SW8080908_HISTORICAL FILE_20210809

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0900108
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Q HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2oz\ 080n
YYYYMMDD

Burd, Tina J
From:
Burd, Tina J
Sent:
Thursday, August 5, 2021 12 22 PM
To:
[e-mail]; Ginger Turner
Subject:
SW8 080908 - Island Harbor Marina
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Renewal Application and $505.00 fee for the subject project on August 4, 2021. The project has
been assigned to Ashley Smith and you will be notified if additional information is needed.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email cortespondence, to and from this address is subject to the
North Carolina Public Records taw and may be disclosed to third parties
Website: http;f[deg nc Roy/about/divisions/enerw-mineral-land-resources/stormwater
Based on the current guidance to minimize the spread of COVID-t9, the Department of Environmental Quality has adjusted
operations to Protect the health and safety of the staff and public. Many employees are working remotely or are on staggered
shifts. To accommodate these staffing changes, all DEQoffice locations are limiting public access to appointments only. Please
check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email. We
appreciate your patience as we continue to serve the Public during this challenging time.

Non-TranSfer Application Completeness Review Checklist - Short Version
Project Name: (s li%.A 4" A o MaeI b A
Project County/Location: � j�'($ �T /E/y(C/GQC t7 l s t•-'--
Permit Action: New Not located in the ETJ of the following deligated and
functioning programs:
Date Delivered to WIRO: 4 G Z
BIMS Received/Accepted Date. O
BIMS Acknowledged Datel:
New Permit #2:
NHC Carolina Beach / Kure Beach / Wilmington / Wrightsville Beach
Bruns: Leland / Navassa (?) / Oak Island
Cart: Emerald Isle Onsl: Jacksonville
Pend: Surf City
Major Mod / Minor Mo enewal
Permit Type: < LID / LID Overall / HD &LD Combo
General Permit / Offsite / Exempt
Development Type Comm Resident / Other
Subdivided?:
Rule(s):
Subdivision
Coastal
Permittee Type & Documents Needed:
Property Owner(s) Purchaser
Viable2 Viable?
Deed
Not Subdivided
Common Area Deed
Coastal 1 11995 Coastal
1988 Coastal
Lessee
Agmt I 1 1Lease
Paperwork
lzgpphcation
®Fee: f33$505 (within 5mo) Check#(s): `y t o
nSupplements (1 new form or for older forms: 1 original per SCM)
FJO&Mt
Soils Report (lnfil or PP)
Calculations (signed/sealed)
Deed Restrictions, if subdivided
Project Narrative
FIUSGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?:
Plans (2 Sets)
PE Certification
Electronic Copies
Easements, Recorded (2017 Rules)
NOTES:
IEnter BIMS Acknowledged Date on this Sheet
2For New Projects -Enter New Permit # on Supplements & Deed Restiction Templates.
3If w/in 6 months and they are requesting a mod, STOP. Needs a renewal first.
EMAILED ENGINEER DATE:
REVIEWER NAME: AS4 Le
Existing Permit #: SAS 4:5$4t,(baj
ExpnationDate 3 1.1Z13/.oZ4
FlOffsite to SWB:
r_1Is Lot ID'ed in Master Permit?
=HOA
=Viable?
Minutes
IDNo Fee
Y / N
=Developer
=Viable?
Comments: I • `M)AGErk PiS G1/fTi� r
G:WQ\\\Reference Lmrary\Procedures\Checklists\Completeness Review Checklist 20200131

To:
NCDEQ
127 Cardinal Dr Ext
Wilmington, NC 28405
WE ARE SENDING YOU:
EGEQ E
All 0 4 I'll
THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
HESTRON PLAZA TWO
151-A NC HWY 24
MOREHEAD CITY, NC 28557
P:[phone]
F:[phone]
LEER OF TRANSMITTAL
DATE 8/2/2021
JOB NO. PM1630 Island Harbor Marina
ATTENTION
Re SW8 080908 RENEWAL
COPIES
DATE
NO.
DESCRIPTION
1
Original Renewal Form
1
Application Fee $505
1
LLC Documentation
THESE ARE TRANSMITTED as checked below:
❑ For approval []Resubmit copies for approval
❑ For your use []Submit copies for distribution
❑ As requested ®For review and comment
❑ FOR BIDS DUE
❑ PRINTS RETURNED AFTER LOAN TO US
Please let me know if you have questions or comments.
252-499-2166
COPY TO
SIGNED Ginger Y. Turner, PE

a
LIMITED LIABILITY COMPANY ANNUAL
1012017
NAME OF LIMITED LIABILITY COMPANY: MARITIME SIBLINGS, LLC
SECRETARY OF STATE ID NUMBER: 1051596 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 2021
SECTION A:
1. NAME OF REGISTERED AGENT: R AndrPw Harris
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SOSID: 1051596
Date Filed: 3/24/2021
Elaine F. Marshall
North Carolina Secretary of State
CA2021 083 02891
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
1912 Eastchester Drive
1912 Eastchester Drive
High Point, NC 27265-3501 Guilford High Point, NC 27265-3501 Guilford
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Marina RllcinPsc
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS
9100 Emerald Drive
3. PRINCIPAL OFFICE EMAIL Privacy Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
E ..
PO Box 4549
Emerald Isle, NC 28594-2419 Carteret Emerald Isle, NC 28594-4549 Carteret
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Robin R Herring
TITLE: Manager
ADDRESS:
PO Box 4549
Emerald Isle, NC 28594 Carteret
NAME: Georgia Ricks
TITLE: Manager
ADDRESS:
PO Box 4549
NAME: Rhett H Ricks
TITLE: Manager
ADDRESS:
PO Box 4549
Emerald Isle, NC 28594 Carteret Emerald Isle, NC 28594 Carteret
D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
3.11-e
SI ATURE DATE
or e.be�Za�dy a Comp y O cciial listed under Section C of This form.
--T` Print or Type Name of Company Official Print or y e Title of Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200
MAIL TO: Secretary of State, Business Registration Division, Past Office Box 29525. Raleigh, NC 2762"525

