SW8070685_HISTORICAL FILE_20071017

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 O7 p CogS—
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
XJJHISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2,00:5z I o \-4-
YYYYMMDD

FOR: NCDENR
P. 01
TRANSACTION REPORT
OCT-17-2007 WED 10:37 AM
9103502004
SEND
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state of North Carolina
Enviromneot and
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offi� Resources
Department of
Wilmington ReRI Wil m G. Ross, JN Secretary
Governor FAX COVER SHEET
Michael F. Eoslel'�
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State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G Ross, Jr., Secretary
Date ���%/d 7 No Pages (excl cover)
To -045/!i From
Co �� Phone 17
! G�G " Z ��
Fax n v Fax [phone]
Re
L,
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

a
`. T
Ronald McNeill, Member/Manager
Oak Island Property Holding, LLC
2334 South 41 t Street
Wilmington, NC 28403
Subject Stormwater Permit No
Oak Island Resort
High Density Project
Brunswick County
Dear Mr McNeill
bLchaei F Easley, Gor error
William G Ross Jr, Secretary
North Carolina Department of Emrronment and Natural Resources
October 16, 2007
SW8 070685
Coleen If Sullins Director
Division of Water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit Application
for Oak Island Resort on October 10, 2007 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 070685 dated October 16, 2007, for
the construction of the subject project
This permit shall be effective from the date of issuance until October 16, 2017, 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) days 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
Rhonda Hall, or me at [phone]
Since y,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/rbh S \WQS\STORMWATER\PERMIT\070685 oct07
cc J Phillip Norris, P W , Norris, Kuske & Tunstall Consulting Engineers, Inc
Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Rhonda Hall
Wilmington Regional Office N'o"�`,t,Carolina
Central Files vWura//y
North Carolina Division of Water Quality 127 Cardinal Dme Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet wH ncwalerauality or fax [phone] 623-6748
An Equal OpportumtylAffrma6ve Action Employer — 50 % Recyciedl10 % Post Consumer Paper

State Stormwater Management Systems
Permit No SW8 070685
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
Ronald McNeill, Oak Island Property Holding, LLC
Oak Island Resort
Brunswick County
FOR THE
construction, operation and maintenance of an underground infiltration trench(es) 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 October 16, 2017, 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 17 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 440,937 square feet of
impervious area
3 The system must be operated with a 50' vegetated filter
4 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans The built -upon area for the future
development is limited to 90,000 square feet
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 7

State Stormwater Management Systems
Permit No SW8 070685
6 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
7 The following design criteria have been provided in the infiltration trench and
must be maintained at design condition
0
c
d
e
f
h
1
k
I
m
n
0
Drainage Area, 9cres
Onsite, ft
Offsite, ft2
Total Impervious Surfaces, ft2
Design Storm, inches
Trench Dimensions, L x W x H, ft
Perforated Pipe Diameter/Length
Bottom Elevation, FMSL
Bypass Weir Elevation, FMSl3
Permitted Storage Volume, ft
Type of Soil
Expected Infiltration Rate, in/hr
Seasonal High Water Table, FMSL
Time to Draw Down, hours
Receiving Stream/River Basin
Stream Index Number
Classification of Water Body
II SCHEDULE OF COMPLIANCE
1705
742,764
None
440,937
15
144x25x2
12" diameter/720' length
1550
1700
63,000
Sand
86
130
72
Intracoastal Waterway / Cape Fear
18-87
"SA"
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
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3 The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to
112
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
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
The facilities shall be constructed as shown on the approved plans This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 070685
6 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
7 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
8 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
9 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 any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease 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
10 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
11 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
12 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director In the event of a change of ownership, or a name
change, the permittee must submit a completed Name/Ownership Change form
to the Division of Water Quality, signed by both parties, and accompanied by the
appropriate documentation as listed on page 2 of the form The approval of this
request will be considered on its merits and may or may not be approved
2 The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 070685
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) having jurisdiction
5 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
6 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
7 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
8 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
9 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
10 The permittee shall notify the Division in writing of any name, ownership or
mailing address changes within 30 days
Permit issued this the 16ti' day of October, 2007
NORT�ROLIN4ZNVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 070685
Oak Island Resort
Stormwater Permit No SW8 070685
Brunswick Countv
Designer's Certification
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 (Protect Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the protect
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 is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 070685
Certification Requirements
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 bypass structure elevations are per the approved plan
6 The bypass structure is located per the approved plans
7 A 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 All required design depths are provided
13 All required parts of the system are provided
14 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 7 of 7

NKT #06193
• •
Mrs, - . ► .i
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
I Applicants name (specify the name of the corporation, individual, etc who owns the project)
Oak Island Property Holdings, LLC
2 Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
Ronald McNeill, Member / Manager
3 Mailing Address for person listed in item 2 above
2334 S 41 Si Street
City Wilmington State NC Zip 28403
Telephone Number [phone]
4 Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc )
Oak Island Resort
5 Location of Project (street address)
Old Bridge Road
City Oak Islar
6 Directions to project (from nearest major intersection)
From NC 211 & NC 133, tak
Road) Site is at the end on
7 Latitude 330 55' 24"
County
Brunswick
Longitude 780 04' 16" of project
8 Contact person who can answer questions about the project
Name J Phillip Norns, P E Telephone Number [phone]
11 PERMIT INFORMATION
Specify whether project is (check one)
X New
Form SWU-101 Version 3 99 Page 1 of 4
Renewal Modification

2
3
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
Specify the type of project (check one)
Low Density X High Density Redevelop General Permit Other
4 Additional Project Requirements (check applicable blanks)
X CAMA Major X Sedimentation/Erosion Control 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
1 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 system
2 Stormwater runoff from this project drams to the Cape Fear River Basin
3 Total Project Area 17 05 AC 4 Project Built Upon Area 5935 %
5 How many drainage areas does the project have9 1
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
Atlantic Intracoastal Waterway
Receiving Stream Class
SA
Drainage Area
742,764 SF / 17 05 AC
Existing Impervious * Area
0
Proposed Impervious* Area
440,937 SF / 10 12 AC
% Impervious* Area (total)
59 35%
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
102,399 SF / 2 35 AC
On -site Streets
230,972 SF / 5 30 AC
On -site Parking
--
On -site Sidewalks
17,566 SF / 0 403 AC
Other on -site (Future)
90,000 SF / 2 066 AC
Off -site
0
Total 440,937 SF / 10 12 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 SWIJ-101 Version 3 99
Page 2 of 4

