SW8940217_CURRENT PERMIT_20210727

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
202► 0"1 z-I
YYYYMMDD

ROY COOPER
Governor
DIONNE DELU-GATTI
NORTH CAROLINA
EnWron ntal Quaaty
July 27, 2021
The Keys at Kure Beach HOA, Inc
Attn: Peter Beardsley, President
701 Sailor Court
Kure Beach, NC 28449
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 940217
The Keys at Kure Beach and Kure Beach Villages Phase III
New Hanover County
Dear Mr. Beardsley:
Effective August 1, 2013 the State Stormwater 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 stormwater 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 issuance of the permit.
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
the subject project on July 16, 2021. The Division is hereby notifying you that permit SW8 940217 has been renewed
on July 27, 2021 and shall be effective until November 6, 2029. 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 terns 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 March 16, 1994 and most
recently renewed on June 26, 2013, will remain in full force and effect in accordance with the regulations set forth in
Title 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 150E of the North Carolina General Statutes and must be filed with the OAH within
thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a
filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or
via telephone at 919-431-3000, or visit their website at 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,
� —�/
5�;Brian Wrenn Director
Division of Energy, Mineral and Land Resources
®Nw ��� North Carolina Department of Environmental Quality I Division or Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 211405
wwrHcu+oiva.
910.796.7215

State Stormwater Permit No. SW8 940217
Page 2 of 2
Enclosures:
DES/ams:
cc:
Attachment C — Permitting History
Renewal Application Documents
\\\Stormwater\Permits & Projects\ 1 994\940217 HD\2021 07 permit 940217
Brad Sedgwick, PE; JBS Consulting, PA
Wilmington Regional Office Stormwater File
�. Wk ��. North Carolina Deparnnent of Environmental Quality I Division of Energy. Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
rnrx cuauw
os.mnmr.+..im mm� 910.796.7215

State Stormwater Management Systems
Permit No. SW8 940217
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
The Keys at Kure Beach Homeowner's Association, Inc.
New Hanover County
FOR THE
construction, operation and maintenance of stormwater management systems in compliance with the
provisions of 15A NCAC 2H .1000, effective January 1, 1995 (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 November 6, 2029 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. The original permit conditions contained in the permit issued on November 6, 1995 remain in
full force and effect, except as amended herein. (An additional copy of this original permit can
be obtained from the Division, Wilmington Regional Office.)
3. This stormwater system has been approved for the management of stormwater runoff as described
on page 2 of this permit, the Project Data Sheet.
4. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
Page 1 of 5

State Stormwater Management Systems
Permit No. SW8 940217
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:
a. Drainage Area, acres:
Onsite, ftz:
Offsite, ftZ:
b. Total Impervious Surfaces, ftz:
Lots at bua per lot ftz:.
Roads/Parking, ftZ:
Sidewalks, ftz:
Pool house / Rec. Area, ftz:
Offsite, ftz:
C. Pond Depth, feet:
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMSL:
g. Permitted Surface Area @PP, ftZ:
h. Permitted Storage Volume, ft3:
i. Temporary Storage Elevation, FMSL:
j. Controlling Orifice, inches:
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:
It. SCHEDULE OF COMPLIANCE
25.51
1,111,216
0
BUA 580,220
296,320
203,480
73,600
6,820
0
4.0
90%
1.0
14.35
59,850
57,935
15.30
3.0
214.024
N/A
3/4
Atlantic Ocean / Cape Fear
99 — (3)
"SB"
1. Each of the lots in the subdivision will be limited to the amount of built -upon area indicated in the
supporting calculations and per approved plans.
2. The permittee is responsible for verifying that the proposed home plans do not exceed the allowable
built -upon area. Once the lot transfer is complete, the home plan may not be revised without
approval from the permittee, and responsibility for meeting the built -upon area limit is transferred
to the individual homeowner.
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. 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 3/4 horsepower.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 940217
5.
C]
El
The permittee will comply with the following schedule for construction and maintenance of the
stormwater management system:
a. 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 surfaces except
roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
The facilities must be properly maintained and operated at all times. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled
intervals.
The permittee shall at all times provide the operation and maintenance necessary to assure the
permitted stormwater system functions at the design condition including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and
piping.
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.
9. Deed restrictions: Deed restrictions are not required for this subdivision. As shown on the approved
plans, the maximum possible impervious area for the subdivision is 576,179 square feet which is
below the permitted 580,220 square feet of impervious area that the pond can accommodate.
10. The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached to
this permit and on file with the Division.
11. 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. Mail the
Certification to the Wilmington Regional Office, 127 Cardinal Drive Extension, Wilmington, North
Carolina, 28405, attention Stormwater Section. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification may be required for those
deviations.
12. 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
repaired, replaced restored, or resolved prior to the transfer,
performed to date may be requested.
items not in compliance must be
Records of maintenance activities
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 940217
13. 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.
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 Homeowners 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;
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 940217
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.
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 27th day of July 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
t Brian -Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
The Keys at Kure Beach and Kure Beach Village Phase III
Permit No. SW8 940217
Approval
Date
Permit Action
BIMS
Version
Description of the Changes
3/16/1994
Original
Approval
10
II/6/1995
Revised
1.1
10/22/2009
Returned
4/23/2012
Renewal,
Ownership
Change,
Modification
12
Deed Restrictions are not
required; combines SW8 940217
and SW8 950814 (formerly Kure
Beach Village Phase 111), which
has been rescinded by a separate
letter on April 23, 2102.
6/26/2013
Renewal
1.3
7/27/2021
Renewal
2.0