ROY COOPER
Gavmtar
DIONNE DEW-GATTI
Se(a v-7
BRIAN WRENN
July 15, 2021
Maritime Siblings, LLC
Arm: Robin R. Herring, Manager
P.O. Box 4549
Emerald Isle, NC 28594
NORTH CAROLINA
EM&=meAW Qualrry
Subject: Stormwater Permit Renewal Request
State Stormwater Management Permit No. SW8 080908
Island Harbor Marina
Carteret County
Dear Mr. Herring:
State Stormwater Management Permit #SW8 080908 for the subject project expired on April 28, 2021. This is a
reminder that permit renewal applications are due 180 days prior to their expiration per 15A NCAC 2H.1045(3).
North Carolina General Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
Please submit a complete permit renewal form along with a $505.00 fee and other submittal requirements within
30 days. The permit renewal form can be found on our website at: httos://deq.nc.gov/about/divisions/energ1y-
mineral-and-land-resources/stormwater/stormwater-Dro>2ram/Dost-construction-2. Also, it was noted in the file
review mat a oesigner's certrticauol
required by the permit has not been
was constructed in accordance with the approved plans as
e include this with your application.
A review of the North Carolina Secretary of State corporation's database revealed that this corporation has a new
point of contact. Please submit a completed Permit Information Update Form to correct your contact information
which is available on the website provided above.
If you have any questions regarding this matter, please contact Ashley Smith at [phone] or
[e-mail].
Sincerely,
Cam— 11�4
,� Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
DES/ams: \\\Stortnwater\Permits & Projects\2008\080908 HD\2021 07 req_ren 080908
cc: Andrew R. Harris, Registered Agent; Maritime Siblings, LLC; 1912 Eastchester Drive; High Point NC 27265
Wilmington Regional Office File
J North Carolina Department of Environmental Quality I Division of Energy, Anal and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension J Wilmington. North Carolina 28405
^+�rmur_r� 910.796.7Z15

• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
MARITIME SIBLINGS, LLC
Information
Sosld: 1051596
Status: Current -Active O
Date Formed: 7/1/2008
Citizenship: Domestic
Annual Report Due Date: April 15th
Currentgnnual. Report Status:
Registered Agent: Harris, R. Andrew
Addresses
Reg Office Reg Mailing Principal Office
1912 Eastchester Drive 1912 Eastchester Drive 9100 Emerald Drive
High Point, NC 27265-3501 High Point, NC 27265-3501 Emerald Isle, NC 28594-2419
Mailing
PO Box 4549
Emerald Isle, NC 28594-4549
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Robin R Herring
PO Box 4549
Emerald Isle NC 28594
Manager
Georgia Ricks
PO Box 4549
Emerald Isle NC 28594
Manager
Rhett H Ricks
PO Box 4549
Emerald Isle NC 28594

NCDENR
,rN rtfl Carolina 0,e!:,ariment of Environment and Natural Resources
Division of Coastal iblanagement
Beverly Eaves Perdue James K Gragson Dee Freeman
Governor Director Secretary
July 30, 2009'
AUG o 3 2009
MEMORANDUM:
v 'Linda Lewis i/ l�� (����/�
Division of Water Quality— Stormwater W O� IA
� Z l
FROM: 1 Doug Huggett 21 /
/ Major Permits Processing Coordinator �5t
SUBJECT: CAMA/DREDGE & FILL Permit Application Review AIJ t%
Applicant: Maritime Siblings, LLC (Island Harbor Marina) 0� t C� ,•'� 'U�
Project Location: The project site is located at 510 W. Marina Drive, Emerald Isle, Carteret
County.
Proposed Project: The applicant is proposing to redevelop an existing marina which would
consist of a 65 slip docking facility, a 270 slip dry storage (with travel lift) a
ship store, restaurant, bathhouse, maintenance facility, eight elevated wooden
parking lots, low pressure sewage treatment, 315' of bulkhead and the
excavation of 17,050 yd of bottom.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
08/20/2009. If you have any questions regarding the proposed project, please contact
Barry Guthrie at [phone]. When appropriate, in-depth comments with supporting data are
requested.
REPLY: —k— This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended_ changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
IOU �?a � 61'— 69 One
No 28557--3421 n •ru
An'Equal Opportunry 1 AlLrmalrve Action Employer
NDrth('aro tna
Naturally
/i

Major Permit Fee Schedule
Circle One
DCM %
DWQ %
Development Type
Fee.
(14300160143510009316256253)
(2430016024351000952341)
I. Private, non-commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas:
$250
100% ($250)
0% ($0)
II. Public or commercial
development that does not involve
'
the filling or"excavation of any
wetlands or open water areas:
$400
100% ($400)
0% ($0)
III. For development that involves
the filling and/or excavation or up
to 1 acre of wetlands and/or open
-
water areas, determine If A.S. C,
-
-
or D below applies:
-
III(A). Private, non-commercial
development, if General Water
_
Quality Certification No. 3490
See attached) can be'applied:
$250
100% ($250) ,
0% ($0)
III(S). Public or commercial
..
development, if General Water
"
Quality Certificatlon No. 3490
(See attached) can be applied,
$400
100% ($400)
0% ($0)
III(C): If General" Water Quality,
Certification No. 3490 (see'
attached) could be applied, but-
DCM staff determined that
"
additional review and written
DWQ concurrence is needed
,
because of concerns related to
water quality or aquatic life:
$400
60% ($240) '
40% ($160)
III(D). If General Water Quality:
Certification No. 3490 (see
-
attached) cannot be applied: •
$400
60% ($240)
- 40% ($160) "
IV. Development that Involves the
"
filling and/or excavation of more
-
"
than one acre of wetlands and/
-
open water areas: - ti
�$475
60% ($285)
40% ($190)
Check #Projec
I �,
Amount r Name 1M Q.L.� nt
(J,�a..,d t-�YRbOL � ��� ►t

