SW8080908_HISTORICAL FILE_20080918

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 p 8 09 O S
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zoo 3 o q 18
YYYYMMDD

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Colecn H. Sullins Director
Division of Water Quality
September 18, 2008
Georgia Murray, Manager
Maritime Siblings, LLC
P.O. Box 4549
Emerald Isle, NC 28594
Subject: State Stormwater Management Permit No. SW8 080908
Island Harbor Marina
High Density Redevelopment Project
Carteret County
Dear Ms. Murray
The Wilmington Regional Office received a Stormwater Management Permit Application for
Island Harbor Marina on September 9, 2008 with additional information submitted on September 12,
2008. 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 080908 dated September 18, 2008, for the construction of the subject project.
This permit shall be effective from the date of issuance until September 18, 2018, 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 thirty (30) 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
M.J. Naugle, or me at [phone].
Sincerely,
wry 6&L-,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/mjn: S:\WQS\STORMWATER\PERMIT\080908 sep08
cc: Ron Cullipher
Carteret County Building Inspections
Carteret County Engineering
Division of Coastal Management
Wilmington Regional Office
Central Files �r
M.J. Naugle NorlhCarolina
AWura!/y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Orrice Internet www.ncwaterqualitvorg Fax [phone] I-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50 % Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 080908
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY REDEVELOPMENT
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
Georgia Murray and Maritime Siblings, LLC
Island Harbor Marina
510 West Marina Drive, Emerald Isle, Carteret County
FOR THE
construction, operation and maintenance of three (3) infiltration basins 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 September 18, 2018, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
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 stormwater
control has been designed to handle the runoff from 116,897 square feet of
impervious area. An additional 27,979 square feet of BUA is permitted in other
areas of this redevelopment project.
3. This basin must be operated with a 50 foot 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. There is no built -upon area allocated for the
future development. Any additional BUA requires a permit modification.
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.
i\ Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 080908
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 permitted for the infiltration system and
must be provided and maintained at design condition:
Design Criteria
Basin #1
Basin #2
Basin #3
Other
Area
a. Drainage Area: acres
-Onsite, ft2:
-Offsite,
2.36
102,544
0
2.24
92,804
4,758
0.33
11,646
2,654
125,416
b. Total Impervious Surfaces, ft2:
60,815
50,553
5,529
27,979
c. Design Storm, in.
1.5
1.5
1.5
d. Basin Depth, ft:
1.5
3.25
1.5
e. Bottom Elev., FMSL:
5.5
5
5
f. Bottom Surface Area, ft2:
10,593
1,925
978
. Bypass Weir Elevation, FMSL:
6.6
8
6
h. Permitted Storage Volume, W:
12,498
8,475
978
i. Type of Soil:
Duckston
Duckston
Duckston
. Expected Infiltration Rate, in/hr:
6
6
6
k. Seasonal High Water Table,
FMSL:
2.23
306
1.96
I. Draw Down Time, hrs:
2
1 9
1 3
m. Receiving Stream / River Basin
Bo ue Sound/ White Oak
n. Stream Index Number
20-36-(0.5)
o. Water Body Classification:
"SA:ORW" (within 575)
il. SCHEDULE OF COMPLIANCE
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.
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:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation 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, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 080908
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
6. 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.
7. 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.
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.
Ill. 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 080908
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) 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 re -issuance 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 eighteenth day of September 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 080908
Island Harbor Marina
Stormwater Permit No. SW8 080908
Carteret County
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 (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 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 080908
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 weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the 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
Carteret County Building Inspections
Page 7 of 7

, ' S t ) k nxo9oR
D W Q USE ONLY
Date Received Fee Paid IPermit
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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forni 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):
MARITIME SIBLINGS LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
GEORGIA MURRAY MANAGER
3. Mailing Address for person listed in item 2 above:
City: EMERALD ISLE State: NC Zip: 28594
Phone: ( 252 ) 354-2373 Fax: L 252 ) 354-3190
Email: ricks.rhett®gmail.com
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
ISLAND HARBOR MARINA
5. Location of Project (street address):
510 WEST MARINA DRIVE
City:EMERALD ISLE County: CARTERET Zip:28594
6. Directions to project (from nearest major intersection):
FROM THE INTERSECTION HWY 24 AND HWY 58 TRAVEL ON HWY 58 SOUTH TO EMERALD ISLE
APPROXIMATELY 3 MILES TO MANGROVE BLVD, TAKE LEFT ON MANGROVE TO END. TAKE
ANOTHER LEFT ONTO OLD FERRY ROAD TO END AT SOUND DRIVE. PROTECT ON NORTH SIDE
OF SOUND DRIVE.
7. Latitude:34° 40' 6" N Longitude:77° 2' 39" W of project
8. Contact person who can answer questions about the project:
Name: RHETT RICKS Telephone Number: ( 252 ) 646-4837
Email:[e-mail]
IL PERMIT INFORMATION:
Form SWU-101 Version 03.27.08 Page 1 of 4

-. Specify whether project is (check one): ®New ❑Renewal []Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ❑High Density ®Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
®LAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
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.
REDEVELOPMENT PROTECT WITH PROPOSED IMPERVIOUS LESS THAN EXISTING TREATMENT OF
RUNOFF BY NON -REGULATED INFILTRATION AREAS AND DISCHARGE WEIRS TO DIFFUSE RUNOFF
FROM A RAIN EVENT IN EXCESS OF 1.5.
2. Stormwater runoff from this project drains to the WHITE OAK River basin.
3. Total Property Area: 7.63 acres 4. Total Wetlands Area: 0.15 acres
5. 100' Wide Strip of Wetland Area: 0.15 acres (not applicable if no wetlands exist on site)
6. Total Project Area**: 7.63 acres
8. How many drainage areas does the project have? 4
7. Project Built Upon Area: 42.78% %
9. 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.
For high densitv oroiects, complete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
BOGUE SOUND
BOGUE SOUND
Stream Class & Index No.
SA/ORW; 20-36-(0.5)
SA/ORW; 20-36-(0.5)
Total Drainage Area (so
102,544 SF
97,562 SF
On -site Drainage Area (so
102,544 SF
92,804 SF
Off -site Drainage Area (sf)
N/A
4,758 SF
Existing Impervious* Area (so
0
817 SF
Proposed Impervious*Area (sf)
60,815 SF
49,736 SF
% Impervious* Area (total)
59.31%
51.82%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
42,019 SF
22,880 SF
On -site Streets (sf)
On -site Parking (so
18,796 SF
27,129 SF
On -site Sidewalks (so
544 SF (EXISTING)
Other on -site (so
Off -site (so
Total (sf):
60,815 SF
SF
Impervious area is defined as the built upon area including, but not limited to, buildin s, roads, par ing areas, `
sidewalks, gravel areas, etc. S E P 1 2 2008
Form SWU-101 Version 03.27.08 Page 2 of 4 BYS (JY o ZZ

