SW8060609_HISTORICAL FILE_20060717

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 U (,0 0l0 0 c
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
213(3I'Do ll'1
YYYYMMDD

QF W ATE9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 17, 2006
Mr. Patrick J. Ballantine, Member/Manager
The Peninsula at Ocean Isle Beach, LLC
6606 Beach Drive SW, Unit E
Ocean Isle Beach, NC 28469
Subject: Stormwater Permit No. SW8 060609
The Peninsula at Ocean Isle Beach
High Density Subdivision Project
Brunswick County
Dear Mr. Ballantine:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
The Peninsula at Ocean Isle Beach on July 13, 2006. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title
15A NCAC 2H.1000. We are forwarding Permit No. SW8 060609, dated July 17, 2006, for the
construction of the project, The Peninsula at Ocean Isle Beach.
This permit shall be effective from the date of issuance until July 13, 2016, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system 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 upon written request within sixty (60) following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150E of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC
27611-7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Robert
Gordon, or me at [phone].
Sincer
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/rdg: S:\WQS\STORMWAT\PERMIT\060609.ju106
cc: Phil Norris, PE, Norris, Kuske & Tunstall
Delaney Aycock, Brunswick County Inspections
Jeff Phillips, Brunswick County Engineering
Division of Coastal Management
Robert Gordon
Wilmington Regional Office
Central Files
No hCarolina
�l atura!!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405 Fax [phone] Internet. www.newateraualnv.ore
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110%Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 060609
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
Mr. Patrick Ballantine & The Peninsula at Ocean Isle Beach, LLC
The Peninsula at Ocean Isle Beach
3rd St., Ocean Isle Beach - Brunswick County
FOR THE
construction, operation and maintenance of an underground storage basin and
infiltration trench 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 July 13, 2016 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. This stormwater system has 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 24 lots, each allowed 3,000 square feet of built -upon area. The
system must be operated with a 50' vegetated filter.
3. Approved plans and specifications for this project are incorporated by reference
and are.enforceable parts of the permit.
4. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
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 2 of 8

State Stormwater Management Systems
Permit No. SW8 060609
6. The following design elements have been permitted for this infiltration trench
stormwater facility, and must be provided in the system at all times.
Drainage Area
Acres
4.5
Onsite
ft2
199,018
Offsite
ft2
0
Total Impervious Surfaces
92,055
Lot BUA at 3,000 ft2/lot
72,000
Roads/Parking
ft2
13,640
Other
6,415
Offsite
0
Design Storm
inches
1.5
Trench Dimensions, L x W x H
feet
125x25x0.8
Perforated Pipe Diameter/Length
feet
0.5/750
Season High Water Table
FMSL
7.67
Bottom Elevation
FMSL
9.70
Permitted Storage Volume
ft
1,000
Expected Infiltration Rate
in/hr
3.8
Type of Soil
Newhan Sand
Receiving Stream
�`�
Intercoastal
+�.
Waterway
River Basin
v
Lumber
Stream Index Number
15-25
Classification of Water Body
„' , a,
"SA;HQW"
The following design elements have been provided for the underground storage
chamber and pump system stormwater facility, and must be provided in the
system at all times.
ii
Underground
E
r^ry
Number of chambers
2
Chamber dimensions (LxW xH)
feet
56x16 x8
Permitted Storage Volume
ft
7,168
Design Storm
inches
1.5
Bottom Elevation
FMSL
-4.0
Bypass/Storage Elevation
feet
5.0
Type of Pump'f'`
'
Tsurumi LB2-400,
'/z H P
Operating Point
22 GPM
20 ft TDH
@
Drawdown Time
days
3.38 + 24hr lag
2 8ft wide chambers side by side, — design criteria for each chamber
' — Because the storage chambers are partially below sea level, a watertight seal
must be maintained on the storage chambers to minimize seepage.
II. SCHEDULE OF COMPLIANCE
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.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 060609
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.
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. 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.
5. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
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.
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.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
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 slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of bypass structure, filter media, flow spreader,
catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 060609
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. Prior 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.
12. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
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 060609, as issued
by the Division of Water Quafity 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 3,000 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. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
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.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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 060609
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.
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.
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) that 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.
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.
7. 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 17th day of July, 2006.
ENV] ONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 060609
The Peninsula at Ocean Isle Beach
1 of 2
Stormwater Permit No. SW8 060609
Brunswick County
Designer's Certification
Page
I, as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications: -
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 060609
Certification Requirements:
Page 2 of 2
.1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Page 8 of 8

♦ 1,
NKT #05111
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2.
3.
4
The Peninsula at Ocean Isle Beach, LLC
Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Patrick J. Ballantine Member / Manager
Mailing Address for person listed in item 2 above:
E
City: Ocean Is]
Telephone Number:
State:
Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
The Peninsula at Ocean Isle Beach
5. Location of Project (street address):
Street
6. Directions to project (from nearest major intersection):
intersection of NC 179 and NC 904, take NC 904 across the Atlantic
to Ocean Isle Beach. Turn left onto Third Street. Site is on the left.
7. Latitude: 330 53' 22"
Longitude: 780 26' 10"
Brunswick
of project
8. Contact person who can answer questions about the project:
Name: J. Phillip Norris, P.E. • Telephone Number: [phone]
11. PERMIT INFORMATION
Specify whether project is (check one):
Form SWU-101 Version 3.99
X New Renewal Modification
Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number N/A And its issue date (if known) N/A
3. Specify the type of project (check one):
Low Density X High Density Redevelop
4. Additional Project Requirements (check applicable blanks):
X CAMA Major X Sedimentation/Erosion Control
General Permit Other
404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
infiltration trenches.
2. Stormwater runoff from this project drains to the
3. Total Project Area:
5.0 AC
Lumber
5. How many drainage areas does the project have? 1
River Basin.
4. Project Built Upon Area: 46.25 %
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
UT Atlantic Intracoastal Waterway
Receiving Stream Class
SA
Drainage Area
199,018 SF / 4.5 AC
Existing Impervious * Area
0
Proposed Impervious* Area
92,055 SF / 2.11 AC
% Impervious* Area (total)
46.25%
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
72,000 SF / 1.653 AC
On -site Streets
13,640 SF / 0.313 AC
On -site Parkin
------ ----
On-site Sidewalks
2,415 SF / 0.055 AC
Other on -site (Future Pool)
4,000 SF / 0.092 AC
Off -site
0
Total: 92,055 SF / 2.11 AC
Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? NIA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent ofthe State.
2. No more than 3,000 square feet ofany lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include
wood decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess ofthe permitted amount requires a state stormwater management permit modification
prior to construction.
5. All permitted runofjfrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be per in a manner that maintains the
integrity and performance ofthe system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable supplement form(s) for each BMP
Permit application processing fee of $420 (payable to NCDENR)
Detailed narrative description of stormwater treatment / management
Two copies of plans and specifications, including:
- Development / Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property / project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
J. Phillip Norris, P.E.
Designated agent (individual or firm): Norris, Kuske & Tunstall Consulting Engineers, Inc.
Mailing Address:
City:
902 Market Street
Phone: [phone]
VM. APPLICANT'S CERTIFICATION
State: NC
Fax: [phone]
Zip: 28401
1, (print or type name of person listed in General Information, item 2) Patrick J. Ballantine, Member / Manager
Certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions and
protective covenants will be recorded, and that the proposed project complies with the requirements of 15A NCAC
2H.1000.
Signature:
Form SWU-101 Version 3.99 Page 4 of 4
Date: 7 L

