUN
YTY
SCOTi KENNEDY, JR.
Form DRPC-1 Rev.2 05Nov2009 Page 2 of 2