FORM SWU-101 ATTACHMENT
,ISLAND HARBOR MARINA
ADDITIONAL DRAINAGE AREAS
'
Basin"Informaiion
DrainageArea3_'_
Drainage Area 4 (OTHER
'IMPERVIOUS NOT IN A
DRAINAGE AREA)
Receiving Stream Name
BOGUE SOUND
BOGUE SOUND
Stream Class & Index No.
SA/ORW; 20-36-(0.5)
SA/ORW; 20-36-(0.5)
Total Drainage Area (sf)
14,300 SF
125,416 SF
On -site Drainage Area (sf)
11,646 SF
125,416 SF
Off -site Drainage Area (sf)
2,654 SF
Existing Impervious* Area (so
2,654 SF
1,869 SF
Proposed Impervious* Area (so
2,875 SF
26,110 SF
% Impervious*Area (total)
38.66%
N/A
Impervious" Surface Area
Drainage Area 3
Drainage'Area 4 .
On -Site Buildings (sf)
1,478 SF (EXISTING)
On -Site Streets (so
On -Site Parking (sf)
2,875 SF
13,028 SF
On -Site Sidewalks (sf)
391 SF (EXISTING)
Other on -site (sf)
13,082 SF (BOAT RAMP)
Off -site (so
2,654 SF EMI sT
Total (so:j
5,529 SF
1 27,979 SF
VA
ti l l laI8� �1 2 LI-Fi L(00 0
�01al ditF�i2��(r 3 3�.822
Sip 1 2 ?_003
PM 1630 Island Harbor Marina/Drainage Area 3.doc

**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
-percentage calculation. This is the area used to calculate percent project built upon area (BUA).
10. How was the off -site impervious area listed above derived? OFF -SITE IMPERVIOUS FOR DA3 IS THE EX.
DRIVE SHOWN ON THE PLAN, TOPOGRAPHY INDICATES THAT THIS IMPERVIOUS DRAINS TO DA3
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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. Forms can be
downloaded from http://h2o.enr.state.nc.us/suibml2 forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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. Forms can be downloaded from htto://h2o.enr.state.nc.us/su/bmp forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.08
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 Office. (Appropriate office may be found by locating project on the
interactive online map at htto://h2o.enr.state.nc.us/su/msi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form vzG
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if tv�t2�
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report R bG
• Two copies of plans and specifications (sealed, signed & dated), including: ay G
- 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
- Details of roads, drainage features, collection systems, and stormwater control measures
- 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)
VIL 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. (ex. designing engineer or firm)
Designated agent (individual or firm): STROUD ENGINEERING, P.A. GINGER TURNER
Mailing Add
City: MOREHEAD CITY State: NC Zip: 28557
Phone: ( 252 ) 247-7479 Fax:
Email [e-mail] 25a ':-ea(<,
VIII.APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) GEORGIA MURRAY, 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 c venants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .]
Signatur . Date: & '3O'0�
Form SWU-101 Version 03.27.08 Pa,-e 4of 4

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TRANSACTION REPORT
SEP-19-2008 FRI 03:20 PM t
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State of North Carolina
Department of EnvironmentOpat re l Resources
Wilmington Reg'`al O
winiam G. Ross, Jr., Secretary
Michael A Easley, Governor
FAX COVERSHLET
Date:
To: ` r
Fax:
Re:
No. Pages (excl. cover):
Express Permitting
From. Sandra Exum
Phone(910) m7
Fax: 9l0 350-2004
127 Cardinal Drivc Extension, Wilmington, NC 28405 • [phone] An Equal Opportunity Afirmalivc Action Employer

P. 01
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SEP-19-2008 FRI 02:40 PM
FOR: NCDENR 910 350 2004
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TOTAL 1M 29S PAGES: 8
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: 1 No. Pages (excl. cover): `7
Express Permitting
To: From: Sandra Exum
Co: }[V� �t-�- ��. o� C LLB Phone: [phone]
Fax: S�-1, -1� j�� Fax: [phone]
Re -
Hard copy to follow
127 Cardinal Drive Exltnsion, Wilmington, NC 28405 • (910) 79&7215 • An Equal Opportunity Affirmative Aulion Employcr

STROUD ENGINEERING, P.A.
107 B Commerce Street
GREENVILLE, NC 27858
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WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
❑ Attached ❑ Under separate cover via
❑ Prints
❑ Change order
❑ Plans
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❑ Samples
the following items:
❑ Specifications
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
�As requested
/1l For review and comment
�❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
0
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
RECFIV D i
SFr) � rocs
_ r
COPY TO I
SIGNED:�oTi�li�.:-�.—
If enclosures are not as noted, kindly notify us atat or/cc�

A

STROUD ENGINEERING, P.A.
107 B Commerce Street
GREENVILLE, NC 27858
LIWE [EQ Old 4 G 3. WOU4LQd
F.
[phone]
TO
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
i
❑ Samples
the following items:
❑ Specifications
THESE ARE TRANSMITTED as checked below:
❑ Samples
the following items:
❑ Specifications
THESE ARE TRANSMITTED as checked below:
❑
For approval
❑
For your use
❑
As requested
❑
For review and comment
❑
FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
71
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
r
SIGNED: A
/
If enclosures are not as noted, kindly notify us at n e.