1
NORRIS, KUSKE & TUNSTALL John S. Tunstall, P.E. J. Phillip Norris, P.E.
Kent P. Harrell, P.E. John A. Kuske, III, P.E.
CONSULTING ENGINEERS, INC. James T. Pyrtle, P.E. J.A. Kuske, P.E.
902 Market Street • Wilmington, NC 28401-4733 • Phone [phone] • Fax [phone]
E-Mail: [e-mail]
LETTER OF TRANSMITTAL
To:
Date: ?-12_ Ole
Job No. 65/11
WE ARE SENDING YOU VIA
❑ ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL 4-NUMBERt OF PAGES
INCLUDING'THIS TRANSMITTAL'ad
_ i -_ k'.7 �,,�'�T - < -_ r x � '
;Call �910-343 ,9653 If you shave, any difficulty,;
.l , c ,. rs t t x ,
COPIES
DATE
NO.
DESCRIPTION
r
❑
❑
AS REQUESTED
FOR YOUR USE
❑ FOR REVIEW AND COMMENT R APPROVAL
❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS: CI tL �- oAL.,_
cs L
CC: SIGNED
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privieged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for deiiverinq- togfhe1addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited-lf yo t5fi elreeceived'this document in error please immediately notify the sender and
return to the address above. I �� "�- 1
JUL 13 N06

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
July 3, 2006
Mr. Robert D. Gordon, Environmental Engineer II
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: The Peninsula at Ocean Isle Beach
SW8 060609
Request for Additional Information
NKT Project No. 05111
Dear Mr. Gordon:
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 responding to your comment letter of June 19, 2006 regarding the subject
project as follows:
1. We have provided the revised supplement forms (SWU-107) as requested.
2. The spot elevations have been changed. Please refer to the revised site plans.
3. We have a vegetated swale cross-section which addresses this concern on
Sheet C3.
4. Dimensions have been added.
5. No curb is planned.
6. The baffle wall is not necessary and has been removed.
7. It has been noted on the plans that all lots and open space be graded to drain to
the system.
8. The box culvert storage gallery detail has been added with notes.
9. The bottom of the lift station has been changed.
10. The pump on elevation has been set at the storage gallery bottom elevation.
JUL � 8 1tI06
902 Market Street • Wilmington,NC 2&40,1 47d3 •"Phone'910.343.9653 • Fax: [phone]

Mr. Rob Gordon / NC DENR
July 3, 2006
Page 2
11. Both conditions must apply. The pump rate called for will allow a drawdown in
3.38 days + 1 day of delay. This is 4.38 days.
12. The pump manufacturer and model has been shown on the plans.
13. The SHWT elevation has been shown on the plans. The cross-section has been
corrected.
We are enclosing two (2) sets of revised plans and the requested revised supplements
(SWU-107) for your continued review and approval. Please contact us if you have any
further questions or comments. Thank you for your assistance on this project.
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTIW-ENGINEERS, IN,
a
05111 07-03-Or-s-sw response-Itr
cc: Patrick Ballantine / The Peninsula at Ocean Isle Beach, LLC

P. 1
FILE MODE
--------------
366 MEMORY TX
* * * COMMUNICATION RESULT REPORT ( JUN.20.2006
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
---------------
93439604
8:17AM ) *
TTI
RESULT
-------OK -
* *
NCDENR WIRO
PAGE
--------P--- P.3/3
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
FAX COVER SHEET
Date: June 19, 2006 No. of Pages: 3
To: Phil Norris, PE From: Robert Gordon
Express permitting section
Company: Norris, Kuske & Tunstall FAX # [phone]
FAX #: [phone] Phone # [phone]
DWQ Stormwater Project Number: SW8 060609
Project Name: The Peninsula at Ocean Isle Beach
MESSAGE:
Attached is the request for additional information for The Peninsula at Ocean Isle
Beach. The original will be mailed to the applicant and a copy will also be mailed
to you. Please call if you have any questions, Thanks!

FAX COVER SHEET
Date: June 19, 2006 No. of Pages: 3
To: Phil Norris, PE From: Robert Gordon
Express permitting section
Company: Norris, Kuske & Tunstall FAX # [phone]
FAX #: [phone] Phone # [phone]
DWQ Stormwater Project Number: SW8 060609
Project Name: The Peninsula at Ocean Isle Beach
MESSAGE:
Attached is the request for additional information for The Peninsula at Ocean Isle
Beach. The original will be mailed to the applicant and a copy will also be mailed
to you. Please call if you have any questions. Thanks!

�-
June 19, 2006
Mr. Patrick Ballantine, Member/Manager
The Peninsula at Ocean Isle Beach, LLC
6606 Beach Drive SW, Unit E
Ocean Isle Beach, NC 28469
Subject: Request for Additional Information
Stormwater Project No. SW8 060609
The Peninsula at Ocean Isle Beach
Brunswick County
Dear Mr. Ballantine:
Michael F. Easley, Governor
William G. Ross Jr.. Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
The Peninsula at Ocean Isle Beach on June 12, 2006. A preliminary review of that information
has determined that the application is not complete. The following information is needed to
continue the stormwater review:
Please provide design information for the storage gallery as well as the infiltration
gallery on the supplement form. There is no supplement specific to a pump system, but
both components need to be documented on a supplement. Because the two infiltration
galleries have the same elevations (and are fed by one lift station), they may be
combined onto one supplement. The other supplement could be used to list the design
parameters for the storage gallery.
The invert elevations on the North side of end of the road are listed as 8.75. The
rim elevation on the other side of the r d is listed as 7.0. This appears to be too much
slope over the 12 ft width of the a Also, the majority the lots in that vicinity appear to
be around elevation 6-7. It woul ake a lot of fill to get the runoff over a curb elevation
of 8.75.
3. Depending on the invert elevation referenced above (i 2), the rear lots will have to be
built to a pad elevation of at least 7.5 to d ain to the adway. The outlet of the bypass
pipe is listed as elevation 5.0. With only 1 -15 f etween the building pads for lots 12 &
13, there is not enough room to install a veg ated filter (it cannot be a V-ditch). Please
address this issue.
4. Please dimensionZdetail.
si�wl and gazebo.
5. Please provide a /
6. If the bypass pipe is set at the bypass elevati n is the baffle wall necessary? Because
the entire protect will be draining to one g t /box, the baffle wall may impound runoff
that drops through grate on the bypass sidLf of the proposed baffle wall, causing some
unintended bypass.
7. It is not clear if the open space naturally drains t the p or posed road or not. If it does
not, how are lots 1 & 2 supposed to direct their runoff to the proposed system? Please
address this issue. No"Marrolina
�A A(ra/!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 29405 Fax [phone] Internet: www.ncwaterquality.orR
An Equal OpporlunitylAffirmative Action Employer — 50 % Recycled/10 % Post Consumer Paper

