SW8050519_HISTORICAL FILE_20050608

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
I� HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

State Stormwater Management Systems
Permit No. SW8 050519
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
John F. (Ricky) Parker, Jr. & Little Shallotte River, LLC
Live Oaks Subdivision
Old Ferry Road, Holden Beach, Brunswick County
FOR THE
construction, operation and maintenance of an infiltration basin 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 Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until June 8, 2015 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 infiltration basins, #1 and #2, have been approved for the management of
stormwater runoff as described in Section 1.6 on page 3 of this permit. The
subdivision is permitted for 44 lots, each allowed 2,250 square feet of built -upon
area.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. Each basin must be operated with a 50" vegetated filter.
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Page 2of8

State Stormwater Management Systems
Permit No. SW8 050519
0
The following design elements have been permitted for each infiltration basin
stormwater facility, and must be provided in the system at all times.
Basin # 1 2
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Lots at 2,250 ft2:
Roads/Parking, ft2:
Other, ft2:
Offsite, ft2:
Basin Depth, feet:
Design Storm:
Bottom Elevation, FMSL:
Permitted Surface Area @Bottom, ft2:
Permitted Storage Volume, ft3:
Storage/Bypass Elevation, FMSL:
Type of Soil:
Expected Infiltration Rate, in/hr:
7.15
311,360
0
58,012
42,750
15,262
0
5.0
1.5"
15.0
1,200
15,022
20.0
Sand
34
Time to Draw Down, hours: <1
Seasonal High Water Table Elev., FMSL: 13
5.2
226,685
0
75.836
56,250
18.586
1,000
0
4
1.5"
13.0
2,133
16,612
17.0
Sand
34
<1
11
Receiving Stream 1 River Basin: ICWW 1 Lumber
Stream Index Number: LBR59 15-25
o. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
"SA"
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be
revised without approval from the Division of Water Quality, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 050519
3. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or
drainage area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. 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.
7. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. Infiltration systems should not be used
as erosion control devices, due to the potential clogging. If the stormwater
system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
9. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
Page 4of8

State Stormwater Management Systems
Permit No. SW8 050519
10. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
12. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
13. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 050519, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is 2,250 square feet. This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
14. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
15. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 050519
16. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. * In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved.
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
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, the Permittee 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.
6. 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.
i. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
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.
Permit issued this the 8th day of June 2005.
NORTL�-CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
LIVE OAKS
BRUNSWICK COUNTY, NORTH CAROLINA
For
Little Shallotte River, LLC
2011 Elk Road SW
Suite 1, Live Oak Center
Supply, NC 28462
[phone]
May 2005
Prepared by:
NORRIS, KUSKE, & TUNSTALL CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
E-mail: [e-mail]
NKT Project No. 05044

DESCRIPTION:
The project site is a 9.5-acre tract located in Brunswick County, North Carolina.
The soils of the site consist of wooded, sandy topsoil and grades ranging from 0.5% to
3.0%. Approximately 3 acres will be graded to allow construction of a new residential
subdivision with paved access. The runoff from the site is estimated using the rational
method 10-year design storm and rainfall data for the area. Construction is scheduled
to begin as soon as all permits and approvals are obtained.
EROSION CONTROL MEASURES:
The attached plans and specifications give the requirements for erosion control
measures. Silt fencing will be provided along each side of the entrance drive where
stormwater would be expected to sheet flow from disturbed areas directly to adjacent
property. Gravel check dams will not be provided unless the Contractor has to
temporarily discharge into an open ditch instead of the proposed storm drain outfall.
The infiltration basins will be used as silt basins during construction and restored to
design contours prior to completion. A gravel construction entrance will be constructed
at the only entrance. Maintenance will be provided by the grading contractor and
developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in Brunswick County. Land disturbing on the site will
exceed one acre, which requires the site to comply with the State Regulations. The
stormwater runoff from the development will be directed to the two infiltration basins.
CONSTRUCTION SEQUENCE:
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed
when and if conditions warrant during construction. The retention basins will be
constructed immediately after that portion of the site is cleared, and outlet structure with
protection will be installed. Disturbed areas will be landscaped or seeded upon
completion.

EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. Install erosion control measures before beginning construction or as soon
thereafter as possible. All erosion and sediment control practices will be
checked for stability and operation following every runoff -producing rainfall but in
no case less than once every week. Any needed repairs will be made
immediately to maintain all practices as designed.
2. Maintain the gravel construction entrances in a condition to prevent mud or
sediment from leaving the construction site. The contractor shall inspect the
construction entrances on a daily basis. This will require periodic top dressing
with additional No. 4 stone. Any objectionable materials spilled, washed,. or
tracked onto public roadways shall be removed immediately.
3. Install erosion control measures around the drop inlets as shown on the plans to
trap silt during construction. Inspect the erosion control around the inlets after
each rain and make repairs immediately. Remove sediment when it becomes
0.50 deep to provide adequate storage volume for subsequent rains. When the
contributing drainage area has been adequately stabilized, remove all materials
and any unstable soil and either salvage or dispose of it properly. Bring the
disturbed area to proper grade and appropriately stabilize all bare areas around
the drop inlets.
4. Sediment will be removed from behind the silt fence when it becomes 0.5 feet
-deep at the fence. The sediment fence will be repaired as necessary to maintain
a barrier. Silt fence stakes shall be spaced 6 feet apart unless a wire backing is
used with 8 foot stake spacing.
5. Inspect temporary sediment traps / check dams after each period of significant
rainfall. Remove sediment and restore the trap to its original dimensions when
the sediment has accumulated to one-half the design depth of the trap. Place
the sediment that is removed in the designated disposal area and replace the
contaminated part of the gravel facing. Check the structure for damage from
erosion or piping. Periodically check the depth of the spillway to ensure it is a
minimum of 1.5 ft below the low point of the embankment. Immediately fill any
settlement of the embankment to slightly above design grade. Any riprap
displaced from the spillway must be replaced immediately. After all sediment -
producing areas have been permanently stabilized, remove the structure and all
unstable sediment. Smooth the area to blend with the adjoining areas and
stabilize properly.
6. No cut or fill slopes shall exceed a side slope of 1 vertical to 3 horizontal unless
otherwise specified on the plan. All slopes shall be seeded and stabilized within
15 days.

7. The stormwater ponds will act as sediment basins and will be cleaned out when
the level of sediment reaches 2.0 ft below the top of the riser. Gravel will be
cleaned or replaced when the sediment pool no longer drains properly.
8. All disturbed areas shall be seeded within 15 days of disturbance. All seeded
areas will be fertilized, reseeded as necessary and mulched according to
specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover.
9. More stringent measures shall be used to halt erosion if those shown on this plan
are not effective.
10. All erosion shall be controlled including side slopes before the project is
completed.
11. Remove temporary measures upon completion of project. All permanent
measures will be well established before project closeout.

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1. GENERAL
1.1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs, other
water impoundments, ground surfaces, or other property as required by State and Local
regulations.
1.2 The Contractor shall install all required silt fences, and construction entrances at
the initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 15 days of suspension or completion of land
disturbing activities, provide permanent protective covering for disturbed areas.
Temporary and permanent erosion control measures shall be coordinated to assure
economical, effective, and continuous erosion and siltation control throughout the
construction and post -construction period. Use the specified seed for both temporary and
permanent seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by wood or metal
posts spaced not more than 6 feet on center. The bottom of the fabric shall be buried a
minimum of 6 inches.
2.8 Gravel for check dams shall be #57 washed stone.