Stormwater Narrative
Island Harbor Marina
June 23, 2008
Revised: August 27, 2008
Owner:
Maritime Siblings, LLC
c/o Georgia Murray, Manager
P.O. Box 4549
Emerald Isle, NC 28594
[phone]
Engineer: Ronald D. Cultipher, P.E.
Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
[phone]
A. Description of Project
Island Harbor Marina is proposed as a boat storage facility with amenities for their customers.
The property is located at 510 West Marina Drive (off NC Hwy 58), Emerald Isle, Carteret County
(P.I.N. 5384.20.80.0196) approximately miles south and east of the intersection of NC Highways 24
and 58. This tract of land comprises of 7.6 acres and is located within the White Oak River Basin.
The site has been evaluated by the Army Corps of Engineers and determined the presence of a wetland
fringe along parts of the shoreline as indicated on the attached plans.
The site presently drains north into Bogue Sound, which is Class "SA-ORW", Stream Index # 20-
36-(0.5). The site is being submitted as a Redevelopment State Stormwater project with impervious
areas totaling less than the existing coverage of the tract. The existing impervious area for the site is
43.12% and the proposed impervious area for the project, including the existing to remain, is 42.84%.
Since the tract is adjacent to outstanding resource waters, the requirements of the 575' Area of
Environmental Concern and 30' CAMA buffer are applicable. Some of the existing impervious will be
removed from the 30' buffer and only water dependant structures are proposed as being constructed
within this buffer.
There are three infiltration basins proposed within this redevelopment plan as being graded to hold
and infiltrate the runoff from the drainage area. These BMP's are proposed to reduce the stormwater
runoff from impervious surfaces draining into Bogue Sound, while satisfying the NC Division of
Marine Fisheries. The site is proposed at 7.92% with the construction of these infiltration areas. The
impervious area treated by these infiltration areas decreases the runoff by 35% from the current site
conditions. This plan provides greater stormwater control than what currently exists and has been
designed for a 2" rain, exceeding the 1.5" NCDENR requirement. Level spreaders are also proposed
to aid in diffuse flow of excess stormwater providing further treatment through the grassed buffer.
B. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal stormwater
regulations in coastal counties on January 1, 1988. These regulations are detailed in 15 NCAC
2H.1000 Stormwater Management. These rules allow for a development to be considered under
various options. This project is submitted for approval consideration under Secti[BY
100,; d
redevelopment. E E
File: PM 1630/narra[ive.doc
e

JVJI V: IVJI JJV
Date Filed: 7/1/2008 3:26:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200818300196
STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF STATE
LIMITED LIABILITY COMPANY
ARTICLES OF ORGANIZATION
PURSUANT to Section 57C-2-20 of the General Statutes of North Carolina, the
undersigned does hereby submit these Articles of Organization for the purpose of forming a
limited liability company.
NAME.The name of the limited liability company is:
MARITIME SIBLINGS, LLC
2. EXISTENCE. The latest date on which the limited liability company is
to dissolve is:
JANUARY 1, 2058
INITIAL MANAGERS. The name and address of each of the initial managers of the
limited liability company are as follows:
Robin Herring
P.O. Box 4549
Emerald Isle, NC 28594
Rhett H. Ricks
P.O. Box 4549
Emerald Isle, NC 28594
Georgia R. Murray
P.O. Box 4549
Emerald Isle, NC 28594
4. REGISTERED OFFICE. The street address and county of the initial registered
office of the limited liability company is: 304 North 35w Street, Morehead City, Carteret
County, North Carolina 28557.
The mailing address, if different from the street address is: P.O. Box 712, Morehead
City, North Carolina 28557.
5. REGISTERED AGENT. The name of the initial registered agent is: R. Andrew
Harris.
6. MANAGEMENT ELECTION.
Check one of the following:
Member -Managed LLC: All of the members by virtue of their
status as members shall be managers of this limited liability company;
RECEIVED
SEP C b 2008
BY:— ==

X Manager -Managed LLC: Except as provided by North Carolina
General Statutes Section 57C-3-20(a), the members of this limited liability
company shall not be managers by virtue of their status as members.
7. INDEMNIFICATION OF MEMBERS AND MANAGERS. To the fullest extent
permitted by the North Carolina General Statutes Section 57C-3-32(a) and all other
applicable provisions of the NORTH CAROLINA LIMITED LIABILITY COMPANY ACT,
as the same now exists or may hereafter be amended, the Company shall indemnify all
persons servings as Members or Managers of the Company, or in both such capacities,
against all liability and litigation expense, including but not limited to reasonable attorneys'
fees, arising out of their status as such or their activities in any of the foregoing capacities.
regardless of when such status existed or activity occurred and regardless of whether or not
they are Members or Managers of the Company at the time such indemnification is sought or
obtained. Without limiting the generality of the foregoing indemnity, such persons may also
recover from the Company all reasonable costs, expenses, and reasonable attorneys' fees in
connection with the enforcement of rights to indemnification granted by this Paragraph. The
provisions of this Paragraph are in addition to and not in limitation of the power of the
Company with respect to, and the rights of any Member, Manager, employee or agent of the
Company to receive the benefits of, any other or further indemnification, insurance,
elimination of liability or other right or benefit which is either required by the NORTH
CAROLINA LIMITED LIABILITY COMPANY ACT or permitted thereby and duly
adopted by the Company in accordance therewith.
8. PERSONAL LIABILITY OF MANAGERS. The personal liability of each Manager
of the Company is hereby eliminated to the fullest extent that elimination thereof is permitted
by the North Carolina General Statutes Section §57C-3-32(a)(1) and all other applicable
provisions of the NORTH CAROLINA LIMITED LIABLIITY COMPANY ACT, as the
same now exists or may hereafter be amended.
9. EFFECTIVE DATE. These Articles of Organization shall be effective upon filing.
10. ORGANIZER. The Organizer shall perform the ministerial function of signing and
submitting the Articles of Organization to the Office of the Secretary of State. The Organizer
shall have not be a member of the company and shall not have any other power or duty
regarding the company. The name and address of the Organizer is: John M. Harris, 304
North 35`h Street, Morehead City, Carteret County, North Carolina 28557.
This the <! r/ 'fi day of 12008.
4 i . 6 .
John M. Harris; Organizer
Li.

U.S. ARIMY CORPS OF NGUNY--,,EIdS
WILMINGTON DNSTRICT
action td. �902-IM-11Iti ('nulity: Curwrel U.S.{ t.S, [lujRl; fin'unsboro
NOTIF CATI ON OF.ILIRISWC1101Nr1L DETERI'llt+i':1TION
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pr.c:ean 14ori:1»d, the sups n:rr uol t:e at, h>;o:.auul:liall tllii aAclltmd deluivalien ins lilncly-mannc+r_ I�Ur a Irnne imiely
c:rliucalien, vu,.t ulav wiih to ob:am a . 3l;<nl1a111, '3'. l:011441crlad lin:d, any delineation must be. vcrilied by 711e IJeyc,.
Ilc_lt':I at1,la ouul w_jScI tin vn_ I ryTlrny_huy_;, ttr[I_tl htc-+Icc! •uId "v %1r;ukly Suuecsl you hao'u this deli_iryliat
lhit pIlrktv should be ifnue verified_thisunr_,,n•ill
uu ol:u_n.,l n•atcrr;agi gi m: ylucgc54ultsl_P„ t, ., ,.., ............._......__.
I'IIV ,. allall ds hn':c �ecn deli=lalur,I Ilnd cit- cc';eeI it011 aw.:: nccit rat i ly depleted ua Lhc plus iigUCLI by the 4'011I+
fi.:);Illamry oili_i:U Well tilwd he.! ow eu _. 1 hll(-,ie IhcIc is a chance In the l+:w or our publiahtxi:egui»lieu-., Ihi3
d❑It. rill ination may b: IV11M, u,nlm it5rn Ill: ln,l n.,I In cx,: cd Jive vrjrs I'ronl Lhc duice,fthis nulilicIll iIIII
_ '1'hele ary nil w•.11eIz of lhl: 1: S. • In inciudc wcdun_is, p;eaenc 4)11 the uhuele dc,,,:riheLi prnjl�jrry which nru subjcet to the
pennil reyulromrnt•, of Sxlino •1114 of Elie s: lcun Wilm Act 03 I_Sf: 13441, Uules, lildre ie,;I chuust. in the law ur our
pubItAle-d ru6nl:ui"611, 01i, lhrvrrminetion rtav be reliml upon fol it puriutl nol In t+x;;VtA live'yeal:a fmm;tile dale of this
ncu i icu I iU:l.
n� nenv is Incaca in or. e_mi_1hc,;.li,l.'i3 ..; i Lliiti :; sullied of n g.Itigi,�n ruder Elie Lisl-,I;L31,±\f�4hluplly4llP�i]' Act
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6..r.L• ,Isla lu •r Cti tQ117 F..:pirati, n Dale Janut1'-, 16, 201:
I'npr 1 nf?
P,ECEWED
SEP 0 9 2008
BY:�---