The Peninsula at Ocean Isle Beach
June 19, 2006
Stormwater Permit # SW8 060609
8. Please provide a detail of the box culvert to ge gallery. Because the bottom of these
box culverts is well below the water table, ease address how the culverts will be
sealed both at the joints and at the ends.
9. The invert into the lift station (-3.0) is higher than the bottom of the storage gallery 4.0).
10. The pump -on elevation must be at or near the bottom of the storage gallery to make
sure the entire storage volume is available for the next storm.
11. Please clarify the pump station detail note that indicates when the pump will operate.
Will it operate if either the pump -on switch is activated or 24hrs has elapsed or if both
the pump -on switch is activated or 24hrs has elapsed? If both occur it may potentially
push the drawdown time to close to five days. Note — the 2 day minimum drawdown
only applies to ponds, infiltration systems have no minimum drawdown time.
12. Please specify the specific pump model and provide the operating point on the
manufacturer's pump curve.
13. Please list the SHWT elevation on the infiltration cross-section. Also, there is not room
(within the top & bottom elevations specified) to have 0.5' of gravel above and below the
pipe as the cross-section specifies.
Please note that this request for additional information is in response to a partial, preliminary
review. The requested information should be received by this Office prior to July 5, 2006, 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 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.
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,
,40A b h ,�
Robert D. Gordon
Environmental Engineer II
ENB/RDG: S:\WQS\STORMWATER\ADDINFO\2006\060609.jun06
cc: Phil Norris, PE, Norris, Kuske & Tunstall
Robert D. Gordon

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
June 12, 2006
Mr. Cameron Weaver, Express Review Coordinator
NC DENR / Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
�-'qreS5 �PJ 1C'
Re: State Stormwater Permit Express Review Submittal �9'
" O (D
The Peninsula at Ocean Isle Beach \
Ocean Isle Beach, NC
NKT Project No. 05111
Dear Mr. Weaver:
Enclosed are two (2) sets of plans for the subject project, one (1) drainage area plan,
one (1) set of calculations, one (1) copy of the stormwater narrative, one (1) copy of the
soils / infiltration system report, one (1) copy of the Articles of Organization, one (1)
copy of the draft Declaration of Covenants and Restrictions, the original Division of
Water Quality Stormwater Management Permit application and the original SWU-107
supplement forms for Trench #1 and Trench #2. The check for the express permit
review fee was submitted under separate cover on May 18, 2006 with-the;State Erosion
Control Express submittal packaged
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 8r TUNSTALL
CONSULTING ENGINEERS, INC.
r
J. hillip Norris, P.EJ
JPN/asn `� C IVYJI�
0511106-12-06-s-swexpress-Itr JUN 12 2006
Enclosures —�—
cc: Patrick Ballantine / The Peninsula at Ocean Isle Beach, LLC
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

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6501 Amsterdam Way
Wilmington, NC 28405
Branch # 007N
Fax
To: PHIL NORRIS
Fax: [phone]
Phone:
Pages (including cover): 4
Re: L82.400
F,UG S
Water & Sewer
From: KENNETH STONEMAN
Fax: [phone]
Phone: [phone]E
Email:
kenn eth.sto neman@h ug h ess u p ply.e om
Date: 07-12-2006
❑ PLEASE DELIVER IMMEDIATELY ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY
PHIL,
PLEASE SEE CUT SHEET ON 1-62-400
THANK YOU VERY MUCH
KENNETH R STONEMAN
RECEIVED
JUL 1 3 2006
BY:
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STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
THE PENINSULA AT OCEAN ISLE BEACH
OCEAN ISLE BEACH, NORTH CAROLINA
For
The Peninsula at Ocean Isle Beach, LLC \
6606 Beach Drive SW, Unit E
Ocean Isle Beach, NC 28469
[phone]
May 2006
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. 05111
RECET-C'^D
JUN 1 2 2006
BY:-_-

NARRATIVE
DESCRIPTION:
The project site is a 4.75 acre tract located in Ocean Isle Beach, NC in
Brunswick County. The soils of the site consist of lightly vegetated, sandy topsoil and
grades ranging from 0.5% to 1.0%. Approximately 2 acres will be graded to allow
construction of a 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 outline 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. A gravel construction entrance will be constructed at the 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 stormwater infiltration
areas. The stormwater infiltration areas were designed to collect and infiltrate the first
1.5 inch of runoff from the site.
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. 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. The angle for graded slopes and fills shall be no greater than the angle that can
be retained by vegetative cover or other adequate erosion -control devices or
structures. In any event, slopes left exposed will, within 21 calendar days of
completion of any phase of grading, be planted or otherwise provided with
temporary or permanent ground cover, devices, or structures sufficient to restrain
erosion.
6. 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.
7. More stringent measures shall be used to halt erosion if those shown on this plan
are not effective.
8. All erosion shall be controlled including side slopes before the project is
completed.

9. Remove temporary measures upon completion of project. All permanent
measures will be well established before project closeout.

In
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.
2.1 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 or Class B erosion control stone 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 specified 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

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: The Peninsula at Ocean Isle Beach C/o Patrick Ballantine
2. LOCATION OF PROJECT SITE: The site is located at the intersection of Old Causeway Drive and the Ocean Isle
Beach causeway, Ocean Isle Beach, Brunswick Co.
Photo Index - 2000: 2-21, X 17-18 1995: 1-9, K, L, M 19-20 1989: 4-193-14 F, G, H 6-7
State Plane Coordinates - X: 2171094 Y: 51651 Rover File: V-060110A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 6/01/06
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — completed — 6/12/06
Office- Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Ocean Isle Beach
Land Classification From LUP — Conservation
(B) AEC(s) Involved: OH, ES
(C) Water Dependent: No
(D) Intended Use: Residential Subdivision
(E) Wastewater Treatment: Existing -None
Planned - Municipal sewer
(F) Type of Structures: Existing — Partial bulkhead and dilapidated pier
Planned — 24-lot subdivision including roads and utilities, swimming pool and
bulkhead.
7
(G) Estimated Rate of Erosion: 2 ft./yr.
Source — 1998 LAASCR Page 2 of 60
HABITAT DESCRIPTION:
[AREA]
DRFD61717) FII.I .Fri OTHER
(A) Vegetated Wetlands
Coastal
(B) Non -Vegetated Wetlands
Open Water
(C) Other
Disturbed — 1.2 acres
High ground
(52,272 sq. ft.)
w
(D) Total Area Disturbed: 52,272 sq. ft. or 1.2 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
m
8. PROJECT SUMMARY: The applicant proposes to construct a 24-lot subdivision including: roads, utilities, swimming
pool and bulkhead.