R.' f
Wet Detention Basin Operation
Permit Number: :jWO g40211
(to be provided by DWQ)
Drainage Area Number: i
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 BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided. e
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet. o
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.-)k'*
Th17-1 -0 Q;>sEQ0_1 s�cfS.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element.
Potentialproblem:
How I will remediate 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.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 5

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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 s ra in .
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 growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin urface.
.&-eut` C4~Fe D
APR U 1 2010
BY:
Form SW401-Wet Detention Basin O& vev41__. Page 2 of 5

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
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
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 33:0 feet in the main pond, the
shall be removed.
When the permanent pool depth reads _N/A feet in the forebay, the
shall be removed.
BASIN DIAGRAM
(fill in the blankv)
Permanent Pool Elevation 14.35 MSL
Sediment Removal
v Volume \ ----Sediment RemovaTEFevaiion ii33 MSL------ +Zin
Bottom Elevation_ -ft Min. Sediment Bottom Elevation 10.35 MSL 1.
Storage Sediment
Storage
FOREBAY+4- MAIN POND
�'* rt{i5 PDU9 PR604TE5 Fov..�64.y QEQO�e�M�nt(s
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 5

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
qo'p ti¢
Or
ck
Form SW40I-Wet Detention Basin O&M-Rev.4 Page 4 of 5

Permit N
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Kure Beach Village Phase III and Keys at Kure Beach
BMP drainage area number:
Print name:Timothy J. Upton
Title:President
Address:701 Sailor Court, Kure Beach, NC 28448
Note: The legally responsible parry 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 I K)bic'#1Lb
forgoing et detenti basin
� V
seal, An)_ t<
r
::P��tNGq
CY i
FNOTARY��' •'
' Z PUBLIC U
rn ?
• ,t9 OVER GO
SEAL
Notary Public for the State of
of A}/,W 1-16L" Ji/do hereby certify that
�/
personally appeared before me this a
and acknowledge the due execution of the
My commission expires fz�V6�
Witness my hand and official
Form SW40I-Wet Detention Basin O&M-Rev.4 Page 5 of 5

Operations and Maintenance Verification
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed in the original Operations and Maintenance Agreement. I agree to notify
DWQ of any problems with the system or prior to any changes to the system or responsible party.
Print name:Bryan Strickland
Address:701 Sailor Court Kure Beach, NC 28449
Phone:[phone]
Signature:
Date: Z 42z 20/1-
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold
and a resident of the subdivision has been named the president.
I, 6 1 (-t cid KA� , a Notary Public for the State of A) i`°
County of I)Eu) HA.U00Ete do hereby certify that r 0'YA 4 IQ 9 (C,Ve q J
personally appeared before me this day of % rl3 9'�- , ao r' , and acknowledge the due
execution of the forgoing stormwater BMP maintenance requirements. Witness my hand and official
seal,
Notary Signature:
N 'y
?�pZARy U;
: Z =
mm
My commission expires: 9 - d�- a C ( L
Form SWU-102 ('Renewal Form) 'Rev 06May2010 Page 3 of

