SW8920807_CURRENT PERMIT_20170321

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Gj20i�(J'l
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
1'1 0321
YYYYMMDD

Energy, Mineral &
Land Resources
ENVIRONMENTAL OUALITY
March 21, 2017
Henry E. Becker, Jr., Director of Public Works
Town of Kure Beach
117 Settlers Lane
Kure Beach, NC 28449
Subject: Permit Renewal
State Stormwater Management Permit No. S`%'8 920807
Kure Dunes Phase II
New Hanover County
Dear Mr. Becker
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Otrector
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 (DENB R). 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 Kure Dunes Phase II on January 12, 2017. The Division is hereby notifying you that permit
SW8 920807 has been renewed on March 21, 2017, and shall be effective until October 8, 2020. 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 December 2,
1992 and subsequently revised on December 9, 1993 and modified on October 8, 1998, will remain in full
force and effect in accordance with the regulations set forth in Title 15A NCAC 2H.1000 effective September
L 1995.
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 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
cvww.NCOAH.com. Unless such demands are made this permit shall be final and binding.
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington. NC 28405
910 796 7215

State Stormwater Permit Too. SWfi 920807
Page 2 of 2
If you have any questions, need additional copies of the permit or approved plans, please contact Christine Hall
at [phone].
Sincerely.
- Tracy Davis, P-kl Director
Division of Energy, Mineral and Land Resources
ODS/canh \\\Stormwater\Permits & Projects\1992\920807 HD\2017 03 permit 920807
cc: Wilmington Regional Office
ed.
State of Non Carolina 1 Environmental Quality I Energy. Mineral and Land Resources
NSlmingron Regional Office 1127 Cardinal Drive Extension I Nilmington. NC 28405
910 796 7215

State Stormwater Management Systems
Permit No. SW8 920807
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
6��:�9��1:1'/\►H7 yII 3Zi7 7i�i1��7r� zd�I.�i 1oil
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
Town of Kure Beach
Kure Dunes Phase 11
Kure Dunes Lane, Kure Beach, New Hanover County
FOR THE
construction of impervious areas to be treated in an off -site permitted stormwater facility, and for the
construction of impervious surfaces to be treated in underground infiltration trenches, 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 (hereafter referred to
as the Division or DEMLR) and considered a part of this permit The stormwater runoff from the site will
be routed to a detention pond operated and maintained by Beachwalk Development, Inc. under the
terms and conditions set forth in Permit No. SW8 960518.
This permit shall be effective from the date of issuance until October 8, 2020, 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 stormwater system permitted under #SW8 960518 has been approved for the management
of stormwater runoff as described on page 2 of this permit, the Protect Data Sheet. The built -
upon area allotted to this development by Stormwater Management Permit #SW8 960518 is
182,577 square feet. This project proposes a total of 29 single family lots, each allowed a
maximum of 70% of their lot area as built -upon area, per Kure Beach ordinance. In addition,
Lots 31, 32 and 33 drain to an underground trench system, and 4,960 square feet of entrance
road drain to an underground trench system, as shown on the approved plans. Page 3 of this
permit describes the design requirements for the infiltration trench systems, which will be
operated and maintained by the Town of Kure Beach
3 Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
Page 1 of 7

State Stormwater Management Systems
Permit No SW8 920807
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
PROJECT AREA BEING TREATED OFFSITE DATA SHEET
Project Name
Permit Number:
Location
Applicant.
Mailing Address
Application Date:
original)
Water Body Receiving Stormwater Runoff
Classification of Water Body.
Pond Depth, feet.
Permanent Pool Elevation, FMSL:
Total Impervious Surfaces, f12
70 lots at 4.000 ft' each
20 duplex buildings @4.000 ft2 each
Roads/Parking, ft'
Kure Dunes Phase II, (SW8 920807)ft2.
Kure Dunes Phase III, (SW8 950709)ftz
Community Court, ft2
Offsite Area to Pond, Fourth Avenue/Largo, ft2:
Required Surface Area, ftz:
Provided Surface Area, ft2
Required Storage Volume, ft':
Provided Storage Volume, ft'
Temporary Storage Elevation, FMSL
Controlling Orifice
Beachwalk @Kure Beach
SW8 960518
New Hanover County
Mr. Robert Weinbach, President
Beachwalk Development, Inc.
1009 N Lake Park Boulevard
Carolina Beach, NC 28428
October 7, 1998 modification (December 4, 1997
Cape Fear River
"S B"
7.5
18.1
1,057,271
280,000
80.000
110,000
182, 577
243,502
23,900
137:214
28,167
42,400
86,610
101,400
20 1
4" _ pipe
Page 2 of 7