How was the off -site impervious area listed above derived9
N 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 440,937 square feet of any 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 ofswimming 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 modificanon
prior to construction
5 All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system These connections to the stormwater control system shall be performed 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 902 Market Street
City
Phone [phone]
VIII. APPLICANT'S CERTIFICATION
State NC Zip 28401
Fax [phone]
I, (print or type name of person listed in General Information, item 2) Ronald McNeill, 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 constUiped in conformance with the approved plans, that the required deed restrictions and
protective covenants wit a corded, and that the proposed project complies with the requirements of 15A NCAC
2H 1000
Signature `'v Date / 6
Form SWU-101 Version 3 99 Page 4 of 4

o�OF WATF9oG Michael Easley Governor
William G Ross Jr Secretary
rNorth Carolina Department of Fnvtronment and Natural Resources
Q Y Coleen H Sullins Director
Drnsion of Water Quality
September 24, 2007
Ronald McNeill, Member/Manager
Oak Island Property Holdings, LLC
2334 South 41 Property
Wilmington, NC 28403
Subject Request for Additional Information
Stormwater Project No SW8 NA
Oak Island Resort
Brunswick County
Dear Mr McNeill
The Wilmington Regional Office received a Stormwater Management Permit Application for
Oak Island Resort on June 25, 2007 with additional information being recieved on July 31,
2007 A preliminary review of that information has determined that the application is not
complete The following information is needed to continue the stormwater review
A review of the information submitted, indicated that a portion of the property
associated with Oak Island Resort is also association with Bridge Point Business
Park (AKA South Harbour Station) Bridge Point Business Park is current
permitted under State Stormwater Permit SW8 010221 The permit for Bridge
Point Business Park will need to be modified prior to the issuance of the permit
for Oak Island Resort
Please note that this request for additional information is in response to a preliminary review
The requested information should be received by this Office prior to November 24, 2007, or the
application will be returned as incomplete The return of a project will necessitate resubmittal of
all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information The
Division is allowed 90 days from the receipt of a completed application to issue the
permit
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and is subject
to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned protect number on all correspondence Any original
documents that need to be revised have been sent to the engineer or agent All original
No Carolma
Naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet w. ncwaterauahty ore Fax [phone] 623 6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

Ronald McNeill
September 24, 2007
Stormwater Application No SW8 NA
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,
Rhonda Hall
Environmental Engineer
ENB/rbh S \WQS\STORMWATER\ADDINFO\2007\Oak Island Resort
cc J Phillip Norris, P E , Norris Kuske & Tunstall Consulting Engineers, Inc
Rhonda Hall
Page 2 of 2

North Uarohna Jecretary of J[ate
rage I or I
North Carolina
No
Elaine F Marshall DEPARTMENTOF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh NC 27626-0622 [phone]
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ON Print apre-populated Annual Report Form I Annual Report Count I File an
Annual Report I
Corporation Names
Name Name Type
NC Oak Island Property Legal
Holdings, LLC
Limited Liability Company Information
SOSID
0781957
Status
Current -Active
Date Formed
5/12/2005
Citizenship
Domestic
State of Inc
NC
Duration
Perpetual
Registered Agent
Agent Name
Registered Office Address
Registered Mailing Address
Principal Office Address
Principal Mailing Address
McNeil, Ronald B
2334 S 41 st Street
Wilmington NC 28403-5502
2334 S 41 st Street
Wilmington NC 28403-5502
2334 S 41 st Street
Wilmington NC 29403-5502
2334 S 41 st Street
Wilmington NC 28403-5502
For questions or comments about the Secretary of State s web site please send a mail to Webmaster
http //www secretary state Tic us/corporations/Corp aspx9Pitemid=7742816 6/20/2007

11
SOSID 781957
Date Filed 5/12/2005 8 20 00 AM
Elaine F Marshall
North Carolina Secretar3 of State
C200512400779
ARTICLES OF ORGANIZATION
OF
OAK ISLAND PROPERTY HOLDINGS, LLC
Pursuant to Section 57C-2-20 of the General Statutes of North Cdiolina, the undersigned does
hereby submit these Articles of Organization for the purpose of forming a limited liability company
I The name of the limited liability company is Oak Island Property Holdings LLC
2 The duration of this limited liability company shall be perpetual
3 The organizer Is executing these Articles of Organization in the capacity of in orgamzer, and
is not a member The name and address of the organizer are as follows
Lisa D himan
Wynck Robbins Yates & Ponton LLP
4101 Lake Boone Trail, Suite 300
Raleigh, North Carolina 27607-7506
4 The street address and county of the initial registered office and the principal office of the
limited liability company is 2334 S 41" Street, Wilmington, New Hanover County, North
Carolina 28403-5502 The mauling address of the limited liability company's initial
registered office and principal office is the same as its street address
5 The name of the initial registered agent of the limited liability company is Ronald B
McNeill
6 This limited liability company shall be manager -managed Except as provided by N C G S
Section 57C-3-20(a), the members of this limited liability company shall not be managers by
virtue of their status as members
7 Except to the extent that the North Carolina General Statutes prohibit such limitation or
elimination of liability of managers for breaches of duty, no person who is serving, or who
has served, as d manager of the Company shall be personally liable to the Company or to any
of its members for monetary damages for breach of duty as a manager, except as provided in
the Company's operating agreement, as amended from time to time No amendment to or
repeal of this provision and no adoption of a provision inconsistent herewith shall apply to or
have any effect on the liability or alleged liability of any manager of the Company for or with
respect to any acts or omissions of such manager occurring prior to such amendment, repeal,
or adoption of an inconsistent provision The provisions of this Article shall not be deemed
to limit or preclude indemnification of a manager by the Company for any liability that has
not been eliminated by the provisions of this Article
17887 002 398656 v I

11
S 1 hese articles will be effective upon filing
This the 4"' day of May, 2005
17897 002 3986J6 , I
Lisa D Inman Oiganver, Not a Membei

STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
OAK ISLAND RESORT
OAK ISLAND, NORTH CAROLINA
For
Oak Island Property Holdings, LLC
2334 S 4151 Street
Wilmington, NC 28403
[phone]
June 2007
Prepared by
NORRIS, KUSKE & TUNSTALL CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
NKT Project No 06193

DESCRIPTION
The project site is a 19 acre tract located in Oak Island, 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 17 acres will be graded to allow construction of a
residential development 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 area is designed to infiltrate the first 1 5 inch of runoff
from the site The site is separated into two (2) areas by wetlands The stormwater
from one area will be pumped to the other area The first 1 5 inch will be collected in a
storage area and pumped to an underground infiltration area All runoff above the first
1 5 inches will by-pass the system
CONSTRUCTION SEQUENCE
The Contractor will install the gravel construction entrance and slit 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 8"
deep to provide adequate storage volume for subsequent rains Remove and
replace the rock when it no longer drains properly When the contributing
drainage area has been adequately stabilized, remove all materials and any
unstable soil and either salvage or dispose of it properly Bring the disturbed
area to proper grade and appropriately stabilize all bare areas around the drop
inlets
4 Sediment will be removed from behind the silt fence when it becomes 0 5 feet
deep at the fence The sediment fence will be repaired as necessary to maintain
a barrier Silt fence stakes shall be spaced 6 feet apart unless a wire backing is
used with 8 foot stake spacing
5 Inspect temporary sediment traps / check dams after each period of significant
rainfall Remove sediment and restore the trap to its original dimensions when
the sediment has accumulated to one-half the design depth of the trap Place
the sediment that is removed in the designated disposal area and replace the
contaminated part of the gravel facing Check the structure for damage from
erosion or piping Periodically check the depth of the spillway to ensure it is a
minimum of 1 5 ft below the low point of the embankment Immediately fill any
settlement of the embankment to slightly above design grade Any nprap
displaced from the spillway must be replaced immediately After all sediment -
producing areas have been permanently stabilized, remove the structure and all
unstable sediment Smooth the area to blend with the adjoining areas and
stabilize properly
6 The stormwater storage pond will act as a sediment basin and will be cleaned
out when the level of sediment reaches 2 0 ft below the top of the riser Gravel
will be cleaned or replaced when the sediment pool no longer drains properly