Action Id. 211V-1.19_1111-
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corstil'ub :r,yn181ian<; tieetiun iUIul'lilt:C'I iul'P'.unlAot(33USCr 1_Itt. 1Gyutl'I:ms:anyt}ucc4ions7CcarJingthis
dcicnnivatiurl and"ricAle Cams r.gclni-.riy Ilex, l-'Ob plea:- -orracl n1c :It 01ii1 A51-41 I.
Rs is 'nr D rrtnin ui m' T t s •tlnnd and x'atcr•s arc a1i N rt i. S ttinn Jill nevi :drle. wuk rs of T.tl 'Ir i Srland.
Corps ItovKl;ay 4kiicisl i!uiciuli:
fOTt OEFIEE. I,:SF. t7?!I. r':
A plat ilr skctc.lt n(thc psvpcM }' I'M Ih . •-'tilad d:it91'rrni ntusL6c al hls t:eJ lu iht- lih: ropy of dlle tiered.
.A tapy oCli)a."Ndlirkuov.n Of Adnlilli>a'a'i':;: Appeul Options Aml PVk-, erq Arid payucst For Apprlll•' !in -In nui>r IV'
irrr:3iniaed.tvith dtr. pn 1rc:1.}' %5'ti i Rk!�ci?r CfR�:}' DI Olds lovlll.
II.the praperly umiloins ki'li;iicd tucrlu;lds u^.leers, jjtv.v.e ill8k., rc :n Rcltmrts" etx lion rend ull.u:h the "13o!zted
GCICt'Ir71 r�II I1aB htfol{iTalplt ShCiL- :C OW II!C ': Up}' of II71ti Iorur,
pWac ? nP L

ISLAND HARBOR MARINA Z
I NF I LTRAT_I_ON BMP DRAINAGE AREA MAP
i
10
iY
r
/
/
/ y
/ •/ / �, �/ a/ / /,/ / %,l / / y Jir/
DRAINAGE AREA 91
/
DRAINAGE AREA 42
f' DRAINAGE AREA #3
r l
�r ,y , a i : '%rani ..> '. .. i. ;'r i i /�i ` i ;,• /, �> -� `�i +�
I
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'' I F- � /"� ✓/ J'/�/J �.Y Y'/� s _./ram /;
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r

zi
15LANU HAHbUH MANINA
OVERALL PROJECT AREA
L36 L37 L
L4 4190CUE-
IN
1§ I
c�
, -i Eo
rq
7405'16"w 228.62'
ND
(SA — Op W)
..............
41
SOUND DRIVE (50'ROW)

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,f3Y�1S c � -_C �� �,

9601P'd./li!iatr.47��tirieii/,
ra/I-I=i-ia/rure///a/ r�iutarl/1u/r/S
174/
)/ihuin//mr, .A1' 11, `(nin/'nn ,4h'41I?
asa:i `Jlri'/6ri//n .f/remle."Piri/n Gi fn.c:.'1/q_d5. -naG0
/r%n,iri01rr. •il'`6'Y,P6rA! uarnr.. /u��ron�i.rur/
DATE: July 31, 2008
SUBJECT: Land & soils evaluation of the Island Harbor— Seaside Siblings LLC Tract (portions)
to determine general usability with infiltration stormwater treatment systems. Tract
located at the north end of Old Ferry Road, Emerald Isle area, Morehead Township,
Carteret County, North Carolina.
TO: Mr. Rhett Ricks & Ms. Martha Howe Mr. Ron Cullipher & Ms GingerTumer
Seaside Siblings, LLC Stroud Engineering, PA
P.O. Box 4569 107-B Commerce Street
Emerald Isle, NC 28594-4569 Greenville, NC 27858
[phone] [o]; 646-4837 [m] [phone] x-234
The land & soils within the Island Harbor — Seaside Siblings LLC Tract (portions) were evaluated to
determine general usability for on -site infiltration stormwater treatment usage. Current NCDENR-
DWO "Stormwater Management" rules and regulations (NCAC 15-21-1-1000) were used as
guidelines in making this evaluation. Only limited observations were made within designated areas
for potential stormwater infiltration usage. This is a historically developed tract with extensive
impervious surfaces existing. This is a re -development project where existing impervious surfaces
should be credited and exempt from current stormwater rules.
When the proposed project is greater than 1 acre in size, has >25% impervious surfaces, is within
1/2 mile of, and/or drains directly to Class S.A. or S.A.-O.R.W. Waters or their unclassified
tributaries, stormwater must be treated by infiltration basins or an equivalent alternative method.
This tract is immediately adjacent to and drains to S.A.-O.R.W. Waters. Thus on this tract, it is
anticipated stormwater run-off is to be managed through infiltration treatment systems for high
density developments and new development within 575 ft of S.A.-O.R.W. waters is required to be
low density or <25% impervious surfaces. Typically historically existing (<1980's) impervious
surfaces >25% should be exempted or given credit for high density re -development purposes.
The portions of this tract evaluated are located on relatively level landscape positions that gently
slopes (0-1%) to the north towards the Bogue Sound classified as S.A.-O.R.W. Waters. General
elevations range from <5 ft to 0 It (amsl, see USGS map). The tract is extensively covered with
impervious surfaces from historically existing development in the form of buildings, parking, and
coquina surfaces.
The portions of the tract evaluated consists of historic and variable sandy fill materials that are +24
ft thick with minor pockets of shell and rock, overlying poorly to very poorly natural soil types.
Surfaces may have thin coquina / marl strata. The main soil variables are depth of the historic fill
materials and depth to seasonal high water table which are designate soils
7
7SE C 9 2008
WO- 1