State Stormwater Management Systems
Permit
No SW8 920807
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
ONSITE INFILTRATION BASIN PROJECT DATA SHEET
Project Name:
Kure Dunes Phase II
Permit Number.
SW8 920807 Modification
Location.
New Hanover County
Applicant:
Town of Kure Beach
Mailing Address
117 Settlers Lane
Kure Beach, NC 28449
Application Date:
October 7, 1998 modification
Water Body Receiving Stormwater Runoff
Cape Fear River
Classification of Water Body:
"SC"
-------- (Entrance Road)--------
(Lots 31-33)
TRENCH A TRENCH B
TRENCH C
Total Impervious Area. ft'
3,360 1,600
13;514
Trench Dimensions, LxWxH, ft:
70 x 6.5 x 1 67 26 x 8 x 1.67
180 x 7.5 x 2
Pipe Diameter, inches:
8 8
12
Length of Pipe, ft.
140 54
180
Required Volume, ft'
266 127
1,126
Provided Volume, W.
352 169
1,165
Bottom Elevation, FMSL:
14.8 16.9
143
Seasonal High Water Table Elevation; FMSL:
12 12
12
Type of Soil:
Beach Sand
Expected Infiltration Rate:
2.75 gallons per hour per square foot
Bottom Surface Area Available, ft2:
455 208
11350
Drawdown Time, hours.
2 1 2.2
2.3
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 920807
4. This subdivision is limited to the amount of built -upon area indicated in the supporting
calculations and per approved plans. The portion of the project that is treated in the detention
pond must have a built -upon area less than or equal to the amount permitted under Stormwater
Permit #SW8 960518. Additional built -upon area will require a modification to SW8 960518.The
portion of the project treated in the infiltration system is limited to a total of 18,474 square feet
The Town of Kure Beach is responsible for verifying that the proposed built -upon area per lot
does not exceed the allowable built -upon area, proposed as 70% of the total lot area, for every
lot in the subdivision. Once the lot transfer is complete, the built -upon area may not be revised
without approval from the permittee and the Division, and responsibility for meeting the built -
upon area limit is transferred to the individual property owner.
The following items will require a modification to the permit
a Any revision to the approved plans; regardless of size.
b. Protect name change.
c Transfer of ownership
d. Redesign or addition to the approved amount of built -upon area.
e Further subdivision of the project area.
f. Alteration of any drainage feature (piping, swales, etc.) shown on the approved plan
The Director may determine that other revisions to the project should require a modification to
the permit.
II. SCHEDULE OF COMPLIANCE
1. No person or entity, including the permittee, shall alter any component of the approved
stormwater system shown on the approved plans unless and until the Division has approved of
the revised plan
2. 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 except roads.
3 During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
4. Beachwalk Development, Inc shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater detention pond functions at optimum efficiency.
The approved Operation and Maintenance Plan must be followed in its entirety and maintenance
must occur at the scheduled intervals including, but not limited to.
a Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications
f Debris removal and unclogging of outlet structure, orifice device and catch basins and
piping
g. Access to the outlet structure must be available at all times.
The Town of Kure Beach is responsible for keeping the collection system in Phase II clear of
debris, and for the maintenance of the infiltration systems for Lots 31, 32 and 33, and the
entrance road. Maintenance shall include those same items as indicated in #3, page 5 above,
except that two additional items will be required: 1-If the system is not drawing down within 5
days: notify the Division; and 2- The system will be tested annually for compliance with the
volume and drawdown rate. The system will be restored or repaired to design condition if a
problem is found.
6. Beachwalk Development, Inc. and the Town of Kure Beach, must keep records of maintenance
activities for their respective systems, and make them available upon request to authorized
personnel of the Division The records will indicate the date, activity, name of person performing
the work and what actions were taken.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 920807
7. 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
8. Beachwalk Development, Inc has provided a certification from an appropriate designer for the
system installed, certifying that the permitted facility has been installed in accordance with
Stormwater Permit #SW8 960518, the approved plans and specifications, and other supporting
documentation The Town of Kure Beach is responsible for providing a Certification from an
appropriate designer for the infiltration trench system, certifying that the system has been
installed in accordance with the design conditions listed on Page 3 of this permit.
9 A copy of the approved plans and specifications shall be maintained on file by the Permittee for
a minimum of ten years from the date of the completion of construction
10. All runoff from the lots permitted to drain into the offsite system must be directed into that system.
Runoff from the 3 lots and road to be treated in the infiltration systems must be directed into the
appropriate system, as shown on the approved plans.
11 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
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the stormwater rules, is subject to enforcement action as set forth in
NCGS 143, Article 21.
2. 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 Name/Ownership Change
Form, accompanied by the supporting documentation as listed on the form, to the Division of
Energy, Mineral and Land Resources at least 60 days prior to any one or more of the following
events
a. An ownership change including the sale or conveyance of the protect area in whole or
in part, except in the case of an individual lot sale that is made subject to the recorded
deed restrictions,
b. The sale or conveyance of the common areas to a Homeowner's or Property Owner's
Association; subject to the requirements of Session Law 2011-256,
c Bankruptcy,
d. Foreclosure, subject to the requirements of Session Law 2013-121;
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e) and
NCGS 57D-6-07:
f. A name change of the current permittee,
g A name change of the project;
h A mailing address change of the permittee;
3. The permittee is responsible for compliance with all permit conditions until such time as 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
stormwater permit
4 The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, Beachwalk Development, Inc. (for the detention pond) or the Town of Kure Beach
(for the infiltration systems) as appropriate, shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
stormwater management systems.
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 920807
6. The permittee grants permission for DENR Staff to enter the property for the purpose of
inspecting all components of the permitted stormwater management facility.
7 The permit issued shall continue in force and effect until modified, revoked, terminated or
renewed. The permit may be modified, revoked and reissued or terminated for cause The filing
of a request for a permit modification, revocation and reissuance or termination does not stay
any permit condition.
8 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 as allowed by the laws,
rules and regulations contained in Session Law 2008-211, Title 15A NCAC 2H 1000, and
NCGS 143-215.1 et. al.
9 The permittee shall submit a permit renewal application request 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.
Permit renewed, updated, and re -issued this the 21s' day of March, 2017
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
I racy Davig/ F.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 920807
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 920807
Kure Dunes Phase II
Stormwater Permit No SW8 920807
New Hanover County
Engineer's Certification
I, , 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.
7
otect)
for (Project Owner) hereby state that, to the best of my
abilities; due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans
and specifications.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 7