The Peninsula at Ocean Isle Beach
Page Two
9. PROJECT DESCRIPTION
The applicant's property is located at the intersection of Causeway Drive and East Third Street, in Ocean Isle Beach,
Brunswick County. The tract is a peninsula of land bordered by two man-made finger canals to the east and west. The tract
is 4.75 acres in size and is vegetated with typical maritime shrub thicket vegetation along the man-made canals, which
consists of Wax Myrtle (Merica cerifera), Yaupon (Ilex vornitoria), Red Cedar (Juniperus virginiona), and Catbriar
(Smilax spp.). Highground abruptly falls to coastal marsh along a 3-ft. to 5-ft. embankment at the shoreline. Adjacent to the
shoreline, there is a marsh border, approximately 20 - 30 feet wide, which consists of Smooth Cordgrass (Spartina
alternii fora), Salt Meadow Grass (Spartina patens) and Glasswort (Salicornia). The property has approximately 1,400
linear feet of shoreline (600' — 700' of which is currently bulkheaded). The shoreline along the eastern property boundary
is partially stabilized by a 5007 section of bulkhead, and a 150' section of bulkhead exists along the edge of the escarpment
in the southwest comer of the property.
A small, dilapidated pier is also located adjacent to the property. The pier (approximately 35'.in length) extends in a
westerly direction from what is shown on the work plan drawings as Lot 10. The pier terminates into a 6' x 25' section of
floating dock, which runs parallel to the shoreline. The applicant has indicated that the pier would be removed during
construction of the subdivision.
The waters of the Atlantic Intracoastal Waterway and man-made canals, adjacent to the project, are classified as SA by the NC
Division of Water Quality. These waters are not designated as Primary Nursery Area (PNA) by the NC Division of Marine
Fisheries. According to maps provided by the Shellfish Sanitation Section, the adjacent waters are CLOSED to the harvest of
shellfish. A portion ofthe project is located within the High Hazard Flood Area, as indicated by Zone VE (elevation 18) on the
Flood Insurance Rate Maps for Ocean Isle Beach. The High Hazard Flood Area (VE Zone) associated with the subject property
is contiguous to the Atlantic Ocean.
PROPOSED PROJECT
The applicant proposes to develop a 24-lot, single-family subdivision including: roads, utilities, swimming pool, and
bulkhead. Development would include grading and filling of approximately 1.2 acres of the property for road construction
and utilities installation. Individual lots sizes would vary between 4,000 to 4,500 square feet, with a project design density
of 4.8 units/acre. Access to the subdivision would be provided by a one-way street, which would enter the property from
Third Street. The driveway (approximately 12' wide) would consist of a 30' paved right-of-way that would circle the
interior portions of each lot. The one-way drive would exit the property on the western side of the entrance drive, opposite
of the proposed vegetated islands.
The applicant proposes to construct a 6' wide concrete walkway that would begin along the southern property line, adjacent
to Third Street. The walkway would span in a northerly direction and run through the two vegetated islands. The walkway
would terminate in a covered gazebo located at the far northern end of the island, on the landward side of the proposed
drive. The stormwater lift station and the by-pass drain would be located beneath the proposed gazebo. The by-pass drain
would divert flow towards the north, through the proposed 50' vegetated swale located between Lot 12 and Lot 13.
In addition to the existing bulkhead, the applicant proposes to install approximately 900' of new vinyl bulkhead starting in
the far southwest corner of the property. A new 180' section of bulkhead would replace the existing wall located in the
southwest comer. The new wall in this area would be constructed within the same location as the existing bulkhead, due to
the presence of wetlands located immediately adjacent to the existing bulkhead. The new bulkhead would span north and
wrap around the peninsula, ultimately tying into the existing bulkhead, located on the eastern side of the property. The
bulkhead would be located landward of the joint "type 404" and coastal wetlands line.
Lastly, the applicant proposes to install a swimming pool in the southwest corner of the property between Lot 3 and Lot 4.
The pool (55' x 35') would be located within the 75' Area of Environmental Concern (AEC), but outside of the 30'
Coastal Shoreline Buffer.
i

ge
The Peninsula at Ocean Isle Beach
Page Three
10. ANTICIPATED IMPACTS:
The initial grading of the property for road construction and utility installation would result in the disturbance of
approximately 1.2 acres of high ground. The proposed roadways and pool construction would result in the creation of
approximately 14,420 square feet of impervious surface. Subsequent individual lot development would create additional
impervious surface area, and would require individual lot owners to obtain CAMA Minor Development Permits from the
Town of Ocean Isle Beach for all lots within Areas of Environmental Concern (AECs). There is the potential for an
additional 24 private piers to be associated with the subsequent development of the residential lots adjacent the man made
canals.
Submitted by: Jason Dail Date: June 12. 2006 Office: Wilmington

Form DCM-MP-I J
""E'v PLICATION
JUN 12 2006
DIVISION OF (To be completed by all applicants)
COASTAL MANAGEMENT
b. City, town, community or landmark
1. APPLICANT ocean Isle Beach
c. Street address or secondary road number
Causeway Dr and East Third St.
a. Landowner:
Name The Peninsula at Ocean I3le Beach LLC d. Is proposed work within city limits or planning
-muck 9V((,% fW-P jurisdiction? X Yes No
Address c/o Stuart -evoke 1 Causeway Drive
/' e. Name of body of water nearest project (e.g. river,
City Ocean Isle Beach State NC cfeek, sound, bay) AlWW
Zip 28469 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Land Management Group
Address P.O. Box 2522
City Wilmington State NC
Zip 28401 Day Phone [phone]
Fax [phone]
c. Project name (if any) The Peninsula at Ocean Isle
Beach
NOT£: Penrdr %Q be issued (n name of landowner(s), mud/or
Project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Brunswick
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Subdivide land into 24 single family residential lots, install
associated utilities and \subdivision road, Pool and install
bulkhead,
b. Is the proposed activity maintenance of an existing
project, new work, or both? New
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
Purpose is to create 24 residential lots with idilitiec rreate a
paved access road to the lots provide a pool, and bulkhead
of( remaining area around the peninsula not already
bulkheaded . Standard and good construction practices will
be used for the installation of all structures and road.

` Form DCM-MP-3
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, ,Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of huildings. facilities_ unit¢ or
structures proposed .
1 pool
b. Number of lots or parcels 24 single fa Into
c. Density (give the number of residential units and the
units per acre) 24 residential lots. 4.8 lots/acre
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. —1.2 acres
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been miffed to the Division of Land
Resources? V Yes No
If yes, date submitted l
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
asphalt
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 0%
It. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date Submitted To be submitted concurrently
i. Describe proposed method of sewage disposal.
community sewer system
Have the facilities described in Item i. above
received state or local approval?
(Anach appropriate docume rion)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
'wash down" and residential discharges).
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Community
m. Will water be impounded?
If yes, how many acres? _
Yes X No
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
alOcna� 1ST
Applicant or Pro ect Name
S' ure
Date

Form DCM-Mp-1
V
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 4.75 acres
b. Size of individual lot(s) -0.1 acres
c. Approximate elevation of tract above MHW or
. NWL 5' -
d. Soil type(s) and texture(s) of tract
NhE NeE
e. Vegetation on tract tract is maintained in mowed condition
with typical salt marsh spp along edge
f. Man-made features now on tract
existino bulkhead alan8 eastern Pdpp mawarl
g. What is the CAMA Land Use plan land
classification of the site? (cottalt the local land ate pram.)
X Conservation Transitional
_ Developed Community
Rural Other
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning c»ttfliance cenifiwte, farpLoable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes —No
Coastal (marsh) X Other
If yes, has a delineation been conducted?
(Aaach c0gp*ptaAon, if tnailabte)
m. Describe existing wastewater treatment facilities
will have community sewer
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) None
o. Describe existing drinking water supply source.
None currently on -site, Future lots will have
community sewer
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims tide
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7.1.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Odell & Virginia Williamson
Address 2 Casueway Dr Ocean Isle Beach NC 28469
Phone
Name Generation Builders Inc
Address 5997 TarlPton Dr teak Rings
Phone NC 27310
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the day of
Print Name Atif %A J
Signature
r or Authorized Agew
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
_ DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
_ DCM W-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bosom of each form.