map" (see attached soils map). Soil types found are historic fill -2-4 ft thick, over buried and
disturbed soil types similar to Duckston and Torhunta which are very poorly drained natural soil
types.
Historically existing impervious surfaces should be allowed a credit by NCDWQ, and with meeting
current rules as much as practicable by NCDWQ. The tract appears to have no areas which are
considered to be usable for stormwater infiltration treatment, unless non -prescriptive and engineered
innovative or "best management practices" are utilized. If these areas are to utilized for stormwater
infiltration basins, it is recommended to excavatie the existing historic fill to +5 - 6 It depths and
importing with clean sand materials to allow more uniform and greater infiltrative rates. If these
areas can be elevated by areal fill it would allow greater separation distances from the estimated
seasonal high water table level.
Careful planning and design should be exercised to insure any usable soil areas are reserved for
stormwater infiltration treatment. Innovative or Best Management Practices should be utilized to
attain the most practicable engineered stormwater treatment alternative. NCDENR-DWQ
Stormwater Section should be contacted for a pre -planning conference and review of the site for
their general concurrence of any proposed development and stormwater management system on
this tract before expending further time and monies. Soil logs can be provided upon request.
Larry F. Baldwin, CPSS/SC
ARCPACS #2183; NCLSS #1040
R- F'TVFD !
SEP C 9 2008
BY:

- LISGIPI
12 Feet
Plum (C
IN
G t
01
200yd
J� ------ F T
Terms of Use
Privacy Statem�nt
Itt) 'ten asei e r - i i sd
coni [In m I mage a,,px 9
2& S I I & / 18& X
79 1 &Y 959 5&, W - I & 8/812008

LAND & SOILS MAP WITHIN THE ISLAND HARBOR TRACT FOR POTENTIAL STORMWATER INFILTRATION USABILITY
Emerald 0tsle Area - Morehead Town#l'Up - Carteret Cothgty - North Carblina
Sly
V
y T.
t a -,
34
cif . t % .,
17-0
f A„.
Land
Management
Group, Inc
I 1 4: Ql Ai C 1 1-6 - 4AA Cnn.
yc ,
1
I
n !
•,s
+
•a;t
f�
x
r
4
4
(ail lines paced 6 approximate)
[Stroud Engineering Overlay Base]
JULY - 2008
Soo bdrmg ;oG hon wir
averaged seasonal high Hater !ao�a
mdwator depth
Potenhai sobs for stutrnwatel infiltration usage fiiatoric sandy tW materials with shell & fl Sty Qd} po,.-et^
and thin variable surface materials Eat seasonal high water table Q4 -30 Est permeab!i'to
to .48 depths Historic fill -3 a it over disturbed wit!ypes simile! to Duckslon or Tom., -!a
Potentla, Solis for atorit'"hn rnGRrahon usage Hisfil flu mix of sand smell nvnc;oc✓ G,cFe!5
Est seasonal high water table +12-18"' Eat pertneabilrb .5 !, in h, to •36 depths rui '
aver disturbed soli types similar to Duckston o! Tprhunfa

M
DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Complete and email this form to [e-mail]. if there are more than 7 areas to be tested,
attach a second sheet. Q
State Soil Scientist Confirmation Visit date/time:
Project Name: Island Harbor Marina County: Carteret
Street Address: 510 West Marina Drive, Emerald Isle, NC 28594
Directions from the nearest intersection of two major roads: From the intersection of
Hwy 24 and 58 take Hwy 58 South toward Emerafd Isle approximately 3 miles to Mangrove Blvd,
take left on Mangrove and follow to end taking another left onto Old Ferry Road until ends atSound
Drive. Protect located on south side of Sound Drive.
>1 acre being disturbed? ®YES ❑NO CAMA Major required? ®YES ❑NO
Consultant Name: Ronald D. Cullipher, P.E. Phone: [phone]
Consultant Firm Name: Stroud Ennineering, P.A.
Bore Number
1
2
3
4
5
6
7
a Existing Ground Elevation
3.5
6.5
6.0
b Proposed Bottom Elevation
5.5
5.0
5.0
c Difference a minus b
-2.0
1.5
1.0
d Add 2 ft. Min. Bore Depth)
2.0
3.5
3.0
e Hardpan Depth?
n/a
n/a
n/a
Approx. Elev. Of SHWT
2.0
3457�1
4.0
Max. lowest bottom elev.
4.0
56.0
h Infiltration Rate OK?'
i Confirmation of SHWT'
L r
/L61
For projects requiring more than 5 hand borings, manpower or equipment to
conduct the excavation must be provided by the consultant.
'State Soil Scientist Use ONLY
Comments
Required Attachments:
1. Legible vicinity map.
2. Complete Soils Report.
3. PDF formatted site plan with the boring locations to be tested. Site plans should
be emailed or hand -delivered only. Illegible faxed maps will not be accepted.
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.
(�E C E I V ED
S \WQS\STORMWATER\FORMS\infiltration site visit Revised 3/08 Iunl(l
AUG 12 2r.08
DWQ