N (iWATER
C E o V E h
AUG t 5 1"5
DBIt
FROJ
KURE BEACH VILLAGE - PHASE III
STORMWATER MANAGEMENT SYSTEM
OPERATION AND MAINTENANCE PROCEDURES
The stormwater management system, to include but not limited to all
swales, berms, infiltration and collection devices, stormwater detention
pond, inlet and outlet structures shall be owned and operated by Kure Beach
Village - Phase III Homeowner's Association.
Operation and Maintenance shall include:
1. Establish and maintain vegetation by seeding, fertilizing, and
mulching to achieve vigorous growth.
2. Mow all grassed areas, including vegetative filters, swales, basin
banks, etc., monthly or as needed according to growing season.
3. Inspect all catch basins, ditches, swales, pipes or other stormwater
diversion and conveyance structures monthly for accumulation of
debris or sediment. Remove obstructions as necessary.
4. Inspect vegetated swales, wet detention pond side slopes. Inlet
and outlet areas of diversion structures for sloughing, erosion,
or washout of cover vegetation monthly and following precipitation
events. Immediately repair and revegetate damaged areas.
5. Inspect stone rip rap or other energy dissipation devices monthly
and following precipitation events. Reposition dislodged stone
or add new stone as necessary. Repair structures as necessary.
6. Inspect outlet structure monthly and following precipitation events.
Skim floating debris from area between trashguard and riser.
Visually inspect outlet weir assembly. Remove accumulated deposits .
of scale, algae, and floating debris by scouring with stiff bristled
brush.
7. Notify N.C. Division of Environmental Management at [phone]
if detention pond water level does not return to permanent pool
elevation within five days following a precipitation event.
8. Measure detention pond bottom annually at sufficient points to
monitor diment accumulation. Sediment shall be removed when
avers iaccumul'ation of one (1) foot of sediment occurs.
OWNER: � � C - DATE:
\���N. NC)=1RRY��, _ r [ S r*J ,�• DATE: �I/ /S�'
G
-
�:;AUri 1-�:' g

ORMWATER
THE KEYS OF KURE BEACH
STORMWATER MANAGEMENT SYSTEM FEB 2 1 1994
OPERATION AND MAINTENANCE PROCEDURES
-nT _S 4 ,V _
The stormwater management system, to include but not limited to all
swales, berms, infiltration and collection devices, stormwater detention
pond, inlet and outlet structures shall be owned and operated by The Keys
of Kure Beach Homeowner's Associates.
Operation and Maintenance shall include:
1. Establish and maintain vegetation by seeding, fertilizing, and
mulching to achieve vigorous growth.
2. Mow all grassed areas, including vegetative filters, swales, basin
banks, etc., monthly or as needed according to growing season.
3. Inspect all catch basins, ditches, swales, pipes or other stormwater
diversion and conveyance structures monthly for accumulation of
debris or sediment. Remove obstructions as necessary.
4. Inspect vegetated swales, wet detention pond side slopes. Inlet
and outlet areas of diversion structures for sTToughing, erosion,
or washout of cover vegetation monthly and following precipitation
events. Immediately repair and revegetate damaged areas.
5. Inspect stone rip rap or other energy dissipation devices monthly
and following precipitation events. Reposition dislodged stone
or add new stone as necessary. Repair structures as necessary.
6. Inspect outlet structure monthly and following precipitation events.
Skim floating debris from area between trashguard and riser.
Visually inspect outlet weir assembly. Remove accumulated deposits
of scale, algae, and floating debris by scouring with stiff bristled
brush.
7. Notify N.C. Division of Environmental Management at [phone]
if detention pond water level does not return to permanent pool
elevation within five days following a precipitation event.
8. Measure detention pond bottom annually at sufficient points to
monit sediment accumulation. Sediment shall be removed when
av e cc mulation pff " (1) foot of sediment occurs
OWNER: i'?`E% DATE:
Stephen Miller
8O-1—PaoH-i—00art IOo9 licx-A 8/&, Sfe 1/4
W }mi en, N. C. 284,09- Carr olive tie---cA, NC Z 84Z?
( 458-39779
"1111191 AlA %u4..
,o �N •.......... ?, cJ� 6/
--
�'' '•• Qy; 21�L
_ oTA,P �
c CO
DATE: y
resubm 1> ec�
3-i0-94
to/ cl�ed.