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Maritime Siblings, LLC.
2. LOCATION OF PROJECT SITE: 510 West Marina Drive adjacent to the Bogue
Sound on the north side of Emerald Isle at the location of the existing Island Harbor
Marina, Emerald Isle, NC
Photo Index - 2006: 38-8067 grid (F4-5 G4-5) 2000: 38-476 grid (F4-5 G4-5)
State Plane Coordinates - X: 340228.775 Y: 2587555.258 Rover # JJ0721 I OA
LAT 34040.137N LON 77002.763W
3. INVESTIGATION TYPE: CAMA, D&F
4. INVESTIGATIVE PROCEDURE:Dates of Site Visit— 10/16/08, 5/6/09, 7/l/09
Was Applicant Present —Yes, No, No
5. PROCESSING PROCEDURE: Application Received — 4/28/09 cc: 7/9/09
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Emerald Isle
Land Classification from LUP —Conservation
(B) AEC(s) Involved: Estuarine Shoreline (ORW), Estuarine Waters, Public Trust Area
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing —Septic
Planned — Low pressure
(F) Type of Structures: Existing — 133 slip marina, ship store, boat ramp, asphalt and
gravel impervious surfaces, and 16 mobile homes on high
ground.
Planned — 65 slip marina with new docking facility, 270 slip dry
storage facility (with travel lift), ship store, locker room,
restaurant, boat maintenance department with associated
apparatus.
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Highground Disturbance
N/A
326,700 ft2
Disturbed
N/A
(B) Open Water
168,383 ft2
N/A
19,469 ft2 shaded
168,300 ft2 incorp.
(C) Coastal Wetlands
N/A
N/A
N/A
(D) Total Area Disturbed: 489,900 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW Open: No
PROJECT SUMMARY: The applicant is proposing to redevelop an existing marina in the
Town of Emerald Isle. The redevelopment would consist of a 65 slip docking facility, a 270
slip dry storage (with travel lift), a ship store, restaurant, bathhouse, maintenance facility,
eight elevated wooden parking lots, low pressure sewage treatment, 315' of bulkhead, and
the excavation of 17,050 yd' of bottom.

9. NARRATIVE DESCRIPTION:
Maritime Siblings, LLC.'s project is located on the northern side of Emerald Isle and western
end of Bogue Banks. The project site is found by turning south onto Hwy. 58 at the Hwy. 24
and 58 intersection in Cape Carteret. After crossing the Emerald Isle Bridge continue for
approximately 1.5 miles and turn north onto Mangrove Dr. and then an immediate left onto
Old Ferry Road.. Continue approximately 0.3 miles and turn right onto Marina Drive. The
site is currently known and operated as Island Harbor Manna.
The subject project would take place on a single 7.6 acre parcel and ranges from +3 ft. to +25
ft. in elevation above NHW. The project area is cleared and maintained; vegetation consists
of native grasses and sparse trees. Presently, the parcel consists of an existing 133-slip
public commercial marina with associated boat ramp, and 16 mobile homes. The marina
incorporates approximately 129,200 ft' of public trust waters. Currently the marina utilizes
an existing asphalt drive and gravel parking facilities. The existing manna and mobiles
homes utilize an onsite septic system. Existing impervious on the tract is 43.1 %. Adjacent
land uses consists of single and multi -family residential and a mobile home park.
The undeveloped portion of shoreline contains fringes of coastal and Section 404 Wetlands.
None of these wetlands are within the limits of disturbance for the redevelopment of the
marina. The width of Bogue Sound at this point is 1.06 miles. The subaqueous substrate is
predominately sand the entirety of the shoreline with the exception of the previously
excavated areas which are fine silt.
The Division of Water Quality classifies this area of Bogue Sound as SA-ORW waters. This
area is not a Primary Nursery Area. This portion of Bogue Sound is closed to harvesting of
shellfish. The entire parcel is located within the 575' Estuarine Shore AEC adjacent to ORW
and therefore is classified in the Emerald Isle LUP as Conservation.
10. PROJECT DESCRIPTION:
The applicant is proposing redevelop an existing 133 slip manna on approximately 7.6 acres
of highground with 896 ft. of shoreline. 7.5 acres of highground are proposed to be disturbed
during the redevelopment process in which a new marina would be constructed with an
associated bulkhead for shoreline stabilization, subaqueous and terrestrial excavations, as well
as a 270 slip dry stack facility with associated marine accommodations.
Proposed excavation totals 17,050 yd3 with 7,810 yd' being considered new excavation. The
portions of new excavation are extensions of the existing basin, and cover 60,237 ft' of
undisturbed bottom. Existing water depths in these sections range from -1.4 to -2.2' NLW.
Proposed depths, post excavation, are -6.0' NLW. 9,240 yd' would be excavated as
maintenance of the existing marina, which connects to an existing ferry channel with waters
depths of -6.4' NLW. 108,146 ft' of previously disturbed bottom would be excavated during
this project. A total of 168,383 ft' of bottom would be excavated during the marina
redevelopment. Excavation would be carried out by bucket and barge, offloaded onsite, and
relocated to a preapproved offsite location. There are sparse areas of SAVs on site with none
found in the areas to be excavated at the time of site visits.