0 �<
w w
0
U_
i U
N
0
j�E C E I V ED
�unuf AUG 12 2rJ-
DWO
PROJ N

ISLAND HARBOR MARINA
EXISTING CONDITIONS

ISLAND HARBOR MARINA
SITE PLAN

CNHv�
COw[C1MN5
:EO9 6V NC
utl/La UM
NEENAH
R-18�78-83G
(q" HEIGHT)
OR APPROVED
EOUAL
N
W

VICINITY MAP
SCALE NOT TO SCALE
ROGUE SOUND
v
m
m`

EXISTING CONpITIONS
E •y
W J
JuN 2 s 20
DWO
RROJ#�-

PROPoSED SITE PWJ
V EnJUN 2 6 2008 `1
PROJ N
DWQ

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
April !, 1994
L
IDF`®C��
�® FEE ® N
Mr. Kenneth Kirkman
Kirkman & Whitford, P.A.
P.O. Drawer 1347
Morehead City, N.C. {28557-1347
Dear Mr. Kir an, / �r
This letter is in response to your letter of January 18, 1994 concerning the Island Harbor
Marina Project in Emerald Isle. The redevelopment activities proposed by this project
must comply with the provisions of the existing stormwater rules. Under these rules,
this project would be subject to low density requirements of not more that 25% built -upon
area. The proposed project exceeds these limits, but does provide some advantages
when compared to the existing conditions on -site.
As mentioned in your letter, proposed changes to the stormwater rules could potentially
allow the permitting of this project based on changes to the definition of redevelopment.
However, these changes are still only proposed, and have not been formally approved.
At this point the Division of Environmental Management (DEM) can only enforce the
existing stormwater rules. Approval of a project based on proposed changes or intent of
these changes without review and approval by the Environmental Management
Commission (EMC) would be inappropriate. Therefore, I do not feel that I can issue a
certification for this project at this point in time.
DEM staff have addressed a number of issues concerning the proposed stormwater rule
changes and anticipate taking the proposed changes to the Water Quality Committee for
review at their May meeting. The rules would then have to go to the full EMC and
through the public hearing process before being finalized. This process would be
completed in late 1994, after which your project could be reviewed in accordance with the
provisions adopted by the EMC.
If you have any questions concerning this matter, please contact Steve Tedder, Chief,
Water Quality Section, Division of Environmental Management, or me at [phone].
Sinc rely,
A. reston Howard P.E.
cc: Steve Tedder
Dave Adkins
P.O. BOX 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opporlun0y AtllrmalNe Actlon Employer 50% recycled/ 10% posFcmaaner paper

WILHINDTON OFFICE
ME SuILOINO
115 NORM 3RO STREET
"WINOTON. NORM OARIXAU zeal
TELEPHONE 919-7e9.1099
FACSNILE e1.5IM67
KmKmAN & W=FORD, P.A.
ATTORNEYS AT LAW
710 ARENDELL SHEET- SUITE IN
POST OFFICE DRAWER 1N7
MOREHEAD CITY. NORTH CAROLINA 29557-1347
TELEFHONG 019-7N4411
FAO6NILE 010.RO M
January 18, 1994
Mr. A. Preston Howard, Jr.
Executive Director
Division of Environmental Management
PO Box 29535
Raleigh, North Carolina 27626-0535
RE: Island Harbor Marina
Dear Preston:
PINE KNOLL SHORES OPFICE:
PINE NNDLL VLLAOE PROFEDSINN DEN U
= 9ALTFA PATH ROAD - SURE D
NNE KNOLL SHORES, NORM OAROLINA 2951E
TELEPHONE S19]2e1303
PAOSIWLE 919R47.9929
You may, from your former life, recall several conversations you
and I had (including a meeting in Emerald Isle) concerning the
pending CANA application for Island Harbor Marina, Inc. to
construct a dry -stack marina at the site of their existing marina
in Emerald Isle, North Carolina. As I hope you recall, the hold up
to issuance of the CAMA and federal permits was state stormwater
regulations. As you may further recall, the plan, as ultimately
revised, involved an equal or lesser amount of impervious surface
than the current facility, and was generally conceded by all to be,
from a stormwater management standpoint, an improvement over the
current use, because additional buffering was provided for
percolation purposes along the shoreline.
At that point in time, we requested that you discuss with George
Everett a director certification, and you indicated that George did
not think it appropriate to issue a director certification because
pending revisions in the stormwater regs would in fact bring the
project into compliance with stormwater rules, and thus DEM could
sign off to CAMA.
I have now for two years been following, telephoning and otherwise
attempting to urge the stormwater revisions forward. For reasons
quite mysterious, and apparently unrelated to the substance of the
redevelopment rule, the stormwater revision set fallow for an
extended period of time. It is my understanding that, while the
regs have now resurfaced, there is going to have to commence a new
hearing and revision process, which will take again the better part
of a year.
Meanwhile, both CAMA and the Corps of Engineers are saying they
will not keep their file open much longer, waiting for the state to
act on its stormwater revisions. There is complete Emerald Isle

Page Two
Mr. A. Preston Howard, Jr.
January 17, 1994
municipal support for our project at this point; the project will
improve stormwater runoff controls, and my client is becoming
significantly disadvantaged from a commercial standpoint, as other
dry stacks have been constructed.
I would therefore request your consideration of the issuance of a
director certification for stormwater purposes. I would be more
than willing to speak with you on the telephone or discuss this
matter with you in person. I very much appreciate your attention
and help, and I look forward to hearing from you.
Very Truly yours,
Renneth M. Kirkman
KMK116
cc: Dave Adkins