7 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
8 All disturbed areas shall be seeded within 21 calendar days of disturbance All
seeded areas will be fertilized, reseeded as necessary and mulched according to
specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover
9 More stringent measures shall be used to halt erosion if those shown on this plan
are not effective
10 All erosion shall be controlled including side slopes before the project is
completed
11 Remove temporary measures upon completion of project All permanent
measures will be well established before project closeout

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1 GENERAL
1 1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of sod and the sedimentation of streams, lakes, reservoirs, other
water impoundments, ground surfaces, or other property as required by State and Local
regulations
12 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 21 days of suspension or completion of land
disturbing activities, provide permanent protective covering for disturbed areas
Temporary and permanent erosion control measures shall be coordinated to assure
economical, effective, and continuous erosion and siltation control throughout the
construction and post -construction period Use the specified seed for both temporary and
permanent seeding
2 PRODUCTS
2 1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion
22 Fertilizer shall be 10-10-10 grade or equivalent
23 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide
24 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed
25 Phosphate shall be 20 percent superphosphate or equivalent
26 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
27 Silt fence shall consist of NCDOT Class A fabric supported by metal posts
spaced not more than 6 feet on center The bottom of the fabric shall be buried a
minimum of 6 inches
28 Gravel for check dams shall be #57 washed stone

in
29 Aggregate for construction entrance shall be #4 washed stone
210 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B
as shown
3 EXECUTION
31 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
32 Construction Practices
3 2 1 Avoid dumping soil or sediment into any wetland or watercourse
322 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations
323 Avoid equipment crossings of streams, creeks, and ditches where practicable
324 Grade all cut, fill and ditch slopes to minimum slope of 3 1, unless otherwise
shown or directed
33 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
34 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
342 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
343 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
35 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
36 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

_Marina Installations Group_
NC Building and Marine Contractor - Unlimited License #59229
Marina Fuel System Design Features
• Solenoid valves at the bulkhead only allow pump pressure to the fuel line on
the floating dock while dispenser is activated
Emergency shut-off disconnects power to pump and solenoid valves
• APT Marina/Aboveground product piping The MD series piping system
contains UL/ULC971 listed product piping inside a flexible UL36O listed
metallic conduit
• Stainless steel sumps at every joint location in the piping system and under
each dispenser
Liquid sensors in every sump which sounds an audible alarm to alert the
attendant to a possible leak
Leak detector in the fuel line restricts flow if a leak develops
• Breakaway valves at the nozzles
• Automatic nozzles shut off if fuel backs up in the fill pipe from the boat
Hold open devices on the automatic nozzle is removed
• Attendants are trained in proper fueling procedures and spill response
• SPCC plan is kept on site
114 Portwatch Way • Suite 103 • Wilmington, NC 28412 [phone] (fox) 784-9178

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Date Design kJob
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CONSULTING ENGINEERS INC Wilmington, NC 28401-4733
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NORRIS,
t
KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC
Memorandum
Date: May 24, 2006
To: Vincent Lewis, Regional Sod Specialist
NC DENR
From Phil Norris, P E PA 0-Kj1
Re: Saieed-McNeill Brunswick Project
Site Visit
Oak Island, NC
NKT Project No 06050
J Phillip Norns, PE
John A Kuske, III, PE
John S Tunstall, PE
J A Kuske, PE of Counsel
This memo is to record our site visit of May 22, 2006 at the subject site A hand auger
boring was done in the location shown on the attached location map The boring revealed
sandy soils for the entire depth and a seasonal high water table of 60 inches below the
ground surface
JPN/asn
06050 05-2"6-vincent lewis-m
cc Dick Hurst / Saieed Construction
902 Market Street • Wilmineton NC 28401-4733 • ph..,,o oin Paz oAcl . per.. oin aez otna

INFILTRATION SITE VISIT REQUEST NKT Project No 06050
Name of the Project Sateed-McNeill Brunswick Protect
Location (attach a clear vicinity map) Oak Island
Street address, SR number, community etc
Directions from the nearest major intersection From the Intersection of NC 211 & NC 133,
take NC 133 towards Oak Island Turn left onto SR 1210 (Old Bridge Road) Site is on the
Owner/Applicant Name Steve Saieed / Saieed Construction
Consultant Name J Phillip Norris P E / Norris Kuske & Tunstall Consulting Engineers Inc
Consultant Contact Information 910-343-9653 (P) 910-343-9604 (F) pnorns(Wnkteng corn
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
Summary/Comments
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 fall

16 43 9105094067 SAIEED CONST PAGE 05
From. - 04/26/2006 16:07 #S53 P 0041005

05/24/2006 WED 13 41 FAX [phone] Norris, Kuske, Tunstall
0001
TX
REPORT
Nda
/ a xaa aWdsad
a a xa:aaa axa:a:
TRANSMISSION OK
JOB NO
3730
\ r
DESTINATION ADDRESS 3502502004
\V)
PSWD/SUBADDRESS
DESTINATION ID
ST TIME
05/24 13
40
USAGE T
00�94�
PGS
3
RESULT
OK
NORRIS, KUSKE &TUNSTALL
aolwL
CONSULTING ENGINEERS, INC.
Memorandum
Date: May 24, 2006
To: Vincent Lewis, Regional Sod Specialist
NC DENR
From: Phil Noms, P E, PA
Re: Saieed-McNeill Brunswick Project
Site Visit
Oak Island, NC
NKT Project No 06050
J Phillip Norris, PE
John A Kuske, III, PE
John S Tunstall, PE
J A Kuske, PE of Counsel
This memo is to record our site visit of May 22, 2006 at the subject site. A hand auger
boring was done in the location shown on the attached location map The boring revealed
sandy soils for the entire depth and a seasonal high water table of 60 inches below the
ground surface
JPN/asn
06050 05.24-06•vmoent lewsin
cc Dick Hurst / Saieed Construction

05/24/2006 WED 13 52 FAX [phone] Norris, Kuske, Tunstall
Fool
xaaa xxxsa.xxxra aa.xxxx---
aaa TX REPORT 4Fi
a as axaa.a..ra.aa aaa:a.caaa a
TRANSMISSION OK V /
JOB NO
DESTINATION ADDRESS 5094 5094067
PSWD/SUBADDRESS
DESTINATION ID
ST TIME 05/24 13 51
USAGE T 0 9
PGS 3
RESULT Oft
AW
NORRIS, KUSKI= &TUNSTALL
A CONSULTING ENGINEERS, INC
Memorandum
Date: May 24, 2006
To: Vincent Lewis, Regional Sod Specialist
NC DENR
From: Phil Noms, P EI A�M�
Re: Saieed-McNeill Brunswick Project
Site Visit
Oak Island, NC
NKT Project No 06050
J Phillip Norns, PE
John A Kuske, III, PE
John S Tunstall, PE
J A. Kuske, PE of Counsel
This memo is to record our site visit of May 22, 2006 at the subject site A hand auger
boring was done in the location shown on the attached location map The boring revealed
sandy soils for the entire depth and a seasonal high water table of 60 inches below the
ground surface.
JPN/asn
06050 05-24-06-vincent lewis-m
cc Dick Hurst / Saieed Construction��

04/26/2006 16 43 9105094067 SAIEED CONST PAGE 03
From: 04/28/MM 18.08 2853 P 002/005
------ -- -- --- --- - - -- — -- ---- ---- - -- -- ---------- ----- - - - -- - - --- --
SCANNED
..trtttttttttttt.,. ,
ECS Caroifnas, up C(a (l
Gc6tsobnioaal • O)n ttttction Mawnal9 • $mrt6nmeirw
CpROL�Npm
April 25; 2006
Mr^ Dick lurst
Sailed Con*ucffo4 Company
1135 Mihtaty C tofi'R624
Ninth Carolim 28411
' Ike- �dd�t?�?>n><l4atioii$valuetidA
Oakdalatid P&.ii
Oak Ldatld, 1041 i`snoliaa
ECS PrviecWo,-22 42081
Deaclvir $iasf, -
$C$ QieOhtras, LL'V (BCS) -fro y conducted aoi 14'0ltrWon evaluation for the pmpOsed
rnfiltodon aiba at the proposed sitd adiaceni �o HWY 193 and the Int4c COASW W4W"y to
Oak island, )g6ith 4tatohm This letters wity attacb7tncots, is the reboil of our invetrngauott,
Weld bavestigadons
bn April 24, 2006, ECS met with Mr. Dick ljthut and Mr. Phil Nome m order to conduct
adtlitional eaplarattbn of the aobmnface -soil and ground water conditions at three requested
loi attong provided by Mr Nora These additihnal locations am Shgtra on the attached Site
Diagram. The purpoie of this explanation *as to obtain subsur&ce information of the
suitaboty of the ita-paaee soils £or the proposed iiiMtratloft arcs, We etmlored'tho Sesurfaoe
sail and conditions by advancing one hand anger bong into the tldsttng gtoimd
etu5sec'at the three rn§uesaed bohYtg'locatioas We visually classified -the aaryaurfdct s6sls aid
obtained repmeetative wunplas of each soli typo encotraittaed We also recorded the ground
Water level obadrVod at the time of the band auger borkug, The attached luf ttloo J�vahiat;on
Form provides a sa mdaary of the subsur� dondieons encountered at each yang, auger boring
lacauon
Gmautd water was encountdred nut ng our exploration at the firitt and second rupiestW test
locations at a depth of 34 ruches below the ekisitng grade elevation. The seasonal high ground
water 1eWe1 (.RTiWI) was wtunazed to be at a depth VW& than 29 ibch08 at both boring
loc&Ots Gravel was enaamrered at the third boa ng locaturzt tYt a depth of 24 fiches and the
bong wart tetmmsted
We have eondutted an infiltration test near our ]rand auger bong amber one to estimate the
infiltatiob tatc for the subsurfaoe soils 17je miihr>mon tests wete cbn(ivaed at the jamAm e
requested b' Mr Norris a
7211 Ogden Busyness Park `State 201 • Wilmington, NC 28411 `[phone] •Fax (910) 6$6-9666

s
04/26/2006 16 43 9105094067 SAIEED CONST PAGE 04
From. ----- — —y- - -- — --- - i— -- - , 04/26/2006 16:07 __ v653_p 003/005
Additional In uzhon Pvalust,un
Oak lslemd pent
Oak istaad, Norib Carol=
ECSpagea No n12081
Field Test Results
At the requested test location, the rafatratioo test was performed at 12 inches in tan fine SAND
and indicated an Infiltration rate of 0.14 inches per rtnuute (8.6 inches per hour).
11151tratron rates may very within the proposed site due to possible changes in subsurface
conditions.
1f you have any questions regarding this report, please contact us at [phone].
Respectfir0y,
MS CAROLINAS, LLl'
K • UtQ U LcP G.YIAO A+ -
IC Brooks well
Staff Geologist
Attachments, Site DiWani
Infiltration Evaluation
wa.0 M• S- I I /N 9
Wabd M Sohb, P. E.
Principal Engineer
NC L ee= No. 22993

04/26/2006 16 43 9105094067 SAIEED CONST PAGE 05
From. 04/26/2006 16:07 #853 P 0041005

04/26/2006 16 43 9105094067 SAIEED CONST
From: 04/2812ODS 18:08
PAGE 06
1853_P 0D6/006_ --
Additional Infiltration Evaluation
Oak Island Parcel
Oak Island, North Carolina
ECS Project No. 22.12081
April 24, 2006
catio Death Soil Descnntion
#1 0-24" Tan fine SAND
24"-36" Grey fine SAND
Seasonal High Water Table was estimated to be at 28 inches below the existing
grade elevation.
Infiltration Rate- 0.14 inches per minute (8.6 inches per hour)
Test was conducted at 12 inches below existing grade elevation
Ground water was encountered at 34 inches below the existing grade elevation.
Location Dcnth &Ipescription
#2 0-6" Brown organic peat
6"-36" Mottled grey, white, brown fine SAND (fill)
Seasonal High Water Table was estimated to be at 28 inches below the existing
Bade elevation.
Infiltration Rate: no test was conducted
Ground water was encountered at 34 inches below the existing grade elevation.
cation De th Soil D tion
#3 0-24" Tan fine SAND
24 '-30" White sandy GRAVEL (bonng refusal)
Seasonal High Water Cable was not encountered up to 30 inches below the existing
grade elevation.
Infiltration Rate: no test was conducted
Ground water was not encountered up to 30 inches below the existing grade
elevation.

04/26/2006 16 43 9105094067
ffjlsinfEED all %,,a
SAIEED CONST
PAGE 01
FAX COVER SHEET
1135 Military Cutoff Road, Suite 201
Wilmington, NC 28405
Phone [phone] Fax [phone]
To�1 I L I V02121S
FAX # OF PAGES (0 (Incl Cover)
FROM I k Hu a-�'-r
DATE C &
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04/26/2006 16 43 9105094067
From:
SAIEED CONST PAGE 02
04/26/2008 IS:05 #953 P.Ml/005
6
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Fasteners
Mechanical Seal
Upper Seal _ . ,,,,, .
Lower Seal
Elastomers. _ . -
ImpellerType ... .. ......,
Solids Handling Capability,
Bearings-
Motor Nomenclature
Type, Speed, Hz
Voltage, Phase --
Insulation ,,,....
■ STANDARD
2% 3" NPT (50, 80 mm)
1 - 75 HP (0,75- 55 kW)
25 - 230 Gpm. (,09 - 87 m'/min)
5Ft. - 100Ft, (15-304m)
104 F, (40 °C )
Butadiene Rubber and Natural Rubber
Ductile Cast Iron/Urethane Rubber
403/420 Stainless Steel
Aluminum alloy
304 Stainless Steel
Ceramic/Carbon (1 Hp)
Silicon Carbide/Silicon Carbide
(2-75Hp)
Silicon Carbide/Silicon Carbide
NBR (Nitnle Rubber)
Semi -vortex
1/31 (8 5 mm)
Prelubricated, Double Shielded
Air Filled, 3600 Rpm, 60 Hz
208/230/460/575 V, 3 Phase
Class E
Accessories. _ ....,,, Submersible Power Cable 80' (15 m)
Operational Mode,.,,. - Manual or Automatic (KTVE Senes)
O 199a rammi MamrletLving Ca. LTA #J d9his re,Wad
2 OPTIONS
KTVE Series
1 - 5 HP (0-75 - 3 7 kW)
Length as Required