The applicant proposes 315' of vinyl or concrete bulkhead to be constructed below NHW at a
maximum of 2' waterward of the existing bulkhead, directly adjacent to the existing marina
and boat ramp. No wetlands or SAVS are located within this area to be incorporated by
shoreline stabilization measures.
A new 65 slip floating docking facility incorporating 168,300 ft2 of public trust and estuarine
waters consisting of the following configuration is also proposed:
• Floating Dock #1- Western structure at site of existing boat ramp. Extends waterward
273' by means of a 273' x 8' pier. At the terminus, a 328' x 9.83' platform extends
perpendicularly westward to the access, providing 19 slips with nine 29' x 4.5' finger
piers and one 30.40' x 6.17' finger pier. Also proposed on floating dock #1 are
gasoline /diesel fueling dispensers and a sewer pumpout center, located on a 12'x13'
platform. Dock #1 provides 19 slips with 10 associated mooring pilings and extends
282' waterward of NHW. The structure is 51.32' from the western riparian line.
• Floating Dock #2- Central structure extends waterward 260.17' from NHW by means
of a 9.83' wide access pier. At the terminus, a 50.33' x 8' platform extends
perpendicularly eastward. Two 50' x 6.17' finger piers extend perpendicularly
northward, providing two slips. Along the eastern side of the access pier are four 39'
x 4.5' finger piers providing 10 slips with 6 associated mooring pilings. Dock #2 has
12 slips total and extends a maximum of 330' water -ward of NHW.
• Floating Dock #3- Eastern structure extends out 285.27' by means of a 9.83' wide
access pier. At the terminus is a 93.33' x 8' "T" with two 50' x 6.17' and one 50' x 5'
finger piers extending perpendicularly northward providing four slips. On the west
side of the access pier are five 39' x 4.5' finger piers providing access for 12 slips. On
the east side are four 34' x 4.5'and two 25' x 4.5' finger piers providing access for 13
slips with 15 associated mooring pilings. Dock #3 provides 29 slips and extends a
maximum of 345' waterward of the NHW. This structure would be a minimum of
129.52' from the eastern riparian line.
• Floating Dock #4- Is positioned along the proposed bulkhead between dock #2 and #3.
A total of 154.86' x 8' and utilizing two 39' x 4.5' finger piers. Dock #4 would
provide five slips with 3 associated mooring pilings.
The 50' wide area between docks #1 and #2 is designated as the staging area for the
proposed travel lift. This would be located in the area of the existing commercial public
boat ramp, which would be removed to accommodate this amenity.
Other activities in the redevelopment would consist of: A restaurant with dimensions of 50' x
70' with an attached 70' x 20' wood deck approximately 50' landward of NHW, ship store
with dimensions of 30' x 120' a minimum of 120' landward of NHW, 270 slip dry storage (4
levels in height) with dimensions of 270' x 208' x 50' a minimum of 70' landward of NHW,
associated travel lift and 11,500 ft2 concrete pad extending to the bulkhead in the location of
the existing boat ramp, a 50' x 30' bathhouse, vessel maintenance facility, eight elevated
wooden parking lots of various dimensions providing 194 parking places, low pressure
wastewater treatment, and three stormwater treatment basins covering 12,130 ft2, 3,725 ft2,
and 1,285 ft2 collectively. Basin #1 (12,130 ft2) would be located at a minimum of 64'
landward of NHW or 34' landward of the 30' buffer. Basin #2 (3,725 ft2) would be located at
a minimum of 50' landward of NHW or 20' landward of the 30' buffer. Basin #3 would be
located a minimum of 90' landward of NHW of 60' landward of the 30' buffer. Two

retaining walls are also included in the upland development at 190' and 78' in length and 1.5'
in height. The 198' retaining wall would be located on the west side of the property, and used
to stabilize the area around the proposed parking spaces. The other wall would be located on
the east side of the property, near stormwater basin #3 and used to stabilize parking and basin
#3. Underground fuel (gasoline and diesel) tanks are also proposed to service the marina and
would be located 480' landward of NHW. Also, 516' of wooden sidewalk of 5 and 10'
widths are proposed. The entire 7.6 acre tract is within the 575' Estuarine Shoreline AEC
adjacent to ORW.
Proposed disturbances and impervious calculations
Within AEC Within 30' buffer
•-_%,Imp ervious Pre- • 43.1%, 26.3%
development
• % Impervious Post- • 42.78% • 6.1%
Subaqueous Excavation Calculations
0
•. Maintenance e-9240 • 108,146
• New -Excavation • 7810 • 60,237
• TOTAL • 17,050 • 168,383
The Sedimentation and Erosion control plan for this project was permitted by the NC Division
of Land Quality, on 8/5/08 and is referred to as #Carte-2009-006. The Stormwater plan was
permitted as redevelopment by the NC Division of Water Quality on 8/18/08 and is referred to as
#SW8 080908.
11. ANTICIPATED IMPACTS:
The proposed marina redevelopment would result in 326,700 ft2 of upland disturbance to
occur. To aide in the reduction of both frequency and magnitude of sediments being
introduced into adjacent waters as a result of the upland disturbance, silt fences would be
used throughout the site and a temporary dike would be constructed, parallel to the
shoreline, to contain any sedimentation or erosion problems.
The amount of impervious surface on the 7.6 acre tract would be decreased by 0.32 %.
Total impervious surface within the AEC would be 42.78% and total for the tract would be
42.78% since the tract lies within the 575' AEC. The amount of impervious surface within
the 30' buffer would also be reduced by 75 %, going from 6,770 ftz to 1,700 ftz. With
properly engineered stormwater basins, very little new stormwater would be expected to
have an adverse impact on the adjacent ORW waters. Also, all parking is to be elevated
wooden structures, aiding in reducing runoff of pollutants into nearby waters.

One new impact would be the proposed new excavation of 60,237 ftz of shallow bottom; the
bottom characteristics in this area are fine sand. The proposal calls for 108,146 ftz of
shallow bottom to be excavated for maintenance. All excavation is proposed to -6.0' NLW.
The proposed excavations are part of and connect to an existing historic ferry channel
connecting Island Harbor Marina to the AIWW requiring the removal of 17,050 yd3 of
material from the system and relocated to an offsite spoil disposal area. This area has been
previously disturbed and the bottom consists of fine silt and mud. This excavation would
result in a temporary turbidity spike in the waters around the disturbance. The site is
located about 3 miles from Bogue Inlet to the west. With the proximately to the inlet, the
site experiences a relatively high velocity tidal current, and as such any turbidity would be
expected to be quickly dissipated.
The proposed docking facilities would incorporate 168,300 ffz of public trust waters,
increasing the amount of incorporated waters by approximately 30% over the previous
marina. The marina currently has 133 slips and the proposed redevelopment would harbor
65 slips, resulting in a 51 % reduction in total wetslips. 315' of shoreline would also be
stabilized with a bulkhead system. The proposed bulkhead would be positioned 2'
waterward of an existing bulkhead thereby requiring approximately 825 ft2 of open water to
be filled. Highground disturbance for the installation of the bulkhead system is included in
the 7.5 acres on overall disturbance. This area is void of wetlands and SAVs.
Also of concern would be the proposed vessel maintenance facility. Vessel maintenance
could cause the introduction of numerous harmful substances into nearby waters, which
should be addressed with the proposed catch basin used to funnel pollutants away from the
shoreline. Another concern is the sewage pumpout and vessel fueling stations located along
the docking facility. It is possible to have sewage or fuel spills due to equipment failure or
user accidents causing the spillage of petroleum products or raw sewage to the adjacent
ORW waters. This should be addressed by current USCG standards for fueling and
pumpout facilities. No coastal marsh or Section 404 Wetlands would be filled or excavated
during this project.
A local concern has arisen during the comment section for this project. Island Harbor
Marina has been a fixture of the community for decades and houses the only commercial
public boat ramp on Emerald Isle. The ramp would be lost during the redevelopment of the
marina, therefore eliminating commercial public boating access for the Town of Emerald
Isle.
fi _ ii3r 1+ti/_3aacF: �i i..i: ig eii?'��..�)d/iJ�

DOM MP4
APPLICATION for
il
Major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
. i. , Primary Applicantl Landowner Information
Business Name
Maritime Siblings, Llc
Project Name (if applicable)
Island Harbor Marina
Applicant 1: First Name
Rhett
MI
Last Name
Ricks
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
4549
City
Emerald Isle
State
NC
ZIP
28594
Country
Phone No.
252 - 354 - 2373 ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
Rhett Ricks [[e-mail]]
lnformation,
ti
2`flAge iVContractor,
Ye`
Business Name
Stroud Engineering, P.A.
Agent/ Contractor 1: First Name
MI
Last Name
Ronald
D.
Cullipher
Agent/ Contractor 2: First Name
MI
Last Name
Ginger
Y.
Turner
Mailing Address
City
State
151-A Hwy 24
Morehead City
NC
ZIP
Phone No. 1
7ext.
Phone No. 2
28557
252-247-7479
252-756. 9352 ext. 234
FAX No
Contractor #
252 247 4098
Street Address (if different from above)
City
State
ZIP
Email
Ron Cullipher - [e-mail] Ginger Turner - [e-mail]
aan -v+-.
qq !K1'JF �•xu'l l J
<Form continues on back; " �y
7777 Q.}x
;L! N.cnq
252.808-2808 1-888.4RCOAST .. www.nccoastalmanagement. net,
..

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
510 W. Marina Drive
Subdivision Name
City
State
Zip
NA
Emerald Isle
INC
28594 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
252 - 354 - 2373 ext.
N/A, I ,
a. In which INC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Bogue Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural [-]Manmade ❑Unknown
Bogue Sound
a. Is proposed work within city limits or planning jurisdiction?
I. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Emerald Isle
4.:Site Description,.-_,,'
a. Total length of shoreline on the tract (ft.)
b Size of entire tract (sq.ft.) r l � ^` � �`1•< V F'
896 ft
332,410 sf
c Size of individual lot(s)
d. Approximate elevation of tract atiove NHW (riolmal Bigh,i49 er) or
N/A, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
3'-25' ®NHW or ❑NWL ,,i�--`` �wq
e. Vegetation on tract
µ
grassed with sparse trees
f. Man-made features and uses now on tract
existing marina and mobile home park
g. Identify and describe the existing land uses adiacen to the proposed project site.
single and multi -family residential, mobile home park
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
MV - Marina Village
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ONO ❑NA
National Register listed or eligible property?
<Form continues on next page>
11
rig
252-808.2808 .. 1.888-4111COA5T .. www.nccoastaimanagement.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
®Yes []No
u Are there coastal wetlands on the site?
®Yes. ,❑No'''
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
®Ye z❑No
(Attach documentation, if available)
'
n. Describe existing wastewater treatment facilities.
onsite septic system
q!yare,, * 4
7
o. Describe existing drinking water supply source.
public water provided by Bogue Banks Water Corporation
p. Describe existing storm water management or treatment systems.
sheet flow through mobile home park toward Bogue Sound
5:-Activities and Impacts
a.
" Will the project be for commercial, public, orprivateuse? ®Commercial ❑Public/Govemment
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Provide a dry stack marina, docking facility and amenities
c.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored. ,
dragline , excavator, barge, pile driving equipment,dump trucks to be stored within the work area or on high ground
owned by the applicants
d.
List all development activities you propose.
Dry stack boat storage building with added amenties including bath house, ship store, maintenance, restaurant and marina
Construction of parking for patrons and ramp for boat travel lift
Stormwater infiltration basin construciton
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both; redevelop existing marina
f.
What is the approximate total disturbed land area resulting from the proposed project? — 7.5 ❑Sq Ft or ®Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
The existing stormwater receives no treatment, only overland sheet flow. The current approved stormwater plan provides
three infiltration basins for the 2" runoff as well as infiltrating the lyr 24hr storm without discharging to Bogue Sound. Only
minimal surfaces not capable of being directed to an infiltration basin sheet flow toward Bogue Sound
i.
Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j.
Is there any mitigation proposed? ❑Yes ®No []NA
If yes, attach a mitigation proposal.
<Form continues on back>
252.808-2808 .. 1.888-4RCOAST .. www.nccoastaimanagement.net

Form DCM MP-1 (Page 4 of 4)? APPLICATION for
l Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following iteini below, -,if applicable, must be submitted'in order for the application
package to be complete. Items (a) — (t) are always applicable to any ma/ordevetopriienea p/icatidn. Please consult the application
instruction booklet on how to propedy prepare the required items below.
a. A project narrative
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Holly Ann Corporation, - - ' ' _ `.' -, .-_, _+ - Phone No. 252-354-9307,. _
=Address 8108 Sound Drive, Emerald Isle, NC 28594
Name Seaside Siblings, LLC Phone No. 252-254-2373
Address P.O. Box 4549, Emerald Isle, NC 28594
Name }2, - _ " "1`>Phone No.
'Address. 4'
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Land Quality #Carte-2009-0W 8/5/08 State Stonnwater #SW8 080908; 8/18/08
Emerald Isle SW Permit -no number; 1/26/09
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
~7: Certification and Permission to Enteron,Land. •,;_ :: °-�_ .,; ';;-"�:.-_<,- �`..:�-_. _; y.._ _ - _
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify hat thip information provided in this application is truthful to the
best of my knowledge.
Date 2 Print Name (
Signature �
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
252.808-2808 .. 1-688.4RCOA5T .. www.neecastaimanagement.net