11 It
OPERATION & MAINTENANCE MANUAL
STORMWATER MANAGEMENT SYSTEM
KURE DUNES- PHASE H
NOVEMBER 1992
Prepared For
KURE DUNES - PHASE II
Kure Beach, North Carolina
Prepared By
HENRY VON OESEN AND ASSOCIATES, INC.
Consulting Engineers & Planners
805 North Third Street -- P. O. Drawer 2087
Wilmington, North Carolina 28402
[phone] -- Fax [phone]
DEC 0 8 1992 lJ
DEfd
zoJ # 970807
HENRY VON OESEN AND ASSOCIATES
CONSULTING ENGINEERS
AND PLANNERS
�.. 31777.01 (090992)

rA
TABLE OF CONTENTS
SECTION/DESCRIPTION PAGE(S)
Section 1: Brief History and Background of the System 1
Section 2: Operating Personnel Responsibilities 1
Section 3: Management Responsibilities 2
Section 4: Description of System Components 2
Section 5: Surveillance and Inspections 3
Section 6: Accidental Spills/Overwash of Polluted Areas 3
Section 7: Maintenance of Facilities 4
Section 8: System Certification 5
Section 9: Owner's Verification of Acceptance 5
i

OPERATION & MAINTENANCE MANUAL
STORMWATER MANAGEMENT SYSTEM
SURE DUNES - PHASE II
KURE BEACH, NORTH CAROLINA
SECTION 1: BRIEF HISTORY AND BACKGROUND OF THE SYSTEM
The proposed project is a 25 lot residential subdivision located west of
U.S. 421 (Fort Fisher Boulevard) in northern Kure Beach, North Carolina. The
stormwater management system consists of a detention pond and an
infiltration system. The detention pond, located in the southwest corner, shall
serve 14.34 acres including Phase II (5 acres), future development area to the
west of Phase II, and an existing off -site area.
The infiltration systems shall serve part of the entrance road to Phase II
(Kure Dunes Lane), and Lots 31, 32, and 33. The systems are located within
the street right of way, in a public utility easement adjacent to U.S. 421 and
drainage easement on Lots 31, 32, and 33.
SECTION 2: OPERATING PERSONNEL RESPONSIBILITIES
A. The Owner of the subdivision is a partnership, Kure Beach
Associates, P. O. Box 179, Wilmington, NC. The local contact person is
Joseph C. Hearne, [phone].
B. Kure Beach Associates shall construct the stormwater facilities and
when complete turn over to the Town of Kure Beach to own and maintain.
The Town contact person shall be Mayor J. E. Foster, II, Town of Kure Beach,
P. O. Box 3, Kure Beach, NC 28449, telephone [phone].
1