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint
Application that relate to this proposed project.
Describe below the purpose of proposed
excavation or fill activities. All values to he
given in feet.
Average Final
Existing Project
Length Width Detnh Denth
Access channel
(MLW) or
(N WL)
Iv
Canal
Boat
Basin
Boat
Ramp
9'ru^i
Rock
e
s'SMF'
Groin
y"
hx z}r ra
x
Rock
t
Breakwater
Other (Excluding
shoreline
stabiliz-
Revised 03/95
1. EXCAVATION
a. Amount of material to be excavated from I
below MHW or N WL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes _ No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED r4A-
MATERIAL
a. Location of disposal area
b. Dimensions of disposal
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from
the owner.
d. Will a disposal area be available for future
maintenance? _ Yes _ No
If yes, where?

Form DCM-NIP-2
e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the
water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 800 linear feet
C. Average distance watenvard of MHW or
NWL
d. Maximum distance watenvard of MHW or
N WL
e. Shoreline erosion during preceding 12 months
f. Type of bulkhead or riprap material
Vinyl sheet pile
g. Amount of fill in cubic yards to be placed
below water level
(1) Riprap
(2) Bulkhead backfill
It. Type of fill material Clean fill sand
a. Will fill material be brought to site?
Yes No I
If yes.
(1) Amount of material to be placed in
(2) Dimensions of fill
(3) Purpose of fill_
b. Will fill material be placed in coastal wet
(marsh). SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill
(2) Purpose of fil
5. GENERAL
a. How will excavated or fill material be kept on
site and erosion controlled?
i
b. What type of construction equipment will be
used (forexample,draeline,backhoe,orhydraulic
dredge)?
c. Will wetlands be crossed in transporting
equipment to project site? Yes -;X— No
If yes, explain steps that will be taken to lessen
environmental impacts.
i. Source of fill material -J?t� ?"" 'hlwiC-� o,.-a-ti:Zf L(
Per contractor Applic at or roject Name
3,,_�/tom
GSil�n a t u rct/
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
Revised 03/95
Date
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oc my A
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SITE t 2 .
ding
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-0 a
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ean Isle
Ocean I Beach
Ai.
shil P r
4,
6.
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1 mile 01 1 mile
Map Source: DeLorme: North Carolina Atlas and Gazetteer., 2000 p. 87 SCALE 1" = 1 mile
Land Management Group, Inc. CAMA Major Permit Application
Environmental Consultants The Peninsula at Ocean Isle Beach
P.O. Box 2522
Wilmington, NC 28402 Vicinity Map Applicant. The Peninsula at Ocean Isle Beach, LLC
910-452-0001 Location Ocean Isle Beach
LMG # 02 -05-411 Date 8/2006 Sheet/q/6

Im
SITE
OM
t
...........
12
At
0 500' 1000,
Map Source: Shallotte Quadrangle 7.5 minute (topographic) 1990. SCALE 1" = 500'
Land Management Group, Inc. CAMA Major Permit Application
Environmental Consultants The Peninsula at Ocean Isle Beach
P.O. Box 2522
Wilmington, INC 28402 USGS Topographic Map Applicant: The Peninsula at Ocean isle Beach, LLC
910-452-0001 Location Ocean Isle Beach
LMG # 02-05-4 11 Date. 8/2006 Sheet 0

NhE - Newhan fine sand dredged
NeE - Newhan fine sand
W - Water
Map Source: NRCS Soil Survey, Brunswick County, NC.
Land Management Group, Inc.
Environmental Consultants
P.O. Box 2522
Wilmington, NC 28402 MRCS Soil Survey
910-452-0001
LMG # 02-05411
0 500' 1000,
SCALE 1" = 200'
CAMA Major Permit Application
The Peninsula at Ocean Isle Beach
The Peninsula at Ocean Isle Beach,
Location: Ocean Isle Beach
Date: 8/2006 Sheet / 0

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North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE Land Quality Section Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
5-19-06
LETTER OF RECEIPT OF EROSION CONTROL PLAN
The Peninsula at Ocean Isle Beach, LLC
Mr. Patrick J. Ballantine, Member/Manager
6606 Beach Drive SW, Unit E
Ocean Isle Beach, NC 28469
RE: Project Name: The Peninsula at Ocean Isle Beach EXPRESS
Project to: Bruns-2006-410
County: Brunswick
River Basin: Lumber
Submitted By: Norris, Kuske & Tunstall
Date Received by LQS: May 18, 2006
Plan Type: NEW
Dear Mr. Ballatine:
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S. 113A-57 (4)).
The Act requires that all persons disturbing an area of one or more acres of land must obtain approval
of a soil erosion control plan prior to the commencement of the land -disturbing activity (G.S. 113A-54(d) (4)).
The Act further states that this plan must be filed a minimum of 30 days prior to the activity and the approving
authority must approve or disapprove the submitted plan within 30 days of receipt. Failure of the approving
authority to approve or disapprove the submitted plan within the 30-day period will be deemed approval of the
plan.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
Sincerely,
Ch��k
Assistant Regional Engineer
Land Quality Section
cc: Phil Norris, Norris, Kuske & Tunstall Consulting Engineers, Inc.
LQS-WiRO; SWS WiRO�
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 • Phone: [phone] FAX: [phone]

ej
T7-
LA9,19
May 12, 2006
Norris, Kuske & Tunstall Consulting Engineers
902 Market Street
Wilmington, North Carolina 28401
Attention: Mr. Phil Norris
Reference: Double Ring Infiltrometer Testing
The Peninsula
Ocean Isle Beach, North Carolina
S&ME Project No. 1061-06-170D
Dear Mr. Norris:
RECEIVED
MAY
In accordance with S&ME Proposal 163-06 dated April 27, 2006, S&ME personnel have recently
conducted double -ring infiltrometer testing of the surficial soils at the subject site at the approximate
locations shown in Figure 1. Specifically, our representatives performed the following work items
on May 8, 2006.
Advanced one hand-augered boring at the site in order to visually classify the
in -place soils. The hue and chroma of the recovered soil samples were
compared to a Munsell Soil Color Chart.
2. Conducted one double -ring infiltrometer test at a depth of approximately 20
inches below the existing ground surface. This testing was conducted in
general accordance with American Society for Testing and Materials (ASTM)
procedure D-3385 entitled, "Infiltration Rate of Soils in Field Using Double -
Ring Infiltrometer".
Based on our field classifications of the excavated soils at the hand-augered boring location, the in -
place soils consist of sands with varying amounts of silt or clay with shell and shell fragments which
extended to the maximum completed boring depth of 50 inches below the existing ground surface.
Water was encountered in the borehole at a depth of approximately 50 inches below the existing
ground surface.The site water level will fluctuate with climatic and seasonal conditions, however,
and may be higher or lower at other times of the year.
SBME, Inc. [phone]
6409 Amsterdam Way, Building B-3 [phone] fax
Wilmington, North Carolina 28405 w .smeinc.com