Form DCM MP-2
1 rtl,v •$ 'i 01. i;JT
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all�thec sections of.th`e gJbint§
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
(NLW or
NWL
stabilization
Length
NA
NA
-296'
NA
NA
NA
NA
Width
NA
NA
-565'
NA
NA
NA
NA
Avg. Existing
NA
NA
--3.25'NLW
NA
i.;,�,,.-,:•=.t.;�;=.
„;; NAv,_
;:..�, ' Y,_...
NA =ryr
NA
Depth
�;F,
Final ProjectNA
NA
NA
6'NLW
NA
NA
Depth
a Amount of material to be excavated from below NHW or NWL in
cubic yards.
17,050 cy below NLW
c. (i) Does the area to be excavated include coastal wetlandstmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ENone
(ii) Describe the purpose of the excavation in these areas:
to provide for boat mooning and operational depths of
boats expected to be in the twenty to fifty foot range
2. a DISPOSAG-'OF EXCAVATED'MATERIAL:v;-�v
a. Location of disposal area. ^
offsite to be determined by dredging contractor in
coordination with CAMA officials
c. (i) Do you claim title to disposal area?
[]Yes KNo '*NA Y�
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlandstmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ENone
(ii) Describe the purpose of disposal in these areas:
unknown
b. Type of material to be excavated.
silty sand
d. High -ground excavation in cubic yards
—2.1,000 cy total high ground excavation
b. Dimensions of disposal area.
to be determined in coordination with CAMA officials
d. (i) Will a disposal ar a be available for future maintenance?
❑Yes OQNo IMNAR>/�.//p;
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ENA
(ii) If yes, how much water area is affected?
• 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanamoment.net revised: 12/26/06

Form PDCM MP-2 (Excavation .and Pill, Page 2 of 2)
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: b. Length: 315 ft
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: -1.4' NHW
e. Type of stabilization material:
sheetpile
Width: 12"
J. Maximum distance waterward of NHW or NWL: 2' NHW
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ®NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h.
Type of fill material.
Bulkhead backfll 825 sf Riprap _
sandy
Breakwater/Sill_ Other_
L Source of fill material.
i
cut material from onsiterea
s_
4:ri'OTHER`F/L'C'ACTIVITIES ; _;.> -sec
k ,� This section not applicable
kK 2.H .i 0., st Y •�1- 1
4
,z(Excluding:Shoreline Stabr6zahonf ,' i M .� h k
���...
4 j ', l ,i C �y
s}mi,�9 5.gb
u•... v.�.n ., - 3,. a. 1:... ���.�u ._?,�..,.�t-,
�... _t..n5-•
a. (i) Will fill material be brought to the site? ❑Yes ®No ❑NA b.
(i) Will fill material be placed in coastal wetlands/mar'sh (CW),' -"
If yes,
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
(ii) Amount of material to be placed in the water NA
number of square feet affected.
(iii) Dimensions of fill area NA
❑CW ❑SAV ❑SB _
(iv) Purpose of fill
❑WL ®None
NA
(ii) Describe the purpose of the fill in these areas:
NA
a. How will excavated or fill material be kept on site and erosion
controlled?
sift fence installation and earthen dike during upland construction
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. What type of construction equipment will be used (e.g., dragline
backhoe, or hydraulic dredge)?
dragline, excavator, barge, pile driving equipment, dump trucks
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
ter; .. ,
`•t^r Maritime Siblings; LLC Go Rhett Ricks
r- q nt Name" - .r rr
Date-1 . In � - _ s _ - ,
Island Harbor Manna-
' Apphcant Signature
Protect Name
252-808-2808 :: 1.888-4RCOAST :: www.nccoastatmanaUement.net revised: 12/26/06

IC'
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM
MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND"DEVELOPMENT
a. Type and number of buildings,.facilities, units or structures b.
Number of lots or parcels.
proposed.
1
dry stack storage building with appendages for ships store,
maintenance and bathing facilities, 65 slip marina,
restaurant
C. Density (give the number of residential units and the units per d.
Size of area to be graded, filled, or disturbed including roads,
acre).
ditches, etc.
N/A; no residential units proposed
7.5 acres
e. If the proposed project will disturb more than one acre of land, the I.
List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and
to be used for impervious surfaces.
sedimentation control plan at least 30 days before land -disturbing
asphalt and concrete
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been .-
submitted to the Division of Land Resources?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted: 7/29/08
g. Give the percentage of the tract within the coastal shoreline AEC to h.
Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built -upon surfaces, such as
require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways
(I) Has a site development plan been submitted to the Division of
or parking.
Water Duality for review?
42.78%
®Yes ❑No ❑NA
1. Give the percentage of the entire tract to be covered by impervious
(ii) If yes, list the date submitted: 9/9/08
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
42.78%
j. Describe proposed method of sewage disposal. k.
Have the facilities described in Item (i) received state or local
onsite low pressure system
approval?
®Yes ❑No ❑NA
If yes, attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the m.
Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industriall
design?
commercial effluent, "wash down" and residential discharges).
❑Yes ®No ❑NA
The current approved stormwater plan provides three
If yes, attach appropriate documentation.
infiltration basins for the 2" runoff as well as infiltrating the
1yr 24hr storm without discharge to Bogue Sound; no other
discharges proposed
252-808-28082 :: 1.888-4RCOAST :: www.ncconstalmanagement.net revised: 12/26/06

Forms 3DCM idle-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g , well,
community, public system, etc)
Public System - Bogue Banks Water Corporation
o. When was the lot(s) platted and recorded?
September 30 2008
n. (i) Will water be impounded?,,, Yes ❑No> ®NA, -j ,
15i'i#Jl 4J9%a"-� filly �J�L l
(ii) If yes, how many acres? �
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
252.808.2808 :: 1-888-4RCOAST :: www.nceoastalmanaeement.net revised: 12/26/06