2.9 Aggregate for construction entrance shall be #4 washed stone.
2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B
as shown.
3. EXECUTION
3.1 General: Take every practicable measure during construction or suspension to
work to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise
shown or directed.
3.3 Temporary Physical Barriers are required where sedimentation on off site
property or excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1000 square feet
and wood chips at a rate of 500 pounds per 1000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be
applied at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0.5 feet above natural grade.
3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales,
shall consist of Class A rip rap at minimum two feet high and three feet thick across the

watercourse, with a one foot thick layer of gravel on upstream side. Remove sediment if
accumulated to a depth of 1.0 feet at upstream face.
3.4 Vegetative Cover: Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work.
3.4.1 Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4
inches and until a firm, well pulverized, uniform seedbed is prepared. Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates:
Lime: 45 pounds per 1000 square feet
Phosphorous: 20 pounds per 1000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square
feet of the specked seed mixture. Seed shall be worked into the bed to a depth of 1 /4
inch. Regrade and seed eroded areas immediately
3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored
as specified hereinbefore. Reapply as necessary to retain cover until grass is
established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long
by 6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed. Remove soil if accumulated to a depth
greater than 0.5 inches.
3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary structures shall be
maintained until such time as vegetation is firmly established in the area protected by
the structure. Permanent streambank protection and grassed areas shall be
maintained until completion of the project. Areas that fail to show a suitable stand of
grass or which are damaged by erosion shall be immediately repaired.
END OF SECTION

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
June 2, 2005
Ms. Linda Lewis
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re. Live Oaks Subdivision
SW8 050519
Comment Response
NKT Project No. 05044
Dear Ms. Lewis:
We are responding to your comments of May 26, 2005 as follows:
1. The deed restrictions have been revised and are enclosed.
2. A copy of the soils report is enclosed.
3. A separate plan showing the drainage area is enclosed.
4. The "Diversion Berm" has been labeled properly.
5. A distribution mechanism has been detailed for each basin.
6. The members of the LLC are -as follows:
• Michael L. Hobbs
■ Ricky Parker
7. The applications have been revised as requested.
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E, of Counsel
We are enclosing two (2) copies of the revised plans, one (1) drainage area map, one (1) copy of the
revised calculations, one (1) copy of the soils report, the revised applications (Page 2 of SWU-101 &
Page 1 of SWU-103), one (1) copy of the deed restrictions and one (1) copy of the Articles of
Incorporation for your continued review and approval. Please let us know if you need any other
information. Thank you for your assistance on this project.
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, INC.
RIEC
J. 1hillip Norris, P. .SUN 2 �99
BY: -
JPN/asn 05044 06-02-05-s-sw response-Itr
cc: Ricky Parker / Little Shallotte River, LLC
902 Market Street • Wilmington, NC 28401-4733 0 Phone: [phone] • Fax: [phone]

06/01/2005 01:01
8424004
FRDEVINC
PAGE 01
N.C. General Contracting License No.30470
UnUrnited Clas3ificatlon: Highway: PU (Water & Sewer Lines)
N.C. Pollution Control Operation Certification
Subs urlace Operator No, SS 12043
Date: �f /%;
Subject: CnA4§CA- & s_ c
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Message:
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2011 ELK RD., SW
ST€. 1, LIVE OAK CENTER
SUPPLY, NC 28482
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�0F W A rFgp Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
4 Alan W. Klimek, P.E. Director
Division of Water Quality
May 26, 2005
Mr. Ricky Parker, Member/Manager
Little Shallotte River, LLC
2011 Elk Road SW, Suite 1
Supply, NC 28462
Subject: Request for Additional Information
Stormwater Project No. SW8 050519
Live Oaks Subdivision
Brunswick County
Dear Mr. Parker. -
The Wilmington Regional Office received an Express Stormwater Management Permit
Application for Live Oaks Subdivision on May 20, 2005, with a scheduled review date of May
23, 2005. A preliminary review of that information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
1. Please revise the proposed deed restrictions to include all required conditions and
limitations as contained in the attached document for a high density subdivision. The
ones submitted are for a low density subdivision.
2. Please provide a copy of the soils report.
3. Please delineate the drainage area to each basin.
4. Is the 1' high berm on the property lines supposed to be detailed as the "Diversion
Berm"? If so, please label.
5. Please provide a distribution mechanism in the bottom of each basin.
6. Please provide an official list of the LLC members.
7. Please complete one column on the application for each proposed basin.
Please note that requested information should be received in this Office prior to June 2, 2005,
or the application will be returned as incomplete. The return of a project will necessitate
resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the
permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us one
NorthCarolina
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper lVatmally