JUNJUN 19 2007E 3 OOPMPH HUGHES SUPPLY 7N
FAX N0, NO 5922 P 2/5
•
•
AV TSURUMI PUMP
5EM1-voRT� o� Ewa pumP5
—
PERFORMANCE
CURVE
BORE
HP KW
RPM SOLIDS DIA
LIQUID SG VISCOSITY TEMI
2'/SOmm
3 Z 2
3440 0 334"/B 5mm
Water 10 181 CST 601E
=No.o
PHASE
VOLTAGE
AMPEAAGE NZ
STARTING METHOD INS CIgSS
p
3
20B/230/460/575 B,2 / 7.4 /3 7 / 3 0 fi0
Duel On Llne
E
PHASE
VOLTgGE
AMPERAGE F¢
E
STARTING METHOD INS. CLASS
EFF TOTAL MD
FI
'
' I
I
REMARKS
t
90 00
'
-1
' ' - '
- -
26122
,1
I�,•
1
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• 1
h. _T.I
l y� _ I
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-
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14
40 12 40
T 1 - -
{ 11_
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r
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1
10 10
j
0 0 0US
GPM p 10 20 30 d0
60 60
70 BO 90 100
110 120
LAPACr1Y
130 1
d0 150 160
N MIM 0,10 005 010
015
020 0 2S 030 035 040 045 050
HAFTPOWER
0S5 060
2,0
a
25
16
16
"
2,0
I 1
1A '
;
1,2
I
t 5
10
1
05 10

JUNJUN 19 2001E 3 OOPMPM
JM 99
HUGHES SUPPLY 7N EAX NO.
d. TSURUMI PUMP
IN FEATURES
1 Semi -open, Ductile Iron
impeller with replaceable /
adjustable wearplate Increases
wear resistance when pumpage
contains abrasive particles
2 Double inside mechanical seals
with silicon carbide faces, (both
top and bottom) running in an
oil filled chamber and further
Protected by a lip seal running
against a replaceable, 403
stainless steel shaft sleeve,
provides for the most durable
seal design available,
3. Highly efficient, continuous duty
air filled, copper wound motor
with class E, B and F insulation,
minimizes the cost of operation.
4. Built in thermal t1 amperage
sansing, protector prevents
motor failure due to
overloading or accidental
run • dry conditions,
KR5 — 51ERIE5
HIGH VOLUME - DEWATERING PUMP
5- Double shielded, permanently
lubncated, high temperature
03 ball bearings rated for a
8-10 Ida of 60,000 hours,
extend operational life
6 Top discharge, flow-thru
design enables operation at
low water levels for extended
penods
■ APPLICATIONS
I. Commercial, industrial
dewatering and construction
Sri- drainage.
2. Effluent transfer
3. Decorative waterfalls and
fountains
4 Raw water supply from rivers
or lakes.
NO 5922 P 3/5
_ — — MriSSt pi
SPECIFICATIONS
OIL LIFTER
■ SPECIFICATIONS
Discharge Size
Horsepowor Range -
Performance Range Capacity
Head.
Maximum water temperature
Materials of Construction
Casing—,.
Impeller. .- ... _-
Shaft , , _ , ,,,,,,. „
Motor Frame
Fasteners_
Mechanical Seal
Upper Seal ..... .. ........ „ ,
Lower Seal,.,., , -
Elastomers.,
Impeller Type „-
Solids Handling Capability, .
■ STANDARD
3" - 10 Npt (80 - 350 mm)
3 - 60 Hp, (2,2 - 37 kW)
100 - 4350 GPM (37 - 16 5 m'/min)
6 FL - 100 FL (2 4 - 30 47 m)
104'F (40 °C )
Cast Iran
Ductile Cast Iron or High Chrome Iron
420 Stainless Steel
Cast Iron
304 Stainless Steel
Silicon Carbide/Slllcon Carbide
Silicon Carbrde/Slllcon Carbide
NBR (Nitrile Rubber)
Semi -open or Enclosed (KRS1022)
1/2" - 2' (12 •- 60 mm)
0 OPTIONS
(40 - 50 lip)
Bearings„ Prelubricated, Double Shielded
Motor Nomenclature
Type, Speed, H2 - . Air Filled, 1800 Rpm, 60 Hz,
Voltage, Phase ...,,,.. -- .. 200/230/460/575 V„ 3 Phase
Insulation - ,,. Class E (3 - 7 5 Hp),
Accessories 6 (10 - 15 Hp., KRS1022) and F (Others)
Submersible Power Cable 50' (15 m) Length as Required
Operational Mode, . -. - Manual
v iaaii or r n Menuraciunng Co., LTC M n9hu MONO

JUhJUN 19 2007E 3 OOPMpN HUGHES SUPPLY 7N FAX N0,
NO 5922 P 4/5
ex ae
_
_+
'l TSURUMI PUMP
KRS - SERIES
BO•PGq
PERFORMANCE
I05HV0LUME-AEWATEMING PUMPS CURVE
MODEL
KR52-B6
BORE
67150mm
HP KW RPM SOLIDS DIA
15
LIQUID SG VISCOSITY TEMP
PUMP TYPE
PHASE
11 1735 0767'20mm
VOLTAGE
Wa1� 1 0 1 61 CST 60'f
High Vulurne-Dewafonng Pump
3
AMPERAGE
2082]0/460/575 42 h 6Nd.5
STARTING METHOD INS CLASS
CURVE No. DATE
PHASE
6HZ 0
60
VOLTAGE A
AMPERAGE
AGE H2
D1reC On Une 9
- -
STARTING METHOD INS, CLASS
CAPACITY
--
W/min. 00 06
10 1.5
IAFT POwpl
w BHP
11 16 0 • `
,
10
0 125 _
6 1 ; ., ,
7
6 PoWER
7 100
6
76
5
„
4 S,0
...
ou0
700
600
S00
4.0
2-5
30
35

JWUN 19 20071E 3 OOPMPM HUGHES SUPPLY 7N FAX NO.
NO 5922 P 5/5
ea on
TSURUMI PUMP
KRs -'SERIES
PERFORM
VOLUME•DEWATERWG PUMP5 CURVE
MODEL
KRSZ•6S
BORE
RV200mm
HP
KW RPM SOLIDS DIA
LIQUID SG VISCOSITY TI
PUMP TYPE
PHASE
75
VOLTAGE
17 1735 110730mm
Weter
1 0 1.61 CST E
High Volume -Dewalenn0 Pump
3
AMPERAGE HZ
'011 01460/575
S
STARTING METHOD
INS J.
CURVE No
DATE
PHASE
4 2.0/372ry 6,6/14S 60
VOLTAGE
Drceol On Line
9
AMPERAGE HZ
STARTING METHOD
INS CLA
EFF
TOTAL HD_
'
%
M FL
"
'
REMARKS
20
Is 60
17 55
Ty _
J
16
V
100 50
16 ,
r
90 14 45
13
60 12 40
L
35
t
10
60 9 30
-
5o 25
7
40 6 20
5-
30
4
20 3 70
2 10-
1
i
US GPM O
z00
400
B00 800
CAPACITY
1000
7200 1400 16
M$mn 0.0 015 10
1.5
20