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
A.4DOCK/NG FACILITY/MARINA CHARACTERISTICS ,' `:' ` :=:'' ", ' ❑This section not applicable,
a. (i) Is the docking facilityimarina: l .. - b. (i) Will the facility be open to the general public?
®Commercial ❑Public/Government ❑Private/Community ❑Yes ®No
c. (q Dock(s) and/or pier(s)
(ii) Number 4
(iii) Length D1-252 97" 20' D2-229 17''31'
D3-234 5" 31` 26 77' 24' D4-109 16' 45.7'
(iv) Width D11-8'8' D2-9 83'' 12e D3-9 83'' 8'' 8'' 14 17'
(v) Floating ®Yes ❑No •�/l,�-/
e. (i) Are Platforms included? ®Yes []No
If yes:
(ii) Number 4
(iii) Length D1-328 5" D2-50 33' D3-93 33'
(ni) Width D1-9 83'' 13' D2-8' D3-8'
(v) Floating ®Yes ONO
Note: Roofed areas are calculated from drfpline dimensions.
g. (p Number of slips proposed
(ii) Number of slips existing
13 3 -'M slips to be removed
Y-rx- 7 (2-Yo 9
I. Check the proposed type of siting:
❑ Land cut and access channel
®Open water; dredging for basin and/or channel
❑Open water; no dredging required
❑Other; please describe:
k. Typical boat length: 0'-5 '
d. (1) Are Finger Piers included? ®Yes []No
If yes:
(ii) Number 33
(iii) Length 24 5'- 25' ' 29'' 30 4' 34' '39' 750'' 50'
IN) Width 6 17'' 4 5'' 4 5'' 6 17" 451 4 5'' 5'' 6.17'
(v) Floating ®Yes ❑No
f. (i) Are Boatlifts included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
® Full service, including travel lift and/or rail, repair or
maintenance service
® Dockage, fuel, and marine supplies
❑ Dockage (vet slips") only, number of slips:
21 Dry storage; number of boats 270
❑ Boat ramp(s); number of boat ramps:
® Other, please describe:
Restaurant and ship store
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
personal recreation boats
I. (1) Will the facility be open to the general public?
252-808-2808 :: 1-888-4RCOAST :: www nccoastal management. n et revised: 12/27/06

Fer1'n OCM MP-4 (Structures, Page 2 of 4)
m. (i) Will the facility have he pilings? []Yes ®No
®Yes ❑No
(ii) If yes number of tie pilings?
34
2.. DOCKING FACILITY/MARINA OPERATIONS . ❑This -section not applicahle,
a. Check each of the following sanitary facilities that will be included in the proposed project.
® Office Toilets
® Toilets for patrons; Number: 2 toilets/sinks/showers per gender; Location: lockeroom proposed in appendage of dry stack
building footprint
® Showers
® Boatholding tank pumpout; Give type and location: fixed pumpout near slips 14 and 15
b. Describe treatment type and disposal location for all sanitary wastewater.
on site low pressure sewer system
c. Describe the disposal of solid waste, fish offal and trash.
dumpsters provided onsite
d. How will overboard discharge of sewage from boats be controlled?
no discharge" requirements in leasing agreement, signage and boatholding pumpout facility provided
e. (i) Give the location and number of "No Sewage Discharge' signs proposed.
one at the end of each dock (4 total)
(ii) Give the location and number of "Pumpout Available" signs proposed.
one at the end of each dock on same post as "no sewage discharge" signage (4 total)
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
underground fuel tanks, closed containers, drums or tanks labled "used oil"and are stored inside the portion of dry stack
building designated for maintenance
g Where will residue from vessel maintenance be disposed of?
used oil hauled to a permitted facility for recycling or proper disposal
h. Give the number of channel markers and "No Wake" signs proposed. 32no wake" signs .
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
located adjacent to slip 19 and providing spill response kit
j. What will be the marina policy on overnight and live -aboard dockage? ,
none allowed, included in leasing agreement
k. Describe design measures that promote boat basin flushing?
proposed dredge depth does not exceed depth of connecting waters
252-808.2808 :: 1.888-4111COAST :: www.nccoastalmanaaement. net revised: '12127/06

Form DCM MP-4 (Structures, Page 3 of 4)
I. If this project is an expansion of an existing marina, what types of services are currently provided?
upgrade of existing marina; currently providing boat storage, dockage, maintenance and repair shop, ship store
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ONO
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
❑WL _ ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ONO
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
a. (i) Is the boathouse structure(s):
❑Commercial ❑PublidGovernment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width _
Note: Roofed areas are calculated from dripline dimensions.
a. (i) Number
(ii) Length
(iii) Width
a. Length
0
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
..#• .._5::.+[.V'='_4'fis'v-,za i:1�= - }, 9`� - „S'S� �.1 �' ��: �ni.� :�S�i .-.r....1.ln.
;,. - This section note 'licable'
6. MOORING:PILINGS'aiid BUOYS ® P? ; _.
a. Is the structure(s):
❑Commercial ❑PublidGovernment ❑Private/Community
c Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
b. Number
d. Description of buoy (color, inscription, size, anchor, etc )
252.808-2808 :: t-888-4RCOAST :: www.nccoastalmana ement.net revised: 12/27106

Forest DCM MP-4 (Structures, Page 4 of 4)
e. Arc of the swing _
7. GENERAL
a. Proximity of stmcture(s) to adjacent riparian property Imes b. Proximity of structure(s) to adjacent docking facilities.
west - 52' east - 130' approximately 75'
Note: For buoy or mooring piling, use arc of swing including length
ofvessel.
c. Width of water body
1.06 +/- miles
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
a. Give complete description:
d. Water depth at waterward end of structure at NLW or NWL
-6.0 NLW
.'v— �❑This ectio
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagerrent.net revised: 12/27/06