Norris, Kuske & Tunstall
S&M E Project No. 1061-06-170D
May 12, 2006
Page Two
The average infiltration rate at the test location was 3.8 inches per hour. A summary of the field test
results is presented in Tables 1 and 2.
S&ME appreciates the opportunity to provide our services during this phase of the project. Should
you have any questions after reviewing this letter, or if we can be of additional assistance, please do
not hesitate to contact us at your convenience.
Sincerely,
S&ME, INC.
v4e-
Paul A. Masten
Environmental Professional
Randy Martin, P.E.
Branch Manager
PAM:RGM/jns
Attachments

TABLE2
Double Ring Infiltrometer Testing
The Peninsula
Ocean Isle Beach, North Carolina
S&ME Project No. 1061-06-170D
Date of Test: May 8, 2006
Depth of Test Below Site Grade: 20 inches
Depth of Water in Rings: 3 inches
Depth to Water: N/A
Location: 1
Inner Diameter of Inner Ring: 1 1'/a inches
Inner Diameter of Outer Ring: 22% inches
Average Infiltration Rate at Location 1: 3.8 inches per hour
High Water Table: >6 feet below land surface*
Soil Series: Newhan *
Note: *As interpolated from the "Soil Survey of Brunswick County" prepared by the United
States Department of Agriculture Soil Conservation Service.

PI
POOL I
L--�
INV IN- 4.03
INV OUT = 3.93
]pen Space
INV IN— 3.47
INV OUT = 3.37
�I 2 III O li>
9044'OG' E ,
1
Thl P St
1
NG
LLJ L - � _
' II Q Liq Fen-
rX—XI�
I b
t v— — v vNu
FH 272.T
IF I'D SSMH 5
TOP TO GRA
INV IN= 2.95
INV OUT = 2.85
ZONE C2
i
25701013
Odell Wilham5on
I
I
I
I
c
.I I
—x—x
I I X
5 Court
io
%I X—FJI%--%--X22—
%-
L--
�
43
OO
Covered Picnic Tables I
Unimproved Street I
_—a10' _ —v —
4=_1
SSMH #2
TOP TO GRADL
INV IN= 2.72
INV OUT — 2.62
I
I
I
I
I
I
I
Legend:
® Approximate Test
Location Note: Site plan provided by Norris, Kuske & Tunstall personnel
SCALE: NOT TO SCALE DOUBLE -RING INFILTROMETER TESTING FIGURE
CHECKED BY: RGM
The Peninsula NUMBER
Ocean Isle Beach, North Carolina
DRAWN BY: PAM it ENGINEERING • TESTING
DATE: 5-11-06 ENVIRONMENTAL SERVICES S&ME PROJECT NUMBER: 1061-06-170D

MOO 10:43 FAX [phone] Norris. Kuske, Tunstall
4001 009
■00 /08/2006
I:
I■ I U SC�1Ct,�11�12.
S � � Pr �- 3
a [��1(J� NCDENR 51
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
NKT #05111
K,�_Jte '11"(0))3
FILL-IN all information below and CHECK required Pennit(s). Cab
FAX or email to Cameron. WeaverOncmail.net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Stuart F. Cooke Member / Manager
Company The Peninsula at Ocean Isle Beach LLC
Address 6606 Beach Drive SW Unit E City/State Ocean Isle Beach. NC Zip 28469 County Brunswick
Phone [phone] Fax [phone] Email N/A
PROJECT Name The Peninsula at Ocean Isle Beach
PROJECT SYSTEM(S) TRIBUTARY TO ATLANTIC INTRACOASTAL WATERWAY (STREAM NAME) Lumber RIVER BASIN
ENGINEER/CONSULTANT J. Phillip Norris P.E.
Company Norris Kuske & Tunstall Consulting Engineers Inc
Address 902 Market Street City/SWe Wilmington, NC Zip 28401 County New Hanover
Phone 910-M3-9653 Fax [phone] Email pnorisAnkteng com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN
Determination; _ # of stream calls; Stream Name
® STORMWA TER
— ❑ Low Density ❑ High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ® High Density -Infiltration ❑ Off Site
❑ COASTAL
❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
LAND QUALITY
— ® Erosion and Sedimentation Control Plan with 2 acres to be disturbed.
WETLANDS (401)
Wetlands on Property ® Yes ❑ No Isolated Wetlands on Property ❑ yes ® No
Check all that apply
Wetlands Will Be Impacted ❑ Yes ® No Wetland Impacts: Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted: Acre(s)
USA COE Approval of Delineation completed ❑ Yes ❑ No
404 Application in process w/USACOE ❑Yes ❑No I Permit received from USACE ❑Yes ❑No
401 Application required ❑Yes ❑ No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES:
Fee Split for multiple permits:
SW
$
CAMA
$
LOS
$
401
$ __ _ Total Fee Amount $

05/08/2006 MOO 10:44 FAX [phone] Norris, Kuske, Tunstall
1-
-0412EIO�; 11:58 91045201�60 LANDMANAGEMENT
l IOVOZonc - The Wcb's I opograpfu c map
/c
11-7
N
HA i'
PAGE 06/07
I 1A 11 ()
27'30"
SCALE 1.24 000
I
rI
0 0.3 0-6 0.9 1.2 1.5 km
0.2 0.4 0.6 0.8 1 At
Map center is 33.88690N, 78.4451OW (WG584/NAD83)
Shallotte quadrangle M=-8. S34
Projection Is UTM Zone 17 NAD83 Datum G=1. 425
httpz//www.topozone.corn/print.a,;p?z=17&-n=3752558.99953718&c-736279.0001002&,s=S... 8/4/2005

ti 06/04/2006 TH 17:36 FAX [phone] Norris, Kuske, Tunstall
■ t NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
Memorandum
Date: May 4, 2006
To: Vincent Lewis, Regional Soil Specialist
NC DENR / Water Quality
II Section
From: Phil Norris, P.E.
Re: The Peninsula @ Ocean Isle Beach
Brunswick County
NKT Project No. 05111
Z001/001
J. Phillip Norris, PE.
John A Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
This memo is to document our site visit of May 4, 2006 at 9:00 a.m. During that visit, you
conducted one (1) hand auger boring. Your findings reflect suitable soils to a seasonal
high water table of 40 inches below the ground surface. We have established the ground
surface at elevation 11.00. As such, the seasonal high water table elevation is 7.67 feet.
JPN/asn
05111 05-04-06soils site visit-
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