State Stormwater Permit Application Tracking Cover Sheet
Project Name
Project Category
Project Type
App Accept Date
Application Fee Amt
Fee Check Number
Wilmington Regional Office
OAK ISLAND RESORT
NEW
INFILTRATION SYSTEM
10/15/2007
Reviewer Name HALL, RHONDA
Record the following information from BIMS after project has been entered!
Permit Number (BIMS)
Please update the SW Access System by entering the Permit Number for the proiect!
Date Entered in Access
Entered in Access By
Date Printed 1011512007 4 55 33 PM

NOW OR FORMERL
' I FIBER -RICHARD S. PACUI
OR TIC TELEPHONE s GN �, I BOOK 0415 PAGE 0
VAULT I
I I NHIGHTAGE I HIGH VOLTAGE
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� ARE �' A9*1 ,f'.•; \ -- - -- 30' DRAINAGE EA
II \
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' I I I 1 / ..\ \ �\ / OM 1' STRIP RESERVED PER I LOT 20 O . Dti
A ' , _ - ' ,. , `w �4 Ste• v" MAP CABINET 20 PAGE 78 \ NOW OR FORMERLY ��/
360' WYDE PER �T7ED : ASlt d_ --
I BARNES BLUFF SUBDIVISION WWII MINrTON NO//)/NG
441 %w . _ J
I I I I j l I \ \ i l l I I
I , ' I MAIa ENANC OR [iGINQ I I 0»05t11 ACREt OF A , \ LOT 21
' ' \ I 1 '' \ \ NOW OR FORMERLY
• I WAVE --' ' I 4O iNETLl�ND -' ` (/ I , I —6.5 �O I O I ' A ` I / �\ \ -WILMINGTON HOLDING CORP. 65 69th
20,180 �F.+ I I j l 1J��1;`� I a / I j II j I x v vv and TANLEX CORP.(4169th interaI
r , o�,Jtl^' I I a i ATTENUATORSI I / I -'� '�. AV BOOK 2305 PAGE 0038
4 I ; 11
I F: 0
(( I NEW BULKHEAD I
� NEW Bid'CKHEAD 0A TAB -`------------
I S'TOPSI HERE \ S!f0 1 HERE --
' ll I I I�1,I,1 I I I I ET IN
\\
41 IIII I I t��
of N 1 1 , , '_\ 1 "\ V 'i I i i i I i• i 'r ( 'I i 0'96 ---\ L
. \
ZONE AE
I i i II 'i III (EL 11)
it I I I I I, I I 11 1 I I I I, I, I 1 1 I I I / \Q' / / � \ •� \, �` ^'22^.
II i i li i ', I I 'i ; I I i' I l i I I I I i i p QEF /k�'6 o NOTE:
111ii IIi'Ii'Ii i I i I I I' i' i I' 11 i i i I i�PE6 I i1\
1 / ' ' I ' III , I I I '� , 5 -, r , WATER DEPTHS ARE BASED ,
I I I IIIII I I I ; I opt ( ON MEAN LOW WATER. I ti
I lit _
N I'V /
G�-
I
Preliminary Site
Data: Marina
Oak Island
Current Zoning
CL-D
Conditional Use
Marina [Section
18-116]
Accessory Use
Drystack
Total Site Area
Tract "B" (calculated to
the N.H.W.L.)
292,817s.f.
/
6.72 ac.
Tract "C"
176.142s.f.
/
4.04 ac.
Total Area in Oak Island
Jurisdiction
468,939s.f.
/
10.76 ac.
Area in parking/drives
37,152s.f.
/
0.85 ac.
Area in sidewalks
356s.f.
/
0.01 ac.
Area in open space
392,240s.f.
/
9.00 oc.
Area in buildings
39,191s.f.
j
0.90 ac.
Proposed Setbacks:50' Building
[Section
18-118(c)]
Minimum
50' Tall Building
Front 40'
40'+30'=70'
,Rear 15'
15'+30'=45'
(Side 8'
8'+30'=38'
Drystack Required: 1 per 4 dry storage spaces
56 spaces based on 224 drystack storage spaces
Marina Required: 1 per 1 boat slip
55 spaces based on 55 boat slips
Dock Office Required: (C-Store=636sf) 1 per 200sf = 3 spaces
(Office=1300sf) 1 per 200sf = 7 spaces
10 spaces based 1 per 200 sf
Parking Standards [Section 18-148] 1O'x18' space
Drvstack/Marina Lgyout
Total Parking Required 121 spaces
Total Parking Provided at Marina 114 spaces
Total Parking Provided at Condos 7 spaces
Total Parking Provided 121 spaces
6-35' slips -
210 boat feet
31-40' slips -
1,240 boat feet
3-50' slips -
150 boat feet
6-55' slips -
330 boat feet
9-60' slips -
540 boat feet
55 Total slips -
2,470 Total Boat Feet
12 Transient slips - 490 boat feet
Staging Area -
314 boat feet
L-Heads - 120
boat feet
Total Boat Feet
- 3,394 boat feet
Preliminary Site Data: Marina
Parking Landscape Required
76,699 s.f. x 8%
Parking Landscape Provided
Sidewalks
Driveways/Parking
Oak Island
6,136 s.f.
6,136 s.f.
76,699 s.f.
39,191 s. f.
356 s. f.
37,152 s.f. I
404 Wetlands
for
URland Dredge
Basin
1
594 s.f.
2
741 s.f.
3
56 s.f.
4
408 s.f.
5
826 s. f.
6
1,590 s.f.
7
276 s.f.
Total
4,491 s.f.
1 Acre = 43 560 s f
Oak Island 18-118(c): Mainland height requirements: Offices, motels, Xo Acre = 4,356 s.f.
hotels, medical facilities, boat storage, and multifamily residential
buildings and structures up to a maximum of 55 feet in height may
be permissible as a conditional use if the following conditions are
met:
(1) For every foot in height in excess of 35 feet, an additional
two feet of setback must be provided above those required by
this articale for front, side, corner side and rear yards in the
C-LD district.
(2) Each building must be separated from other buildings on
the same parcel by a distance of 30 feet.
(3) The planning board and town council may impose such
additional conditions as they see fit, such as, but not limited
to, fences and walls, street dedications, additional parking,
vehicular access points, buffering, and landscapeing
improvements.
Exceptions to this height limit are listed in (b).
Nothing in this section shall exempt the building or structure from
the provisions of the airport height ordinance for the county airport.
Legend
Coastal Wetlands for
Upland Dredge Basin
8 1,022 s.f.
Total 1,022 s.f.
0�
�;61
G 2o�o�p$�o
F
289 i
I� Coastal
404 Wetlands Provided by Owner
Maintenance Dredging within Permitted Basin
►00NOMN
UplandDredge Basin
.• Wetlands in Dredge Basin
Coastal Wetlands in Dredge Basin
PROPOSED DEVELOPMENT 1
60 30 0 60 120
SCALE: 1 "=60'-O"
REVISIONS
DATE
NEW MARINA LAYOUT
HTCA
WETLAND CALCS.
Jo
4
APARTMENTS LAYOUT
IT
AND SETBAC13
KS
7
MISCELLANEOUS
REVISIONS
JB
DRYSTACK PARKING
HTCA
REVISIONS
JB
17
MARINA/CONDO
HTCA
PARKING REVISIONSSoo
JB
PARKING
HTCAJB
REVISIONS
DRYSTACK
HT
REVISIONSZ72IL07
REMOVED NEW
HTCA
DREDGING AREA
o JB
MARINA LAYOUT
Hr
REVISIONS
i JB
REVISED WALK BY
HT
POND PARKING NOTE
, e B
MARINA REVISIONS
HTCAIB
COASTAL WETLANDS/
HTCAJB
DREDGING REVISIONS
MARINA LAYOUT
HTc
REVISIONS
JB
w U
CO N O
N
OC;d
o -
y
axe
z d ao
PLI
m mS
zi q�
Fa
a
0
V
U?
Cd
N
Cd
U�
4 o
z
r.
O 0
0
(CS
)
C�
C\2�
O
DESIGNED:
DRAWN:
H. Capps
J. Brinker
DATE :
1-22-2007
SCALE :
1"=60'-0"
JOB NO.:
374-00106
SHEET
5
OF 13
MEETS