State of North Carolina
Department of Environment and Natural Resources
Division of Energy Mineral and Land Resources
(NCDENR DEMLR)
STORMWATER MANAGEMENT PERMIT RENEWAL APPLICATION FORM
I. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the North Carolina Department of
Environment and Natural Resources (NCDENR) Division of Energy Mineral and Land Resources (DEMLR).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DEMLR Regional Office. (The appropriate office may be found by clicking on the
interactive online map at http://portal.ncdenr.org/web/guest/regional-offices. Copies of the original permit can be
obtained from the Regional Office of the Division of Energy, Mineral and Land Resources.)
This Renewal is for STORMWATER PERMIT #: SW SW8 940217
Please check which of the following permit renewal scenarios apply. Initial in the spaces provided that you have
provided the required information.
-$ A. Renewal Only:
-$505 fee
-Renewal Form - Sign and complete all sections (send original & 1 copy)
-Recorded Documents Required By Permit: Deed restrictions, covenants, condominium/planned
community declaration & easements (if not already submitted to NCDENR DEMLR). Copies are
"
OR
acceptable.
-Designer's Certification (if required by permit and not already received by NCDENR DEMLR) (See the
%�
last page of your permit for a copy of the certification form.)
�r�
-1 Have a Copy of the Current Operation and Maintenance Agreement (O&M): Please Keep this on File
n />
with your permit.
i/�K1`/_�
-1 Do Not Have a Copy of the Current O&M: Initial This Line to Request a copy. (If NCDENR DEMLR
does not have a copy on rile, then will be notified to submit a new O & M form.)
you
❑ B. Renewal, and Modification:
-$505 Fee and Pages 1 & 2,of.'this Renewal Form
-SWU-101 Application Form (�hhh' portal.ncdenr.orp/webAvq/ws/su/statesw/forms docs)
-Recorded ocuments Required By Permit: Deed restrictions, covenants, condominium/planned
community_declaration &,easements (if not already submitted to NCDENR DEMLR):' Copies are
acceptable? •,.
- Under #ll '.1. on SWU,101 Application Form —Check Box for Modification w/Renewal
-Designer's Certification (if required by permit and not already received by NCDENR DEMLR) (See the
last page of your permit fo'r a.copy of the certification form.)
- O&M Agreement (http://portal. ncdenr.orq/web/wq/ws/su/bmp-manual)
■❑
Request a NCDENR DEMLR site inspection if transferring permit to new property owner.
Submit One of the Two Following Forms below (forms available at http://portal.ncdenr.oro/ Tmem,
stormwater-forms dots). M L
Form SWU-102 (Renewal Form) Rev. Oct. 31, 2013 Page 1 of4 JUL 16 2021

Chapter 47F of the General Statutes)
❑ D. Renewal, Modification, and Transfer (or Name Change): Please submit pages 1 and 2 of
this Renewal form along with all Items listed In I. B. and C. above (check this box and initial items
in B. & C. that you are submitting to NCDENR DEMLR).
II. APPLICANT'S CERTIFICATION
Note: The legally responsible parry is the current permittee and/or the legally responsible representative until such time that the permit is officially
transferred through a request to DEMLR by the permittee.
I, (print or type name of permittee or person legally responsible for the permit) Peter Beardsley
certify that I have a copy of the DEMLR Approved Permit and O&M Agreement on -site (OR I have obtained a copy
from DEMLR 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. I agree to notify DEMLR of any
problems with the system and prior to any changes to the system or changes in ownership I will (or have through
this renewal application) notify NCDENR DEMLR and submit the proper forms to modify or transfer the permit. All
information provided on this permit renewal application is, to the best of my knowledge, correct and complete.
Permittee Title:President The Keys at Kure Beach HOA Inc.
IvV 1MMlL 1IVIv.
personally appeared before me this day of
the forgoing stormwater BMP maintenance
My commission e)
Notary Signature:
a Notary Public for the State of
aN , and acknowledge the due execution of
my hand and official seal,
- 0 ;� W eb' t>L-
JUL 16 2021 : NOTAAY m�
My
Z
S11=24 U
III. GENERAL INFORMATION
1. Stormwater Management Permit Number: SW8 940217
t-r
2. Permit Holder's name (specify the name of the corporation, individual, etc.):
The Keys at Kure Beach HOA, Inc.
701 Sailor Court
Kure Beach. NC 28449 -
r - 4,
Form SWU-102 (Renewal Form) Rev. Oct. 31, 2013 Page 2 of 4 ; 0