,04/26/2006 TIED 12:38 FAX [phone] Norris, Kuske, Tunstall 2002/003
s
'A
0
NKT Project No. 05111
INFILTRATION SITE VISIT REQUEST
Name of the Project: The Peninsula at Ocean Isle Beach
Location (attach a clear vicinity map): Third Street, Ocean Isle Beach
Shea[ address, SR number, community, m.
Directions from the nearest major intersection: From US 17 & NC 904, take NC 904 to
Ocean Isle Beach. After cross bridge onto island, turn left onto Third Street. Site is on the
left Prior to Laurinburg Street.
Owner/Applicant Name: The Peninsula at Ocean Isle Beach, LLC
Consultant Name: Phil Norris. P.E. / Norris Kuske & Tunstall Consukina Engineers, Inc.
Consultant Contact Information: 910-343-9653 (P) 910-343-9604 (F) pnorrisankteng.com
Phm,e, fax, email, eh:.
#1 #2 #3 #4 #5 #6 #7 #8
Existing ground elev. @basin/trench=
Bottom Elev. of infiltration basin/trench=
Existing ground minus bottom elev.=
Add 2' (max_ bottom elevation)=
Datemme of Soils Investigation :
Summary/Comments:
Is-
o U S
//&y g ell/ ,- ,s-�P as
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation. If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided. The soils investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported In
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 2H.1000, and assumes no liability should the system fail.

1104/261/2006 WED 12:39 FAX [phone] Norris, Kuske, Tunstall
64/2005 11:58 9104520060 LANDMANAGEMENT
T/001)oZonc - The Wob's I opogapruc Map
27, 30M
I
AN
7.-36 � I r.3 7
SCAIE 1:24 000
2003/003
PAGE - - 06/07
0 0.3 0.6 0.9 1.2 1.5 km
0 0.2 0.4 0.6 0:8 1 Ki
Map center is 33.88690N, 78.4451*W (WG584/NAL)83)
Shallotte quadrangle M=-B. 534
Projection Is UTM Zone 17 NAD83 Datum G=l.qzs
http://www.topozone.com/print-asp?z--17&Tt--3752558.9995371 8&v-736279.0001002&s---S... 814/2005

04/26/2006 10 12:38 FAX [phone] Norris, Kuske. Tunstall 2001/003
L
f!
MORRIS, KUSKE & TUNSTALL John S. Tunstall, P.E. J. Phillip Norris, P.E.
Kent P. Harrell, P-E. John A. Kuske" III, P.E.
CONSULTING ENGINEERS, INC. JamesT. Pyrtle, P.E. J.A. Kuske, P.E.
902 Market Street • Wilmington, NC 28401-4733 • Phone (910) 34a,9553 • Fax [phone]
E-Mail: [e-mail]
LETTER OF TRANSMITTAL
To: Vincent Lewis
Date: April 26, 2006
Job No. 05111
NC DENR
subject: The Peninsula
Brunswick County
WE ARE SENDING YOU VIA FAX
® ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL: . NUMBER .OF PAGES
INCLUDING THIS TRANSMITTAL 3
Call 910-343-9653 if you have any difficulty
receiving this message.
COPIES
DATE
NO.
DESCRIPTION
1
Infiltration Site Visit Request Form with a Vicinity Map
aA
AS REQUESTED
or,OR YOUR USE
❑ FOR REVIEW AND COMMENT El ElAPPROVAL
❑ FOR BIDS DUE ElYOUR PRINTS LOANED TO US
REMARKS:
CC:
Please contact Phil Norris or Amy Norris to set up a site visit. Thank you.
SIGNED J. Phillip Norris, P.E. / asn
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited. If you have received this document In error please immediately notify the sender and
return to the address above.

THU 17:11 FAX [phone] Norris, Kuske, Tunstall
9001/001
NORRIS, KUSKE &TUNSTALL
r. CONSULTING ENGINEERS, INC,
Memorandum
Date: May 4, 2006
To: Vincent Lewis, Regional Soil Specialist
NC DENR / Water Quality Section
From: J. Phillip Norris, P.E.��
Re: Pelican Pointe 111
Brunswick County
NKT Project No. 06060
J. Phillip Norris, P.E.
John A. Kuske. III, P.E.
John S. Tunsmil, P.E.
J.A. Kuske, P.E. of Counsel
This memo is to record our site visit of May 4, 2006 at the subject site at the end of
Sommersett Road near Seaside off NC 904. You conducted one (1) hand auger boring at
a location approximately 50 feet from the Atlantic Intracoastal Waterway and near an
existing boat storage building. Your findings reflected sandy soil from the ground surface to
a seasonal high water table of 40 inches below the ground surface.
JPN/asn
06060 05-04-06aoil site visit-m
cc: Tim Moon
902 Market Street • Wilmington, NC 28401-4733 0 Phone: [phone] • Fax: [phone]

04-21-2006 03:16pm From -WARD AND SMITH,
PA-3000, NB 252 672 5477
T-414
P.001/003 F-476
■ WARD AND Smrmi R A.ATT
Aw
e our
Pool College Court
ool College
Post Office Box 867
�v
New Bem, NC 28563-0367
[phone] TELEPHONE S�J
[phone] FACSIMILE
Date: April 21, 2006
TO:
Phone: Fax:
# Pages Operator
0.
Time
3 : (o P
Ms. Noelle Lutheran
910-796-7215 910-350.2004
'13
6;,v
U-)
W.Linda Lewis
910-796-7215 910-350-2004
3
'6—m
y SUP
Mr. Rich Weaver
252-808-2808 252-247-3330
3
6,-M
3 -, l0 P
Ms. Lillette Granade
910-251-4511 910.251-40253
6-M w
3i 1 o P
cc: Mr. J. R. Triplett
910-754-7104 910.754-7108
5
6-ym cJ
3:Io P
Ms_ Cyndi Karoly
919-733-9721 919.733-6893
3
6-M cv
3 :7C)p
Mr. Jim Gregson
910-796-7215 910-395-3964
3
G-m LIL)
3; 10 P
Charles F. Riggs, P.L.S_
910-455-0877 910-455-9033
�r`%1
3 - 10P
Mr. John Bahr
910-762-4165 910-762-4703
sSt
J
3 ; 100
FROM: Frank H. Sheffield, Jr.
Client File Number: 050823-00001-001
COMMENTS:
GREDA911E
WARD AND SMITH, P.A OFFICES:
.NNn"Alw-40
RALEIGH
WQ_MINGTON
Telephone:[phone] [phone] [phone]
Facsimile:[phone] (252) 672-54T7 (919) 8364277
(91o) 7944800
(91o) 794-48T7