P"
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1 T E N WrL TER I TELEPH E LIGHT I BOX WATER WATER METER DRIVE III, P.P. _--_ 2/ \ LIGHT P.P. & j -_ _ SIGN
ED SI ,LI/JLf '� PEDES L POLE GRAVEL VALVE VALVE ` POLE I GUY WIRE STOP �--� RIGA ON _
DRIVE z ,' •v SIGN �" rRVALVE N
POLE
MAIL '� POLE _--- 22 -\ I STREET 1 VALUE
GRAVEL FENCE GRAVEL WATER Wg7ER 1 -
rELE STAL eox r ! slcN
DRIVE ALONG R/W DRIVE VAUCT
i PED�STAL LINE r \ I I I 1 I I I
1 RIM: 16.02 1
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STRIP RESERVED PER MAP CABINET .20 PAGE 78 _= _ - - _ _ - � _=_- _ _ _ _ _ _ _ _ __ _ _ ____ __ ___________77_ _ _ _ _ _ __--___=-------- 30' DRAINAGE EASEMENT 1
I 30' DRAINAGE EAS€�fEN7 -----------_-_ _ ---- ---- ------�--
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and TANLEX CORP. _'. I EL MAP CABINS 24 PAG 274 S EET 5 0 7 RETAINED BY DEVELOPER
(4/69th Interest)- m �� pQ I I I 1 1 1 1 1 1 I 1 MAP CABINET 24 PAGE 275
BOOK 2305 PAGE 0038�85� ^-92- ^93^- ^94- �95� I �96� �97� _98- I
^-84� (SHEET 6 OF 7)
_86- -87- -88- -89- -90- -91- {
DOI
�82^- v � 10' U7/CITY EAS MENT
70" UTILITY EASEMENT
19 m I �� oP - - - - MINNESO TA DRIVE (60' PRI VA TE R/W) MINNESO TA DRIVE (60' PRI VA TE R/W)
1
Preliminary Site Data: Resort
Brunswick County
Current Zoning
MR-3200
Poperty in County Zoning Jurisdiction includes
parcels 236EA128, 236EA128.
Total Site Area
Tract "A"
678,539s.f. / 15.58 ac.
Storage America, Inc.
142,969s.f. / 3.28 ac.
Bridge Point: Phase 1: Lots 42-45
59,909s.f. / 1.38 ac.
25' Service R/W
5,027s.f. / 0.11 cc.
Total Area in Brunswick County Jurisdiction
886,444s.f. / 20.35 cc.
Area in parking/drives
279,403s.f. / 6.41 cc.
Area in sidewalks
14,425s.f. / 0.33 ac.
Area in open space
530,215s.f. / 12.18 ac.
Area in buildings
62,401s.f. / 1.43 ac.
MR-3200 Density (1 unit per 3,200s.f.)
[Site 15.41+3.28+1.49=20.35ac.]
Maximum Desnisty
277 unit max.
Density Proposed
256 unit prov.
Proposed Setbacks [Section 6.1(c)(3)]
High Rise Condominiums:
Minimum 135' Tall Building
Front 25' 25'+95'=120'
Rear 20' 20'+95'=115'
Side 6' 6'+95'=101'
40' High Condominiums:
Minimum 40' Tall Building.
Front 25' 25'
Rear 20' 20'
Side 6' 6'
Minimum Landscape Buffer (Max. 1/2 setback when 20'
adjacent to residential)
Parking_ Requirements: High Rise Condominiums 2 spaces per unit
Parking Standards
9'x18' space
Tower "A" Required (118 units)
236 spaces
Tower "A" Provided
263 spaces
Tower "B" Required (104 units)
208 spaces
Tower "B" Provided
208 spaces
Brunswick County Section 6.1(c)(3): For all buildings and structures
for human occupancy, maximum height is forty feet (40'); however,
if the building or structure is equipped with an internal fire
suppresion system, with a smoke or fire detection system, and with
a fire alarm system, all complying with the North Carolina State
Building Code, then for each additional foot of setback on all sides,
measured on the ground from the lot line, one (1) additional foot of
height is permitted.
Preliminary Site Data: Resort Brunswick County
Parking Landscape Required 28,498 s.f.
356,229 s.f. x 8%
Parking Landscape Provided 28,498 s.f.
Total Impervious Area 356,229 s.f.
Buildings 62,401 s.f.
Sidewalks 14,425 s.f.
Driveways/Parking 279,403 s.f.
I
General Notes:
1. Home owners association will be formed prior to the sale of units
and membership will be automatic upon purchase within the
development.
2. Home owners association will be responsible for maintenance of
roads and common areas.
3. There shall be a note on the final plats, master covenants, and
deeds showing the location of wetlands and noting that those areas
may not be filled, disturbed, or altered in any way unless properly
permitted by the NC Department of Environment and Natural
Resources and/or the U.S. Army Corps of Engineers.
4. Project to be built to County specifications for water and sewer.
A utility plan must be submitted and approved by Engineering and
Emergency Management,
5. County and State Stormwater Permits must be obtained prior to
any construction. No natural drainage areas will be cut off or
disturbed before obtaining permits,
Legend IF
Coastal
•- Wetlands Provided by Owner
Maintenance Dredging within Permitted Basin
�...�...
Upland Dredge Basin
404 Wetlands in Dredge Basin
►�������
Coastal Wetlands in Dredge Basin
PROPOSED DEVELOPMENT 2
60 30 0 60 120
SCALE: 1 "=60'—O"
REVISIONS
DATE
NEW MARINA LAYOUT
HT
WETLAND CALCS.
aJe
APARTMENTS LAYOUT
HTCA
AND SETBACKS
JB
MISCELLANEOUS
HT
REVISIONS
Ja
DRYSTACK PARKING
HT
REVISIONS
4 B
MARINA/CONDO
HTCA
PARKING REVISIONS
JB
PARKING
HTCA
REVISIONS
7 JIB
DRYSTACK
HTCA
REVISIONS
JB
REMOVED NEW
HTCA
DREDGING AREA
JIB
.07
MARINA LAYOUT
TCA
REVISIONS
,,JB
REVISED WALK BY
HTCA
POND PARKING NOTE
JB
MARINA REVISIONS
HT
JB
COASTAL WETLANDS/
HTc
DREDGING REVISIONS
4 aB
MARINA LAYOUT
HTc
REVISIONS
JB
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DESIGNED:
DRAWN:
H. Capps
J. Brinker
DATE
1-22-2007
SCALE
1"=60'-O"
JOB NO.
: 374-00106
SHEET
6
OF 13
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Marina Slip
Summary
Upland Marina:
6-35' slips -
210 boat feet
31-40' slips -
1,240 boat feet
3-50' slips -
150 boat feet
6-55' slips -
330 boat feet
9-60' slips -
540 boat feet
55 Total slips -
2,470 Total Boat Feet
14 Transient slips - 584 boat feet
Staging Area -
9 9
314 boat feet
L-Heads - 120
boat feet
404 Wetlands
for
Upland Dredge
Basin
Basin
1
594 s.f.
2
741 s.f.
3
56 s.f.
4
408 s.f.
5
826 s.f.
6
1,590 s.f.
7_
276 s.f.
Total
4,491 s.f.
1 Acre = 43,560 s.f
Xra Acre = 4,356 s.f.
Legend
0
Coastal Wetlands for
Upland Dredge Basin
Basin
$ 1,022 s.f.
Total 14 1,022 s.f.
(1 `� GAR0�7'P/
I/ Q SCA110F 9
1 9
289 =� G
Coastal Wetlands
404 Wetlands Provided by Owner
404 Wetlands in Dredge Basin
Coastal Wetlands in Dredge Basin
PROPOSED MARINA DETAIL
40 20 0 40 80
SCALE: 1 "=40'-O"
REVISIONS
DATE
NEW MARINA LAYOUT
Hrc
WETLAND CALCS.
Js
APARTMENTS LAYOUT
HT
AND SETBACKS
i e
MISCELLANEOUS
HTCAJB
REVISIONS
DRYSTACK PARKING
HTCA
REVISIONS
ao
MARINA/CONDO
HT
PARKING REVISIONS
as
PARKING
HTCA
REVISIONS
� i B
DRYSTACK
HTc
REVISIONS
, da
REMOVED NEW
HTCAJe
DREDGING AREA
MARINA LAYOUT
HTCA
REVISIONS
, dB
REVISED WALK BY
HT
POND PARKING NOTE
, Je
MARINA REVISIONS
HTCA,
COASTAL WETLANDS/
HT
DREDGING REVISIONS
JB
MARINA LAYOUT
HTCA
REVISIONS
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DESIGNED:
DRAWN:
H. Capps
J. Brinker
DATE : 1-22-2007
SCALE : 111=60'-0.
JOB NO.: 374-00106
SHEET
7
OF 13 SHEETS