i 13. Print Owner/Signing Official's name and title (person legally responsible for permit):
Peter Beardsley
President
4. Mailing Address for person listed in item 2 above:
701 Sailor Court
City:Kure Bech State:NC Zip:28449
Phone: (910 ) 262-2176
Email:sedderts ftrocketmaiI.com
5. Project Name: The Keys at Kure Beacch
6. Location of Project (street address):
Fax: (N/A )
City:Kure Beach County:New Hanover Zip:28449
7. Directions to project (from nearest major intersection):
Cross over Snow's Cut in southern New hanover County on US Hwy 421 proceed south to Kure Beach Villiage
Way, turn right, proceed to Sailor Court. Pond is on the left.
lG. ,
JUL 16 2021
IV. PERMIT INFORMATION: By;
1. Specify the type of stormwater treatment: ❑Constructed Wetland ❑Bioretention ®Wet Detention Pond
[]Dry Detention Basin ❑Infiltration Basin ❑Infiltration Trench ❑Sand Filter []Other:
2. If any changes were made to the original DEMLR approved project list them in the space below (attach additional
pages if needed and provide "As -Built" drawings with this application). If major changes have been made to your
project please request a plan revision or modification of the permit and submit "As Built" drawings along with a final
Form SWU-102 (Renewal Form) Rev. Oct. 31, 2013 Page 3 of

Designer Certification Forms are available from each NCDENR DEMLR Regional Office.
No major changes noted since renewal was completed in April, 2012. ASsbuilt drawing attached has been verified
by the engineer and the drawing has been resealed. There are NO changes since drawing was accepted by
NCDENR on April 23, 2012
0 W Or- !
JUL 16 2021
BY:
Form S WU-102 (Renewal Form) Rev. Oct. 31, 2013 Page 4 of 4

Permit No.
(to be provided by DWD)
®4/
WA
NCDENR
Project name
Contact person
Phone number
Dale
Drainage area number
o�C'F W A r f-?
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o c
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted,
The Required Items Checklist (Pad ill) must be punted, filled out and submitted a" with all of the required information.
March 19. 2010
Kum Beach
II. DESIGN INFORMATION
Site Characteristics
Drainage area
1,111,216 f?
Impervious area, post -development
580.220y1'
%impervious
52.21 %
Design rainfall depth
1.0 (1988 studs).. in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runo# volume
Pm -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prefpost control of the tyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
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 10fl vegetated shelf elevation
Bottom of tOfl vegetated shelf elevation
Sediment deanout, lop elevation (bottom of pond)
Sediment deanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
56,974,fl7
57,935 ft'
N/A:ft3
fit'
fit'
it,
fta
N (1988 surds.) (Y or N)
in
(unitless)
(unitless)
ruhr
N/A flslsCC
N/A fl3/sec
' fl'/seC
15.30"fmsl
14.35' hnsl
13.5' e/- fmsl
N/A fast
N/A hnsl
11.35' hnsl
10.35' fmsl
It
N (Y or N)
IN
#VALUE]
OK, volume provided is equal to or in excess of volume required.
#VALUEI
Form SW401-Wet Detenean Bes n-Rev.8-9/17/09 Pens I. a II. Design Summary, Page 1 ol2