SECTION 3: MANAGEMENT RESPONSIBILITIES
It is believed that management of the facilities will require only that it be
included among other facilities requiring periodic verification from
maintenance personnel reports and repair requirements and cost.
SECTION 4: DESCRIPTION OF SYSTEM COMPONENTS
A. All piping in improved areas is underground. Pipes have been sized
to accommodate that runoff from a 10-year frequency storm. This is a
standard of design which has been found to be economically feasible for the
sizing of drainage pipelines in eastern North Carolina. Pipelines are graded so
as to maintain a velocity of at least 2 feet per second and not exceed 5 feet per
second. This will assure against deposits in the pipe system and yet not cause
intense transport of particulate and suspended solids in the flows.
B. Rainfalls of greater intensities or longer duration will not normally
exceed the capacity of the system as such flows will increase the hydraulic
gradient of the system, resulting in increased velocity and capacity. Care has
been taken to avoid flooding in the system; however, short-term ponding in the
low areas of the streets may occur during extremely heavy rains such as
accompany tropical storms. This should also deter flooding of the system.
C. The infiltration system has been designed in accordance with criteria
set out in DEHNR Division of Environmental Management Regulation Section
1000, "Stormwater Runoff Disposal'. Details are set out on the plans. The
systems will store the runoff from a one -inch (1") rainfall and infiltrate the
stormwater within five days. Overflows are provided to pass storms in excess
of one inch.
D. The detention pond system has been designed in accordance with
criteria set out in DEHNR Division of Environmental Management Regulation
2

Section 1000, "Stormwater Runoff Disposal'. Details are set out on the plans.
The system will store the runoff from a one -inch rainfall and release the
stormwater in not less than two days, and not more than 5 days. An overflow
is provided to pass storms in excess of one inch.
SECTION 5: SURVEILLANCE AND INSPECTIONS
A. It is suggested that a visual inspection be made monthly of the
surface areas of the system to detect any indications of blockages or flooding
at inlets, manholes, or erosion or damage to swales, ponds, vegetative filters
and outlet pipes. A simpler inspection should be made following heavy rainfall
and storm events.
B. A suggested semiannual inspection should be made, removing covers
of all structures, cleaning out debris or deposits from the structures. Visual
lamping of the pipelines should be made to detect any obstruction or damage
to the lines. Ground slopes should be checked and repaired where necessary.
C. Additional monitoring needs may be required by the Division of
Environmental Management in the future. These requirements will be
incorporated into the current maintenance plan.
D. A report should be prepared in simple form and maintained in the
proper file for all such inspections and maintenance actions. Copies should
be sent to Management as information.
SECTION 6: ACCIDENTAL SPILLS OR OVERWASH OF POLLUTED AREAS
A. In the event of an accidental spill or overwash of an area containing
hazardous material, the event should be immediately reported to Rick Shiver,
Regional Supervisor, Division of Environmental Management, 127 Cardinal
Drive Extension, Wilmington, N. C. 28405-3845 (Telephone [phone]).
3

r.
B. Immediate action by the Town of Kure Beach personnel should be
taken to contain the spill or overwash, if possible. Corrective actions should
be taken with the advice of the Regional Supervisor or other designated official
having authority in such matters.
SECTION 7: MAINTENANCE OF FACIIdTIES
A. Pipelines should not normally require cleaning. If required, normal
pipe cleaning equipment operating from structural openings should be used.
B. Inlets, catch basins and manholes should be cleaned by direct
removal of obstructions and debris through the top opening.
C. The infiltration system swales and ditches located along U.S. 421
will require periodic cleaning by removal of sediment deposits and eroded
material. The use of hand labor and fine grading equipment such as Gradall
type units is suggested. The material should be trucked to an approved site
for disposal.
D. The pond system should be checked periodically for siltation, algae,
or weed growth and accumulations of oil and grease. When 0.5 feet of silt
accumulates, maintenance should be accomplished to remove the material.
When algae or weed growth exceeds 25 percent of the normal water surface
area, the algae and/or weed growth should be removed and disposed of
properly. When oil or grease is visible, an absorbent material shall be used to
remove these materials.
E. Where maintenance problems appear to affect the successful
operation of the facilities, assistance should be sought from the Designers or
competent sources.
M

t
SECTIONS: SYSTEM CERTIFICATION
The Owner will make the necessary arrangements to be able to provide a
statement from a North Carolina Professional Engineer that the system was
constructed in accordance with the approved plans.
SECTION 9: OWNER'S VERIFICATION OF ACCEPTANCE OF O & M
MANUAL
I have read the above operations and maintenance manual for the
proposed stormwater system and will incorporate the maintenance
requirements into our program.
Hon. Foster, III, Mayor
To f Kure Beach, North Carolina
Sworn'to and subscribed before me this the c2 day of A 04Y ku 19'la-
Wi}nes$"'lih;,hand and official seal.
' Jtawvo
Notary Pi4bic
5� 19
lion
�� expires /� -
5
I
n m
n DEC C 8 1992
utivl
:oJ # gwSo�

OPERATION & MAINTENANCE MANUAL
STORMWATER MANAGEMENT SYSTEM
KURE DUNES - PHASE II
SEPTEM 3ER 1992
Prepared For
SURE DUNES - PHASE II
Kure Beach, North Carolina
Prepared By
HENRY VON OESEN AND ASSOCIATES, INC.
Consulting Engineers & Planners
805 North Third Street -- P. O. Drawer 2087
Wilmington, North Carolina 28402
[phone] -- Fax [phone]
�UnU( SEP 1 0 1992 U
OEM
nkoj CjQ0y0-.
®HENRY VON OESEN AND ASSOCIATES
CONSULTING ENGINEERS
AND PLANNERS
3777.01 (090992)
r��u;

TABLE OF CONTENTS
SECTION/DESCRIPTION
PAGE(S)
Section 1:
Brief History and Background of the System
1
Section 2:
Operating Personnel Responsibilities
1
Section 3:
Management Responsibilities
1
Section 4:
Description of System Components
2
Section 5:
Surveillance and Inspections
3
Section 6:
Accidental Spills/Overwash of Polluted Areas
3
Section 7:
Maintenance of Facilities
4
Section 8:
System Certification
4
Section 9:
Owner's Verification of Acceptance
5

OPERATION & MAINTENANCE MANUAL
STORMWATER MANAGEMENT SYSTEM
KURE DUNES - PHASE 11
KURE BEACH, NORTH CAROLINA
SECTION 1: BRIEF HISTORY AND BACKGROUND OF THE SYSTEM
The proposed project is a 25 lot residential subdivision located west of
U.S. 421 (Fort Fisher Boulevard) in northern Kure Beach, North Carolina. The
stormwater management system consists of a detention pond and an
infiltration system. The detention pond, located in the southwest corner, shall
serve 14.34 acres including Phase II (5 acres), future development area to the
west of Phase II, and an existing off -site area.
The infiltration system shall serve part of the entrance road to Phase II.
(Kure Dunes Lane), and is located adjacent to U. S. 421 in a public utility
easement.
SECTION 2: OPERATING PERSONNEL RESPONSIBILITIES
A. The Owner of the subdivision is a partnership, Kure Beach
Associates, P. O. Box 179, Wilmington, NC. The local contact person is
Joseph C. Hearne, [phone].
B. Kure Beach Associates shall construct the stormwater facilities and
when complete turn over to the Town of Kure Beach to own and maintain.
The Town contact person shall be Mayor J. E. Foster, II, Town of Kure Beach,
P. O. Box 3, Kure Beach, NC 28449, telephone [phone].
SECTION 3: MANAGEMENT RESPONSIBILITIES
It is believed that management of the facilities will require only that it be
included among other facilities requiring periodic verification from
maintenance personnel reports and repair requirements and cost.
1

SECTION 4: DESCRIPTION OF SYSTEM COMPONENTS
A. All piping in improved areas is underground. Pipes have been sized
to accommodate that runoff from a 10-year frequency storm. This is a
standard of design which has been found to be economically feasible for the
sizing of drainage pipelines in eastern North Carolina. Pipelines are graded so
as to maintain a velocity of at least 2 feet per second and not exceed 5 feet per
second. This will assure against deposits in the pipe system and yet not cause
intense transport of particulate and suspended solids in the flows.
B. Rainfalls of greater intensities or longer duration will not normally
exceed the capacity of the system as such flows will increase the hydraulic
gradient of the system, resulting in increased velocity and capacity. Care has
been taken to avoid flooding in the system; however, short-term ponding in the
low areas of the streets may occur during extremely heavy rains such as
accompany tropical storms. This should also deter flooding of the system.
C. The infiltration system has been designed in accordance with criteria
set out in DEHNR Division of Environmental Management Regulation Section
1000, "Stormwater Runoff Disposal'. Details are set out on the plans. The _
system will store the runoff from a one -inch (1 ") rainfall and infiltrate the
stormwater within five days. Overflows are provided to pass storms in excess
of one inch.
D. The detention pond system has been designed in accordance with
criteria set out in DEHNR Division of Environmental Management Regulation
Section 1000, "Stormwater Runoff Disposal'. Details are set out on the plans.
The system will store the runoff from a one -inch rainfall and release the
stormwater in not less than two days, and not more than 5 days. An overflow
is provided to pass storms in excess of one inch.
2