30GUE SOUND
EMERALD
PLATTA 770N
OR.V-/-'
SOUND
0
c
a, o
F A
c4 ,,
COAL DP-
'A,OODPEGKER LANE
Et1LRALJ OR.
v/C'N/ MIAP-NOT l0 SCHLF
B o g u e S o Li n d
Iota' Areo = 1 5.5 Acres
Note:
Elevations are relative to NAVD 1988_
+10.3-Spat Elevation
Utility Legend:
�O -Gate Valve
® -Water- Meter
-Phone Pedestal
0 -Cable Pedestal
EB-Ele=ic Box or Meter
ON/D-Open Wood Deck
RW-Retoining Wail
-Covered Decks, Screened -in
Porches, Covered Additions
-Areas covered with Stone,
Rock, or Gravel
-Areas covered with
Concrete
ELR.
810
809
808
ft(
B o g u e S o u n d
B o g u e S o u n d
A" to 'B": Along Mean High Woter 11ne of Bogue Sound
Course
Beanhg
Distance
L 1
S 5791'59" E
5.68'
L2
S 72?1' " E
15.30'
L3
IV 54a3'42" E
30. 48
! L4
N 85?148" E
32.44
L5
�L6
N 77a7'43" E
N 45?3'28" E
40,96'
14.62'
LI
i N 07?8'02" E
1291'
L8
N 73?9'47" E
21.32'
k9
S 85?3'39" E
2579'
L10
N 67a2'09" E
20.29'
L11
N 66?9'24" E
34.97'
112
N 30?6'37" E
L73
_
S 71?9'12" E
D4
S 61a4'10" E
a58'
L15
N 89?2'49" E
L16
N 83?0'59" E
L i z
S 48?6,35"' E
25. 15'
L78
N 45?7'07" E
15.42'
L19
S 57?4'33" E
25.57'
L,
S 54a6'14' E
7254'
L21
V 83?7'17" E
64.84'
L22
S 11?135" E
33.86'
L23
N 76?3'08" E
16.05'
L24
N 7278'06" W
31.587
L25
N 53?5'47'" E
27.42'
L26
N 48P0'57" E
2394'
L27
N 8090'53" E
17.81'
D Ive (av _-
SaUr � I I 1
a
Course
Beoring
Distance
L 28
S 59 a4'03" E I
24.24
L29
N 42?9 58 E
i3.24
L30
N 59?2'S0"" E
22.59"
L, 51
N 57?6'46" E
3764'
L32
1 N 51?2'50E 1
24.08'
L33
N 28?227 W
16.95'
L34
S. 88?8'43" E
24,29'
L35
N 35?5'33" E
25.63'
L36
N 73?8'41 " E
16. 96'
L37
N 81?655" E
29.18'
L38
_
N 7293'00" E
30.21'
L39
N 88?2'06" €
41,71"
L40
N 69?4'44' E
43.09'
L41
_
S 69?4'48" F_
5715,
L42
S 82a2'03" E
33.24'
L4_
N 8O?9'S8"" €
16.89,
L44
iV 83ad'39" E
25.13'
L 45
1 S 78?7 '46" E
15.58'
L46
S 8009'11" E
_
27.15'
L47
N 88?3'14-' E
46.84'
L48
N 71?6'32" E
45.29'
L49
N 8898'09' E
2932'
L50
I N 81a2"10" E
24.02'
L51
18.10'
L52
N 57?T48' E
24.03'
L53
I N 57?2'00" E
15.64'
L54
I N 77?i'28" E
39. 17'
R.
13
310
Woodcliff Subdivision
M. B. 20, Pg. 5
1312
® 1,5111P.
149 V9'
5 77a7'57 VV
+ 1508
�30y
PROFESSIONAL LAND SUR'✓EYOR Do
T I HAVE SURVEYED THE PROPERTY AS
CCORDANCE WITH THE STANDARDS OF
SURVEYING IN NOP,TI-I CAROLINA., AND
PRECISION OF SA0 SURVEY IS
';N CARD<.L
SEAL
L-2699
to v�
G5, AL AN
LEGEND
EI.P_-Existing Iron Pipe
Ei.R.-Existing Iron Rod
ECM -Existing Concrete
,Monument
N..P.-New Iron Pipe
N.LR.-New Iron Rod
G.P.-Gos Purrips
OHP-Overhead Power
03-Power Pole/Light Pole
F.P.-Concrete Flagpole Base
F.H.-Fire Hydrant
+-Nonrnonumen ted Point
REV L DESCRIPTION DA iE
REV iDESCRIPTION �xx/:x/xx
Dafe
07/01/07
I
Job
--I
.g922G8
---+
1 Cogo
98162
DraWn
CAB
SCO/e
1 = FJO
Sheet
0

Site
BOGUE SOUND
EMERALD
PI,ANTA TION
v
r
VICINITY MAP -NOT TO SCALE
B o g u e S o u n d
Totol Area 13.85 Acres
Note.
Elevations are relative to NA VD 1988.
+10.3-Spat Elevation
Utility Legend.
a -Gate
Valve
®-Water
Meter
r -Phone
Pedestal
a -Cable
Pedestal
EB-Electric
Box or Meter
OWD-Open
Wood Deck
RW-Retaining
We//
-Covered Decks, Screened -in
Porches, Covered Additions
-Areas covered with Stone,
Rock, or Grovel
-Areas covered with
Concrete
810
809
808
8(
B o g u e S o u n d
B o g u e S o u n d
"A" to "B".Along Mean High Water line of Hogue Sound
Course
Bearing
Distance
L1
S 67?159" E
5.58'
L2
5 72?7'38" E
15.30'
L3
N 54a3'42" E
30. 48'
L4
N 85?1'48" E
32.44'
L5
N 77aT43" E
40.96'
L6
N 45?328" E
14.62'
L7
N 07?8'02" E
12.91'
L8
N 73?9'47" E
21.32'
L9
S 85?3'39" E
25.79'
- - -
L10
N 67a2'09" E
20.29'
Lit
N 66?924" E
34.97'
L12
N 30?6'37" E
30.90'
L13
5 71?9'12" E
33. 59'
L14
S 61a4'10" E
19.59'
L 15
N 89?2'49 E
23. 58'
L16
N 83?0'59" E
13. 05'
L17
S 48?635" E
2515'
L 18
N 45?7'07" E
15.42'
L19
S 57?433" E
25.57'
L20
S 54a6'14" E
72.54'
L21
N 83?7'11" E
64.84'
L22
S 11?1'35" E
3386'
L23
N 7693'08" E
15. 05'
L24
N 12?8'06" W
3L58'
L25
N 53?547" E
27.42'
L26
N 4890'51" E
2394'
L27
N 80?053" E
17.87'
Course
Bearing
Distance
L28
S 5904'03" E
24.24'
L29
N 42?9'58" E
1324'
L30
N 5992'50" E
22. 89'
L31
N 57?6'46- E
3764'
L32
N 51?2'50" E
24.08'
L33
N 289227" W
16. 96'
L34
S 88?8'43' E
24.29'
L35
N 35?530- E
25.63'
L36
N 73?841 " E
16.96'
L37
N 81?6'55" E
29.18'
L38
N 72?3'00" E
30.21'
L39
N 88?2'06" E
41.71'
L40
N 69?444" E
4309'
L41
S 69?4'48" E
3I..,
L42
S 82a2'03" E
3324'
L43
N 80?9'58" E
16.89'
L44
N 83a339" E
2513'
L45
S 78?7'46" E
15.58'
L46
S 8099'11" E
27. 15'
L47
N 88?3'14" E
46.84'
L43
N 719632" E
45.29'
L49
N 88?8'09"' E
29. 32'
L50
N 81a2'10" E
24.02'
L51
N 84?7'08" E
18.10'
L52
N 57?7'48" E
24. OX
L53
N 57?2'00" E
1564'
L54
N 77?1'28" E
39.17'
Sound GRAPHIC SCALE - FEET I I I I �GcA� '
a
0
,ion
5
1312
15111 P.
+ 1308
AS
IF
D
LEGEND
E.I.P.-Existing
Iron Pipe
E.I.R.-Existing
Iron Rod
E.C.M.-Existing
Concrete
Monument
N.I.P.-New
Iron Pipe
N.I.R.-New
Iron Rod
G.P.-Gas
Pumps
OHP-Overhead
Power
B-Power Pole/Light Pole
FP. -Concrete
Flagpole Base
F.H. -Fire
Hydrant
+-Nonmonumented Point
REV I DESCRIPTION DATE
REV I DESCRIPTION XX/XX/XX
C,
'�8 O
Date
03101107
Job
99224B
Cogo
98762
Drawn
CAB
Scale
1 " 60'
Sheet
i of �
Sv�`d oi°��o8