Permit
(to be pmvded by DWD)
II. DESIGN INFORMATION
Surface Areas .,
Area, temporary pool ;1
59,850'it'
Aria REQUIRED, pennumerd pool
50, Z43 ftz
iSAIDA ratio
0. o4.42 _ 1(unifless)
Area PROVIDED, pemmanent pool, A,_.
59,850ft` OK
Area, bottom of 1011 vegetated shelf, Am ea
N/A 11`
Area, sediment deanoul, lop elevation (bottom of pond), Am cae
51,367 f?
Volumes
Volume, temporary pool
57,935 ftl OK
Volume, permanent pool, Vre„ Pel
166,660,fta
Volume, forebay (sum of fombays 9 more than one forebay)
NIA; it'
Forebay % of permanent pool volume
NIA %
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N/A (Y or N)
SAIDA ratio
0. 0¢5- - (unifless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N/A '(Y or N)
Volume, permanent pool, Vpa,,,ym
166,660 fit,
Area provided, permanent pool, Ate,,, w
59,850 ft`
Average depth calculated
4.0" It
Average depth used in SAIDA, it., (Round to nearest 0.511)
4.0" it
Calculation option 2 used? (See Figure 10-21g)
N/A (Y or N)
Area provided, permanent pool, A.-"
59,850 It,
Area, bottom of 10ft vegetated shelf,
It`
Area, sediment deanout, top elevation (bottom of pond), Aw.�
51,367 fe
'Depth' (distance War bottom of IN shelf and top of sediment)
#VALUE! It
Average depth calculated
it
Average depth used in SAIDA, da„ (Round to nearest 0.5ft)
It
Drewdown Calculations
Drewdown through orifice?
_
Y l(Y or N)
Diameter of orifice (t circular)
3.25 in
Area of orifice (if-noncimular)
in
Coefficient of discharge (Co)
0.60 (uni0ess)
Driving head (Ho)
0.30 it
Drawdown through weir?
(Y or N)
Weir type
(unittess)
Coefficient of discharge (C,)
(unless)
Length of weir(L)
it
Driving head (H)
i -ft
Pre -development 1-yr, 24-hr peak flow
N/A. ft'/sec
Post -development 1-yr, 24-hr peak flow
- N/A, ft3/sec
Storage volume discharge rate (through discharge orifice or weir)
0.1695 (AVG.) ft3/sec
Storage volume drawdown fime
3.90. days
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow S orifice?
Freeboard provided
Vegetated filler provided?
Recorded drainage easement provided?
Capures all runoff at ultimate butldout?
Drain mechanism for maintenance or emergencies is:
,�- ZA/G1.u0E5 SED('1EMf SToltA(�£ —
oLD FIETNODOL04y
199R REVS.
OK, draws down in 2-5 days.
3.:1
Of
N/A :1
OK
N/A ft
OK
Z•54 :1
Y (Y or N)
OK
1.7It
OK
NIA '(Y or N)
OK
CommonAma (Y or N)
OK
Y (Y or N)
OK
Vanual Pump Out
Form SW401-Wet Detenban Basin-Re,11-w17A9 Pans I. a It. Design Summary, Page 2 of 2

ri ure iu-co
*Vegetation not shown da,,: Average depth of permanent pool to use in the SAlDA tables (ft)
**Freeboard & hardened
Option 1: day = Vpdm_poor
emergency overflow 9vs _veer
not shown 10.25x
Option 2: dam.= l+
***S4desdope sta8idized t
per FE judgment
Temporary pool
Permanent pool
Outlet above Bottom of vegetated shelf
temporary pool** Bottom of pond (Sediment
clean -out top elevation)
Outlet orifice Sediment clean -out
I I bottom elevation Side slo
Aj,a_: rty )]+[(Ate a g 24a pth
e
***
Side slope
3:1
Vegetated* f�i Forebay
Side slopes
shelf -.2:1
1Oft, 10:1
w y: ,% I.
,
I Sfty`�. IF'orebayB erm,
Sedimeit storage (mm .F;ft), 1 , ' � 1 �
Depth: 'Distance,between_bottom'ofshelf5and;bo,ttom''ofpond,(excludes,sediment)'(ft)
N
Surface area,at bottom46`f shelf;(mcludes4mam=pond3&,fore8ay(s)}A (ft2)`
Sur`face area,at;permanent,p'o,ol (iricludes mam`pond-,�@ forebay,(s))p(ft?)
O Ab,t�,na: ;Sur`face-area at?bottom,ofpond excluding lsedime nt storage,(main pond orily)�(ft2)
� t � YAQ
Vm���'S Volume oflpermanent pool includes mom pond forebay(s) ,excludes "sediment) (t;
1 1 : ,l
zw 10 80

Figure 3-2b: Determining Orifice Driving Head, Two Outlet Structure Configurations
Overflow Weu'
Overflow R%eu' (Higher than Temp Pool;)
(At top of Temp Pool) Temporary Pool Contauwrg \
\ Additional Volilinegiv
Head on Orifice,H ....7
Head on Orifice,H......'."_...............
Drivvrg Head,Ho H/3-"
o�oti � � gad
Dnvmg Head,Ho H/3.....