Mr. Parker
May 26, 2005
Stormwater Application_ No. SW8 050519
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
ENB/arl: S:IWQSISTORMWATERIADDINFO120051050519.may05
CC' Phil Norris, P.E., Norris Kuske & Tunstall, via email attachment.
Linda Lewis
Page 2 of 2

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Corporation Names
Name Name Type
NC Little Shallotte River, Legal
L. L. C.
Limited Liability Company Information
S OSI D:
0691070
FID:
Status:
Current -Active
Date Formed:
9/16/2003
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Parker, John F., Jr
1861 Holden Beach Rd. SW
Supply NC 28462
1861 Holden Beach Rd. SW
Supply NC 28462
No Address
No Address
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http://www.secretary.state.ne.us/Corporations/Corp.aspx?PitemId=5690439 5/26/2005

SO S I D: 691070
Date Filed: 9/16/2003 11:53,00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200325800057
State of North Carolina
Department of the Secretary of State
Limited Liability Company
Articles of Organization
Pursuant to Section 57C-2-20 of the General Statues of North Carolina, the undersigned
does hereby submit these Articles of Organization for the purpose of forming a limited
liability company.
1. The name of the limited liability company is Little Shallotte River, L.L.C..
2. The latest date on which the limited liability company is to dissolve is
December 31, 2050.
The name and address of each person executing these articles of organization
is as follows:
John F. Parker, Jr.
/?41 wa/dcn/ Be4c-4'St-J, SVrP/Y NC Z&yr-Z
4. The street address and county of the initial registered office of the limited -
liability company is: 1861 Holden Beach Rd. Sw, Supply, NC 28462
,Br "n_S w; C K C ourr� y
The mailing address of the initial registered office is: 1861 Holden Beach
SW, Supply, NC 28462.
6. The name of the initial registered agent is: John F. Parker, Jr.
7. Check one of the following:
_X i. Member -managed LLC: all members by virtue of their status as
members shall be managers of this liability company.
ii. Manager -managed LLC: except as provided by N.C.G.S. Section
57C-3-20(a), the members of this limited liability company shall not be
managers by virtue of their status as members.
Any other provisions which the limited liability company elects to include are
attached.
9. These articles will be effective upon filing, unless a date and/or time is
specified.
This is the I day of e 2003.

Joh . Parker, Jr. (Organizpeand Member)
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I, a Notary Public of said County and State, do hereby certify that John F. Parker, Jr.
personally appeared before me this day and acknowledged the execution of the foregoing
instrument. Witness my hand and official seal or stamp, this I 1 day of September, 2003.
(stamp or seal) //L'C"Z L
otary Public
My Commission expires:
FOFFOAL SEAL
Notary Pubtyc. North Carolina
county oI BNnawitk
Mack,. � W# 4ao. 50. 2664
MY Ocmmlaalon
G

NORRIS, KUSKE
&TU NSTALL
CONSULTING ENGINEERS,
May 20, 2005
Mr. Cameron Weaver, Express Review Coordinator
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Express Permit Submittal
Live Oaks
Holden Beach, NC
NKT Project No. 05044
Dear Mr. Weaver:
INC.
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
Enclosed are two (2) sets of plans for the subject project, one (1) set of calculations,
one (1) copy of the Declaration of Covenants, Conditions, Restrictions and Easements,
the original Division of Water Quality Stormwater Management Permit application, the
original SWU-103 supplement forms for Basin 1 and Basin 2, one (1) copy of the
stormwater narrative and a $4,000.00 check for the express permit review fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
NORRIS, KUSKE, & TUNSTALL
CONSULTING ENGINEERS, INC.
( .1 L�L
J. hillip Norris, P.E.
JPN/asn
05044 05-20-05-s-sw express-Itr
Enclosures
CC' Linda Lewis 1 NC DENR
Ricky Parker 1 Little Shallotte River, LLC
'MAY 42 is lu
902 Market Street • Wilmington, NC 28401-4733 0 Phone: [phone] • Fax: [phone]