O C� 502 +0 9 519 +3.
OlI v T , J 4 501+26 10 Ila +a.s
n
+2.3 _n'_ �"
� 1 Water Depths � � � -o:a +o.a 1t�Yf4
ll
+2.6 0 of Low Water 7s 538+36
89 �g 5 ' L54 N.J.R. by
r=�� 453 450+a2 c 899 8 .520+.i.o527+3s �$ 6
�7 E.C.M. Guard
+z.3 _--45 g.,,63. 448+0.g47+0.4 �C?C$63 ��� I +0s L52 bZ5" sZ c. 1 62 Water Depths Edge of Old ��
451 +0 0 906 � Mean High Water Line L50
+zz z + I I 499+2.2 \ of Low water 6
o /l Ferry channel L39 2 L44 48
�y,.�
V*-I4-0 4 907 � 85 \ 4 Y4L36 40 � 6 I
tG3 450.7 61r�
,r7 5+27526+4.0 /
439 +o.440 +0.0 449 +oo 498 +2& 8 2 L36 42 32
+ 1 J 0 0 _ 99 3 54 �25 +34 44 61 LAMA Wetlands
I 431+ 445+a2 d 4F�B � � 6Q 404 Wetlands Line 1343s.a
+o.s 43 oo,/ 492441+0.0 914 �` 5�'J �l `'r +a.z L34 d Un 61 18 a,
+r.o TI
+o- 0 497+23 915 9 1 061 645 1 n e 07
493 442 +o.o 9 848 6
�9 ! 9�?4 5 444 +o.a yM 39 4� 5� 4 i 2 647 60 P�qP 605 614
+os +00
+04 I L75 Statio 83 64W 6 /
823 7.. Og 3 522+z. 5 6 6
Mean High Water Line i t1 �g 8 fi36 Q lh r 1117 E3� 6 F.H.
\+o0 +a.a 8
L
99 V / 096 1082� 430 596 674
+00
ov
a? L4 1278 /
`J1
806 + 81 / F P 1670
310 ®173J
813 + x�ii/ 1671 A /
809
X
808 } Irzz-
807�I1 69
74 Q
p I 1673
/I 24 9
8
eI
X /X Shed 27
® I II Shed
Shd ® � 2 57
_kte r 9 Concrete 2 56374
31®Shed
A/y 3�.l + 1876
i / +32.0 2321 W 2320
Shed \ 7 Shed / ® +to.> E.LR. 1
Ze X Shed2322 2319 S
2241 224J/ten 1310
2710 or,
!-`L4� 11.2 1303
co #`76 2246 + �78 00 p 306
z✓/ 2 ( Shed TSB"W 5
I 2776042,5564
5 09FZ703 / Shed
2664 2��3 20982101
X
Shed a �� +UE89 +— 1305
66� /
/ 1304
EB + 2
+ 26.3 % \ // / y
N.J.P. X rIV2 Y;JU2
Shed / �_ � ��//�/ ' �� Shed E 5 SO ,nd 1301
+26.82s.z+ X / r + o 1296 �� 7300 Q CP
4u
" 3 n
t
°W 21� FN.
+1ss 4 ` S g0?3'Sz 1297
5: ed 128.9 1295
72
I Ea [phone] c'
2148
F P—K Noil r 12-9 ` I
C
e � � 1 291 o O
2023
Ii �201 7 I < T
/ � I
_--�� E P—K Nod
94
J o
I
,W 22�
E1.R. 60 0 60 20 180
o
— Fn' R/vj 9433 I
Drive r GRAPHIC SCALE — FEET
P 1-2
q

117
,x
n
rEa
"� '/A
!n E - ;, ^Jo;;
s�
rlsn aeo.dnA
sm nor,
Meer, High Woter Line
/�� -'�__ e �CAMA We Elands Lin
4C4 YUeJonds Line - -- L I
�✓
�n EC
46
Y�
NIH, by
ECM Cuord
0
rot
✓/.
��fCCC 11a� �d
,shed
Shed
S
Shed
1
578 UU
J
f
I
0
I
Cn
0
Grcrete -
1
_ham
Ei.f
MOBILE HOMES/STORAGE BLDGS
CONCRETE
1
562.0944
33
1340.7792
65
315.4528
95
34.44
2
658.3222
34
160.1138
66
704.5151
96
220.1312
3
1-00
35
615.4767
67
741.5674
97
34.44
4
42.6402
36
65.7908
68
114.21
98
600.944
5
91.53
37
154.44
69
920.2094
99
478.6447
6
1113.5509
38
848.6781
70
53.7157
100
128.8873
7
290
39
1601.9551
71
652.9233
101
186.5935
8
25 .2044
40
55.25
72
1 122.4
102
640.5181
9
10.0028
41
710.828
73
149.65
103
259.3495
10
782.8331
42
67.24
74
984.9023
104
808.6543
11
693,2232
43
155
75
18
105
316.2147
12
51.812
44
696.5416
76
74.675
106
76.4818
13
213,132
45
656.2229
77
921,1866
107
45.4992
14
993.5775
46
34.02
78
774.0949
108
105.86
15
993.5775
47
794.606
79
98.4
109
51.2
16
244
48
100.04
80
177.0249
110
1595.3598
17
906.102
49
346,5997
81
725.2604
18
100.0418
50
823.1444
82
68.0625
19
614.9952
51
61.1093
83
914.5996
20
1381.5624
52
181.3271
84
284.7589
21
1116,0216
53
915.1924
85
78
22
647.6686
54
283.96
86
98,5438
23
10
55
795.428
87
912.2009
4
<? 184.7995
56
217.4471
88
69A018
- 64
57
71.14
89
654.986
26
� 7 .7903
58
908.3238
90
68,5805
27
102.09
59
194.4
91
880,394
28
1605.9628
60
129.7287
92
126,4715
29
865..
61
122.21
93
30
272.
62
96.0018
94
31
2209
63
934.5613
32
1474.3091
64
882.4147
GRAVEUASPHALT
111
10685A054
112
281.2126
113
903.7638
114
9YIS.0577
115
602.1222
116
650.787
117
28360.7402
118
29170.7829
119
58103,3673
120
1368.2526
121
243.6775
122
844.9164
123
2
1
525
25a
8027646
126
949. 103
127
252.
128
_"A96.6766
129
551.8706
30
124.96
131
275.8673
t777jt7--324557
133
58. 17
134
201. 994
135
268. 38
136
1165.7053
137
1207.6442
138
8519.3069
139
738.1767
BLDGS
4616131.8979
SF
CONCRETE
5583. 181
SF
GRAVEUASHPALT
15249 6183
SF
TOTAL
20424 7343
SF