Permit
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
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.
l}_ 45-r3u/L'f 1
Sac'L.*f
wU eu
4MCA6a
Arty wNEYE
4QUIe6n
13V OZI&Ir1A1,
"PI CAIT-
Sur3kvl r rIA i.
i
A5130lif
SNowN
VUE7 E
At'Y 015LE
85tf N/A
�N ,QS-f3UlL1
S Id As-t3urcr
Plans (1" - 50' or larger) of the entire site showing:
9,.
- Design at ultimate build-out,�OL
Off drainage
�" g ••.,
OL j'.
- -site (if applicable),g�
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
L B
- Pretreatment system,
- E a f° L ' 3
- High flow bypass system,
t. B987 ,
Maintenance access,
p •.• M,; I ; �`' A',
- Proposed drainage easement and public right of way (ROW),
fps'••..-• •_-, `V
- Overflow device, and
- Boundaries of drainage easement.
'ell Zi'I u
2. Partial plan (1' = 30' or larger) and details for the wet detention basin showing:
NC
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
Forebay hardened
- and main pond with emergency spillway,
- Basin cross-section,
'
- Vegetation specification for planting shelf, and
o
- Filter strip.
3. Section view of the wet detention basin (1" = 20' or larger) showing:
O
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
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,
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
�i�
A5'l3U/Gr
entire drainage area is stabilized.
7. The supporting calculations.
8s><
TYA(f/ED
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
AWN
4440,v'
9. A copy of the deed restrictions (if required).
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.8-9/17/09 Part III. Required Items Checklist, Page 1 of 1

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r. s. .I� .

State Stormwater Management Systems
Permit No. SW8 940217
the Keys 9 Kure Beach= -`-
Stoimwater Project No=940217---j
New Hanover County
Engineer's Certification
I, �eP!/ 'r d/«. � 'Tr • F , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically/ ) the construction of the
project,
for 7—h.. i�ey %a �rc f cy D,Q Z c • (Project Owner) hereby state that, to the best of my abilities, due
care and diligence was used in the observation of the project construction such that the construction was
observed to be built within substantial compliance and intent of the approved plans and specifications.
Signature.,.. 0„�1oQ .5 /W,92
Registration Number
Date /D�/�1D9 rfCy;)
CA
4
OC
8Y; 2009
7

State Stormwater Management Systems
Permit No. SWS 940217
The Keys @ Kure Beach
G�
Stormwater Project No. 940217
New Hanover County
Engineer's Certification
I, ePa ,P A//« Tr. PF , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically/vsilpWORM) the construction of the
project,
�T'�ie Keys ���� BeseH (project)
for T v /&W Z�c : (Project Owner) hereby state that, to the best of my abilities, due
care and diligence was used in the observation of the project construction such that the construction was
observed to be built within substantial compliance and intent of the approved plans and specifications.
Sign,srrre.,. Q 5 /W t l ��_
Registration Number
Date /0�/�1D9
C.4qOl:ti
7

State Stormwater Management Systems
Permit No. SW8 950814
Kure Beach Village Phase III `:�2
Stormwater Project No-95Q8I4j
New Hanover County
Engineer's Certification
I, 1TEPN S• 9/1-1- .T. PE , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the
Project,
Lre 3L4CN l// ��A F!q E �L _/% (P-tpject)
for Zbe eys/c�/tu�[ �Ce a fiDA T c • (Project Owner) hereby state that, to the best of my abilities, due
care and diligence was used in the observation of the project constriction such that the construction was
observed to be built within substantial compliance and intent of the approved plans and specifications.
Signature ` �,l
Registration Number bQ3Z
Date /0
�.�!Es Srog4i
ti
n SEAL`iir% a
. vltiE
~Fph
22
1,ao9
7.

/ Y ,
State Stocmwater Management Systems
Permit No. SW8 950814
Kure Beach Village Phase III
Stormwater Project No. 950814
New Hanover County
Engineer's Certification
I, lT EPN S• V/LL f Tr. as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (Periodically/weekly/full time) the construction of the
Project,
for "f Eeys/���n L� a f/W irc • (Project Owner) hereby state that, to the best of my abilities, due
care and ' gene 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.
Signature S
Registration NumberZ
Date /0
22
1p09 b
7.

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