SECTION 5: SURVEILLANCE AND INSPECTIONS
A. It is suggested that a visual inspection be made monthly of the
surface areas of the system to detect any indications of blockages or flooding
at inlets, manholes, or erosion or damage to swales, ponds, vegetative filters
and outlet pipes. A simpler inspection should be made following heavy rainfall
and storm events.
B. A suggested semiannual inspection should be made, removing covers
of all structures, cleaning out debris or deposits from the structures. Visual
lamping of the pipelines should be made to detect any obstruction or damage
to the lines. Ground slopes should be checked and repaired where necessary.
C. Additional monitoring needs may be required by the Division of
Environmental Management in the future. These requirements will be
incorporated into the current maintenance plan.
D. A report should be prepared in simple form and maintained in the
proper file for all such inspections and maintenance actions. Copies should
be sent to Management as information.
SECTION 6: ACCIDENTAL SPELLS OR OVERWASH OF POLLUTED AREAS
A. In the event of an accidental spill or over -wash of an area containing
hazardous material, the event should be immediately reported to Rick Shiver, `
Regional Supervisor, Division of Environmental Management, 127 Cardinal l
Drive Extension, Wilmington, N. C. 28405-3845 (Telephone [phone]). `
B. Immediate action by the Town of Kure Beach personnel should be f
taken to contain the spill or over -wash, if possible. Corrective actions should
be taken with the advice of the Regional Supervisor or other designated official
having authority in such matters.
3

SECTION 7: MAINTENANCE OF FACILITIES
A. Pipelines should not normally require cleaning. If required, normal
pipe cleaning equipment operating from structural openings should be used.
B. Inlets, catch basins and manholes should be cleaned by direct
removal of obstructions and debris through the top opening.
C. Swales and ditches will require careful periodic cleaning by removal
of sediment deposits and eroded material. The use of hand labor and fine
grading equipment such as Gradall type units is suggested. The material
should be trucked to an approved site for disposal.
D. The pond system should be checked periodically for siltation, algae,
or weed growth and accumulations of oil and grease. When 0.5 feet of silt
accumulates, maintenance should be accomplished to remove the material.
When algae or weed growth exceeds 25 percent of the normal water surface
area, the algae and/or weed growth should be removed and disposed of
properly. When oil or grease is visible, an absorbent material shall be used to
remove these materials.
E. Where maintenance problems appear to affect the successful
operation of the facilities, assistance should be sought from the Designers or
competent sources.
SECTION 8: SYSTEM CERTIFICATION
The Owner will make the necessary arrangements to be able to provide a
statement from a North Carolina Professional Engineer that the system was
constructed in accordance with the approved plans.
Cl

SECTION 9: OWNER'S VERIFICATION OF ACCEPTANCE OF O & M
MANUAL
I have read the above operations and maintenance manual for the
proposed stormwater system and will incorporate the maintenance
requirements into our program.
Hon. J. E. Foster, III, Mayor
Town of Kure Beach, North Carolina
Sworn to and subscribed before me this the _ day of 19_.
Witness my hand and official seal.
(Official Seal)
My commission expires
19
Notary Pubic
5

DEMLR USE ONLY '
Date Received
Fee Paid
Permit Number
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
This form may be photocopied for use as an original_
This form is to be completed by the current permit holder pursuant to Title 15A NCAC 2H.1003 (h) (2). This states
that stormwater management permits, issued for projects that require the construction of engineered stormwater
control measures (High Density Permits), shall be required to submit an application to renew the permit 180 days
prior to expiration of the permit. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB
781) Section 60. (c).
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 Aw 1 ' C
submitted to the appropriate DEMLR Regional Office. (The appropriate office may ncTby clicking t e
interactive online ma at ht //l2ortal.ncdenr.or web/ uest/re ional-offices. Copies he rn rL%l� nn�^
P gig g P i4�f _ fperl»it c e
obtained from the Regional Office of the Division of Energy, Mineral and Land Resou s.)
BY:
This Renewal is for STORMWATER PERMIT #: SW i3 940007
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:
- 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
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.)
-I Have a Copy of the Current Operation and Maintenance Agreement (O&M): Please Keep this on File
with your permit.
-I 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 file, then you will be notified to submit a new O & M form.
❑ B. Renewal and Modification:
-$505 Fee and Pages 1 & 2 of this Renewal Form
SWU-101 Application Form (http://portal.ncdenr.org/web/wq/ws/su/statesw/forms dots )
-Recorded Documents Required By Permit: Deed restrictions, covenants, condominium/planned
community declaration & easements (if not already submitted to NCDENR DEMLR). Copies are
acceptable.
- Under #II. 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 for a copy of the certification form.)
- O&M Agreement ( http://portal.ncdeiir.org/web/wq/ws/su/bmp-manual)
Form SWU-102 (Renewal Form) Rev. Oct. 31, 2013 Page 1 of