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CKD. JPN
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EXISTING BULKHEAD TO BE REMOVED
ELEVATION 4.33 MEAN HIGH WATER LINE
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SCALE: 1" = 40' HORIZONTAL
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11 OF 131

0. m
DREDGE SPOIL VOLUME TABLE
1. EXISTING DREDGE AREA: (MAINTENANCE AREA)
ABOVE MHW = 0
BELOW MHW = 44,536 FT3 OR 1,650 CY
2. MARINA AREA: (UPLAND DREDGE AREA)
ABOVE MHW = 251,858 FT OR 9,328 CY
BELOW MHW = 1,367,821 FT OR 50,660 CY
TOTAL DREDGE MATERIAL = 1,664,215 FT3 OR 61,638 CY
PROPOSED MAINTENANCE DREDGE ELEVATION
DREDGE MAINTAINANCE DETAIL : EXISTING PERMIT AREA
I" = 10'
J
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TOP = 11.00
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crz�n
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42" RCP TO STORAGE TOP ELEV. = 30.0' Z N z M
tNV=4.10 ` :^ 7FORANTI—FLOATATION
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:•. .., DRAINAGE SYSTEM ;;'a:;:;
t u.,.:.:°.�4: i''` .+w•<••::" rn>- a. :.jr5i:^':`s,:H . .�a:J':" ' lii O
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BAFFLE WALL
/ 300 EXISTING GRADE VARIES
FROM 19.0' TO 22.0' Z
0) 0) Y
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1" = 10'
.l•
DES. JPN
CKD. JPN
DRWN. RDT
DATE 01 /28/08
12 OF 131

CONT HSS 8x6x3/8 WALER
(GALV. )
`c
'c
Te�flul"
-6.5, MLW
(ASSUMED
DREDGE C
-23.0' MLW
(TOE OF
SHEET PILE)
7.00' MSL TOP V BULKHEAD
EXISTING WETLANDS TO BE LEFT
UNDISTURBED NO FILL ALLOWED
GALV. HELICAL ANCHOR TIEBACK 0 11'-6"O.C.
MAXIMUM & 2'-0" MAXIMUM FROM
END OF WALER. WORKING CAPACITY
= 23.6 kips. INSTALL TO 47.2 kips ULTIMATE
CAPACITY FOR A FACTOR OF SAFETY = 2.0.
KICW CTCCI QUCCT DII IKIl1. ' • '
A
SECTION s1
NEW BULKHEAD SECTION
1/2" = 1'-0"
STRUCTURAL NOTES
1. SHEET PILE BULKHEAD IS DESIGNED FOR A FUTURE DREDGED DEPTH OF -8.00 FT. MLW.
2. DESIGN SURCHARGE LOAD BEHIND THE BULKHEAD IS 250 PSF.
3. DESIGN SOIL PRESSURES WERE CALCULATED BASED UPON THE ASSUMPTION THAT SHEETPILES WILL BE INSTALLED INTO
A UNIFORM STARA OF LOOSE TO MEDIUM DENSE SAND. THE CONTRACTOR SHALL HAVE A SUBSURFACE INVESTIGATION
PERFORMED TO DETERMINE THE ACTUAL SOIL CONDITIONS PRIOR TO ORDERING OR INSTALLING ANY MATERIALS FOR THE
NEW BULKHEAD. A REPORT OF THE SUBSURFACE INVESTIGATION SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW
AND POSSIBLE REVISION TO THE BULKHEAD DESIGN ON THIS PROJECT.
4. STEEL SHEET PILES SHALL BE ASTM A572 GRADE 50, COAL TAR EPDXY COATED.
5. HSS 8x6 WALER SHALL BE A500 GRADE B, 46 KSI.
6, WELDING ELECTRODES SHALL BE E70 SERIES.
7. ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION AND TOUCHED UP WITH COLD GALVANIZING AS
REQUIRED IN THE FIELD AFTER INSTALLATION.
8. HELICAL ANCHOR TIE -BACKS SHALL BE AS MANUFACTURED BY A. B. CHANCE OR EQUAL.
9. HELICAL ANCHORS SHALL BE SPACED AS SHOWN ON THE DRAWINGS. THE DESIGN TENSION LOAD IS 23.6 KIPS. THE
ANCHORS SHALL BE INSTALLED TO AN ULTIMATE CAPACITY OF 47.2 KIPS FOR A FACTOR OF SAFETY = 2.0.
10. ALL WORK SHALL COMPLY WITH THE NC STATE BUILDING CODE 2008 EDITION.
NEW HELICAL ANCHOR
TIE BACKS
NEW HSS 8x6 WALER
W4Z(Z Q. A WAI CR rnKITIMI Ini IQ
UVtK kZJ ANUNUKJ MIN., I Tr. IMAX. UVtK (YJ ANUHUKJ MIN., 1 Th'.
B
HSS 8x6 WALER SPLICE DETAIL s1
1" = 1'-0"
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