04-21-2006 03:I6pm
From -WARD AND SMITH, PA-3000, NS 252 672 5477
T-414 P.002/003 F-476
WARD AND Smrai, P.A.
ATTORNEYS AT LAW
April 21, 2006
VIA TELECOPIER
ORIGINAL VIA U.S. MAIL
Ms. Noelle Lutheran
Environmental Specialist III
NCDENR - Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Ms. Linda Lewis
Environmental Engineer II
North Carolina Department of Environment and
Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Mr. Rich Weaver
Assistant Major Permits Coordinator
NCDENR - Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Ms_ Lillette Grande
Regulatory Specialist
Wilmington Regulatory Field Office
Department of the Army
Wilmington District, Corps of Engineers
PO Box 1890
Wilmington, NC 28402-1890
RE: Red Apple Group, LLC
The Peninsula at Topsai I Island
Our File 050823-00005-001
Dear Noel le, Linda, Rich. and Lillene:
FRANK H. SHEFFIELD, JR-
(25 2) 672.5507
Fax [phone]
fh,Owardandsmith.<om
I am writing in response to correspondence from each of you regarding The Peninsula at Topsail Island
project (the "Project"). Based on feedback from our meeting with Division of Water Quality and Division
of Coastal Management staff on March 16, 2006, our client decided to revise the site plan for the Project
1001 COLLEGE COURT PO BOX 867 NEW BORN, NC 28563-o867
GREENVILLE NEW nERN RALEIGH
(7571 715.annn Ri?.) 672-5509 (9)9) §9"260
WM'',UNGfON
[phone]

04-21-2006 03:16pm From -WARD AND SMITH. PA-3000, NB 252 672 5477 T-414 P.003/003 F-476
r WARD AND SMITH; P.A.
Ms. Noelle Lutheran
April 21, 2006
Page 2
in order to reduce wetland impacts. Charles Riggs recently mct with Noelle Lutheran to review this
revised site plan. As such, we plan to submit a revised CAMA Major Development Permit application, a
revised 401 Water Quality Certification application, a revised Section 404 Permit application, and a
revised State Stormwacer application shortly.
We request that you hold our client's applications in abeyance until such time as you receive the revised
applications.
Thank you for your assistance_ Please do not hesitate to contact us with any questions or comments you
may have regarding this matter.
Yours very tru y,
� .�'�1�,
Frank H_ Sheffield, Jr.��
FHS:rIc
NBMAIN\678818\1
cc: Mr. J_ R. Triplett
Ms. Cyndi Karoly
Mr. Jim Gregsoa
Charles F. Riggs, P.L.S.
Mr. John Bahr

Page 1 of 1
0511I
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North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARYO STATE
PO Box 29622 Raleigh, NC 27626-0622 (9191807-2000
Date: 4/17/2006
Click here to:
View Document Filings I
7_1Print apre-populated Annual Report Form I Annual Report Count I File an
Annual Report I
Corporation Names
Name Name Type
NC The Peninsula at Ocean Legal
Isle Beach, LLC
Limited Liability Company Information
SOSID:
0788782
Status:
Current -Active
Date Formed:
6/22/2005
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing Address:
Principal Office Address:
Principal Mailing Address:
Cooke, Stuart F
6606 Beach Drive, SW, Unit E
Ocean Isle Beach NC 28469
6606 Beach Drive, SW, Unit E
Ocean Isle Beach NC 28469
6606 Beach Drive, SW, Unit E
Ocean Isle Beach NC 28469
6606 Beach Drive, SW, Unit E
Ocean Isle Beach NC 28469
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.ne.us/Corporations/Corp.aspx?Pitemld=7765527 4/17/2006

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NKT Project No. 05111
INFILTRATION SITE VISIT REQUEST
Name of the Project: The Peninsula at Ocean Isle Beach
Location (attach a clear vicinity map): Third Street, Ocean Isle Beach
Street address, SR number, community, etc.
Directions from the nearest major intersection: From US 17 & NC 904, take NC 904 to
Ocean Isle Beach. After cross bridge onto island, turn left onto Third Street. Site is on the
left prior to Laurinburg Street.
Owner/Applicant Name: The Peninsula at Ocean Isle Beach, LLC
Consultant Name: Phil Norris, P.E. / Norris, Kuske & Tunstall Consulting Engineers, Inc.
Consultant Contact Information: 910-343-9653 (P) 910-343-9604 (F) pnorris(d)_nkteng.com
Phone, fax, email, etc.
#1 #2 #3 #4 #5 #6 #7 #8
Existing ground elev. @basin/trench=
Bottom Elev. of infiltration basin/trench=
Existing ground minus bottom elev.=
Add 2' (max. bottom elevation)=
Date/Time of Soils Investigation : r%ZS—ZGiJS cJ C 50 ot,,
Summary/Comments:
of LZ
i Ile" c�, e
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation. If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided. The soils investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 2H.1000, and assumes no liability should the system fail.

State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID: 0788782
Date Filed: 6/22/2005 4:33:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200516400169
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
The name of the limited liability company is The Peninsula at Ocean Isle Beach, LLC.
2. There shall be no limit on the duration of the limited liability company.
The name and address of each organizer executing these articles of organization is as follows:
Stuart F. Cooke — Organizer (Member -Manager)
6606 Beach Drive, SW, Unit E
Ocean Isle Beach, NC 28469
4. The street address and county of the initial registered office of the limited liability company is:
Number and Street 6606 Beach Drive, SW, Unit E
City, State, Zip Code Ocean Isle Beach, NC 28469 County Brunswick
The mailing address if different from the street address of the initial registered office is:
6. The name of the initial registered agent is Stuart F. Cooke.
7_ The limited liability compa� l�s a rincipal office. The.street addrEss.and-county-.of -- f the principal -
office of the limited liability company is:
Number and Street 6606 Beach Drive, SW, Unit E
City, State, Zip Code Ocean Isle Beach, NC 28469 County Brunswick
8. Check one of the following:
XXX (i) Member -managed LLC: all of the members by virtue of their status as members
shall be managers of this limited liability company.
(ii) Manager -managed LLC: except as provided by N.C.G.S. §57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their
status as members.

9. Any other provisions which the limited liability company elects to include are attached.
10. These articles will be effective upon filing.
This is the 19th day of April 2005.
Signature
Stuart F. Cooke — Oreanizer (Member -Manager)
Type or.Print Name and Title
NOTES:
1. Filing fee is S125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O. Box 29622
(Revised Jo,wry 2002)
RALEIGH, NC 27626-0622
(Form L-01)

State of North Carolina
Department of the Secretary of State
APPLICATION TO RESERVE A BUSINESS ENTITY NAME
SOSID:
Date Filed: 4/28/200512:48:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200511600236
051►
Pursuant to §55D-23 of the General Statutes of North Carolina, the undersigned hereby applies to the Secretary of Stale to reserve the
following business entity name:
The Peninsula at Ocean Isle Beach LLC
I. The business entity name to be reserved is:
The Peninsula at Ocean Isle Beach LLC
2. The name of the applicant is:
3. The address of the applicant is:
Street Address
Drive. SW Unit E
City, State, Zip Code Ocean Isle Beach, NC 28469
4. The above entity name is to be reserved for a nonrenewable period of 120 days from the date of the filing of this application.
This the 20 day of April , 20 05 ,
Stuart F. Cooke Member —Manager
Type or Print Name and Title
NOTES:
1. Filing fee is $30. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626.0622
(Revised October 1001) (Form BE-03)