❑ C. Renewal and Either. 1.) Permit Transfer to a New Permittee or 2.) Project Name Change:
Please submit all items in LA, and:
Request a NCDENR DEMLR site inspection if transferring permit to new property owner.
% Submit One of the Two Following Forms below (forms available at htto://12ortal.ncdenr.org/web/Ir/state-
stormwater-forms does).
1. HOA Name/Ownership Change Form: For planned communities (per Chapter 47C or
Chapter 47F of the General Statutes)
2. Name/Ownership Change Form: For -all other transfers
Please make sure all required information is submitted with the Name/Ownership Change form (as
stated in each of the available forms) and that all required signatures and initials are filled in properly!
Otherwise the name change or transfer can not be processed and the original owner will remain as the
permit holder: — — -- — —
❑ 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 DENIM.
II. APPLICANT'S CERTIFICATION
Note: The legally responsible party is the current permittee and/or the legally responsible representative until such time that the permit is
officially transferred through a request to DHMLR by the permittee.
],(print or type name ofpermittee or person legally responsible for the permit) /V2n/Ry E . 9-e-e keV J✓
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 i �4r
and the site has been, and will be, maintained according to the O & M Agreement. I agree
problems with the system and prior to any changes to the system or changes in ownership it� or hav the ugh
this renewal application) notify NCDENR DEMLR and submit the proper forms to modify transferrth� permit.
All information provided on th/�is permit renewal application is, to the best of my knowled correct and complet .
Permittee Title: li ' f y- - r �� �t u) ov k--S f:
Zo/
NOTARIZATION:
1, "« C-g � `t� V e- cy ``a Notary Public for the State of
Countyof _ r w \ a '] mil, do hereby certify that !1t �c t E
personally appeared before me this day of \ O , and acknowledge the due execution of the
forgoing stormwater BMP maintenance requirements. Witness my hand and official seal,
My commission
Notary Signatun
,r NOTARY '.`
MY
COMMISSION EXPIRES
U
2
Form SWU-102 (Renewal Form) Rev. Oct. 31, 2013 Page 2 of4

• III. GENERAL INFORMATION
,.1. Stormwater Management Permit Number: SW 9 9 Z 0 80-7
2. Permit Holder's name (specify the me of the corporation, individual, etc.):
3. Print Owner/Sign Official's name and title (pperson legally responsible for permit):
%yl eNZS E � 1, L LAJvi—k5
4. Mailing Address//Lfor person listed in item 2 above:
// ic52}f/evs 3,
e
City: Kure j?e/3d--- State: NG Zip: z n Yyj
Phone: ( 9)0 Fax: (�rV 1 1;4 85-
Email: 5,
5. Project Name: J� o r-P-S f l ws c. �1
6. Location of Project (street address):
City: i1-uv2- BcU e I - County: New 1""— Zip: Z `b Y I{')
7. Directions to project (from nearest major intersection):
ECEIVE
DEC 2 2 2016
BY:
Form SWU-102 (Renewal Form) Rev. Oct. 31, 2013 Page 3 of4

IV. PERMIT INFORMATION:
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 or updated stormwater system engineer certification (if not already provided to NCDENR). DEMLR Engineer
and Designer Certification Forms are available from each NCDENR DEMLR Regional Office.
Form SWU-102 (Renewal Form) Rev.Oct.31, 2013 Page4 of4
C E IV
DEC 2 2 2016
BY:

TO: Linda Lewis, Environmental Engineer
NC DENR/Division of Environmental Management
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Beachwalk
New Hanover County, NC
A & K Project No. 04054
Engineer's Certification
State Stormwater Management Systems
Permit NoSW8 960+5-8
SW 0g�_
RECEIVED
SEP 1 7 9nni,
BY:
I, J. Phillip Norris, P.E. , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically, weekly, e) the construction of the project,
Beachwalk
(Project)
for Beachwalk Homeowners Association (Project Owner) hereby state that, to the best of my abilities, due
care and diligence were 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.
Required items to be checked for this certification to be considered complete are on page 2 of this form.
Noted deviations from approved plans and specifications:
JPN/asn
04054 09-16-04-s-swcert.
SEAL
Signature
Registratio 11966
SEAL
Date September 16, 2004 �19�
cc: Tony Roberts, New Hanover County Building Inspector N. !!4L►P
Susan McDaniel Keelin, Attorney °j6&"W*'
CONSULTING ENGINEERS, INC
902 Market Street Wilmington, NC 28401-4733
910-343-9653 Phone [phone] Fax
www.andrewandkuske.com

'Certification Requirements:
The drainage area to the system contains approximately the permitted acreage.
The drainage area to the system contains no more than the permitted amount of built -upon area.
All the built -upon area associated with the project is graded such that the runoff drains to the
system.
The outlet/bypass structure elevations are per the approved plan.
5 The outlet structure is located per the approved plans.
Trash rack is provided on the outlet bypass structure.
All slopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3:1.
The inlets are located per the approved plans and do not cause short-circuiting of the system.
The permitted amounts of surface area and/or volume have been provided.
4�1 Required drawdown devices are correctly sized per the approved plans.
,:-12. All required design depths are provided.
All required parts of the system are provided, such as vegetated shelf, and a forebay.
.Z* The overall dimensions of the system, as shown on the approved plans, are provided.
cc: Tony Roberts, New Hanover County Building Inspector
Susan McDaniel Keelin, Attorney
CONSULTING ENGINEERS, INC.
902 Market Street Wilmington, NC 28401-4733
910-343-9653 Phone [phone] Fax
www.andrewandkuske.com

NOV Ili KUHK L'LHLH HEHL I Y HHH
I
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
FIRST AMENDJF4
PO �b}O n
CONDITIONS EP'SEMENTS
pE(`T,ARATTON OF RESTRICTIONS, ,((`_ „-
COVENANTS, AGREEMENTS, LIENS AND
(OR RESTRICTIVE COVENANTS) NJ4U)' U 1`ill!
DUNESKURE " — tgov 1 9 1992 V
D E Ivl g208oi
This is the first amendraent to those Restricti" #Daa1 anrs—
filed on August 7, 1992 in Book 1614 at Page 0816 of the New
Hanover County Registry filed by Kure Beach Associates, a North
Carolina Partnership (see Certificate filed in Book 1305 at Page
1007 and first anendment thereto filed in Book 1111 at Page 1816
both of the New Hanover County Registry). fib r
NOW THEREFORE y 'M
r zm�!4
7.
_ ;C
aririori z � m
p
ance with stormwater runoff rules adopted by the State
of North Carolina and therefore benefits may be en-
forced by the State Of North Carolina.
This covenant is to run with the land and shall be
binding on all parties and all persons claiming under
:;hem .
In witness whereof, Hure Beach AS50CiateS, acting by and
through its duly authorized General Partners, has caused this
instrument/to be signed in the Partnership name this the
I,
day of A/61;i',, n<ti_ 1992.
Post-lt"' brand fax trenim!ttal memo 7671 l0 or peg" .
Dept, tPhone Y.

NCV 19 'S2 03:-17F'M KURE BERCH REALTY HRH
5r=, nn7NL n=j Plj�
P.3
KURE BEACH ASSOCIATE'
[
BOOK PAGE BY 1 SEAL.
t q J 19ZW
HY: /NRTHUR SANDMAJf\., Partner
CHARLES M. WINSTON, Partnbr
STATE OF NORTH CA.ROLINA
COUNTY OF WAKE
PERSONALLY APPEARED before me,
a Notary Public in and for the County of Z­' and
State of North Carolina, JOHN B. HARRIS, JR., H. ARTHUR SANDMAN,
and CHARLES M. WINSTON, PARTNERS OF KURE BEACH ASSOCIATES, a
North Carolina General Partnership, who acknowledged the due
execution of the foregoing instrument for the uses and purposes
therein expressed for and in behalf of the Partnership.
c•7ITNESS mil hand and
notarial seal, this— i /7 daax of
1992.
Notary Public
My covTii�;s Xcdn rfey;pirer:
—.��'�'`
(S°ALF•;�''.
5TATE OF tiOATH CAROLINA
New HanO ver County
The Foregoing% ���, Certificate!!)°'
ry
--
'
No�rY t��� �'tiolic is.'aw <ertnN
-. sty
Fn he WrtFr-:.
—
��'''�::�''•''
Aebeaa•P[Tackeq Register of Deca>
BY
U
NOV 1 9 1992
Ltai
�J # 92o'8cn