Narrative
Island Harbor Marina
April 23, 2009
Owner:
Maritime Siblings LLC
Rhett Ricks
P.O. Box 4549
Emerald Isle, NC 28594
Engineer:
Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
[phone] Ext. 224
Island Harbor Marina, an existing marina and mobile home park, is being
proposed as commercial marina 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 three (3) miles southeast of the intersection of NC
Highways 24 and 58. The parcel is zoned MV, marina village, and is within the
jurisdiction of Emerald Isle. This tract of land comprises 7.6 acres and is located within
the White Oak River Basin. It has been evaluated by the Army Corps of Engineers and
determined the presence of a wetland fringe along parts of the shoreline as depicted on
the plans. The site is presently serviced by Bogue Banks Water Corporation for
domestic water supply and an on -site septic system is proposed on -site to handle the
sewer. j 33
The existing marina has approximately one „andFe ; wet slips. The proposed
demolition and reconstruction/reconfiguration of the marina will reduce this number to
sixty-five (65) floating slips.
Boat Sip Summary
Dods#
Sip Length
Number
1
30'
19
2
50'
2
49
9
3
50'
5
49
12
35'
9
25'
4
4
40'
5
Total
Mixed
65

Island Harbor Marina
PM 1630
The protect also proposes the construction of a two -hundred -seventy (270) slip dry V' +
storage facility with appendages serving the needs of the marina. The appendages Fr q,
include a ship store, patron's locker room with bathing facilities and boat maintenance
department. A restaurant is also proposed for the development and is sited at the.north
east corner of the property. Fuel and sewer pump -out facilities a'6 'located'on°Floating'
Dock #1. Appropriate emergency spill kits are to be provided as well.
Dredging is required for the functionality of the marina. A dredging limit as
delineated by Tere Barrett of the NC Division of Coastal Management and surveyed by
Stroud Engineering is shown on the attached drawings. All proposed dredging has been
contained within the allowable area and excavated to a matching depth of the
connecting water.
The site presently drains north into Bogue Sound, which is Class "SA-ORW",
Stream Index # 20-36-(0.5). The site has been submitted and permitted as a
Redevelopment State Stormwater (SW8 080908) project, with impervious areas totaling
less than the existing coverage of the tract. The existing impervious area for the site is
43.10% and the proposed impervious area for the project, including the existing to
remain, is 42.78%. 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 reconstructed within the 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
8.42% 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.
Page 2 of 2

CLIENT: ENGINEER: INDEX OF DRAWINGS
MARITIME SIBLINGS, LLC
C/O GEORGIA MURRAY
P.O. BOX 4549
EMERALD ISLE, NC 28594
252-354-2373
LEGEND
AC - ACRE ^\ CLOG - BUILDING
CIF - CUBIC FEET
CH. CHORD
CL - CENTERLINE
OR ORIVE
EL - ELEVATION
EIP - E%ISTING IRON PIPE
ER - E%STING IRON ROD
EIS - EXISTING IRON STARE
EDP - EDGE OF PAVEMENT
EX - E%ISTING
FE - FIN]SHED ELEVATION
FF - FINISHED FLOOR
FT FEET
INV - INVERT
LB - POUND
LF - LINEAR FEET
MA% - MAXI MUN
MIN - MINIMUM
N/F - NON OR FORMERLY
NHW - NORMAL NIGH WATER
NI. 11 NORMAL LOW WATER
HIS - NOT TO SCALE
MP - OVERHEAD POWER
e OWD - WEN WWD DECK
PIN - PROPERTY IDENTIFICATION NUMBER
R RADIUS
RCP - REINFORCED CONCRETE PIPE
ROW - RIGHT -OF -MAY
RM - RETAINING MALL
SF - SQUARE FEET
SIP - SET IRON PIPE
S]R - SET IRON ROD
TRT'0 - TREATED
TST - TEMPORARY SEDIMENT TRAP
TYP - TYPICAL
—X— SILT FENCE
® MOOD PARKING/SIDEWALK
MEn ANDS
\ / COASTAL WETLANDS
DRAINAGE ARROWS
-MC-- EXISTING CONTOURS
PROPOSED CONTOURS
& POWER POLE/UTILITY POLE
DREDGE AREA
SHEET #1 OF 12
PROJECT #: PM1630
DESIGN FILE #: PM1630 CONSTRUCTION.DGN
n STROUD ENGINEERING, P.A.
151-A HIGHWAY 24
MOREHEAD CITY NC 28557
252-247-7479
+b
%S
.•
�o; �FEssioti•�'.y
SEAL '
13343
".9p•�.c� Nay �/�
�'80Din p"�
VICINITY MAP
SCALE: NOT TO SCALE
N
ROGUE SOUND
SHEET 1
TITLE PAGE
SHEET
2
EXISTING CONDITIONS
SHEET
3
SITE PLAN
SHEET
4
NEW DOCK SITE PLAN
SHEET
5
GRADING & STORMWATER
MANAGEMENT PLAN
SHEET
5A
LIMITS OF GRADING/EXCAVATION
SHEET
6
STORMWATER DATA
SHEET
7
DREDGING PLAN
SHEET
8
DREDGING CROSS SECTIONS
SHEET
9
CROSS SECTIONS & DETAILS
SHEET
10
EROSION CONTROL PLAN
SHEET
11
DETAILS
SHEET
12
DETAILS
RONALD D. CULLIPHER P.E.
REV I5I DNS:
TILE PAGE
ISLAND
HARBOR
MARI
CLIENT: MARITIME SIBLINGS LLC ROC
C/O GEORGIA MJRRAY
ADDRESS: P.O. BOX 4549 DRAWN;
EMERALD ISLE. NC 28594 GYT
PHONE: [phone] Rnr
- - I A STROM) ENGINB.BEING, P.A.
HHA HIGHWAY 24
MOREHEAD CITY, N.C. 28557
(252)E47-7479
11 B30 CONSTRUCTION.dgn 6/18/2009 9:09:53 AM_

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l<• if
,� ay
W 9t T • . aN, tv c
1 • /
1 • 1 1. 1
CH.
CHORD
CL -
CENTERLINE
OR
DRIVE
EL -
ELEVATION
E-
EXISTING IRON PIPE
EIIP R -
EKISTINL IflON ROD
CIS -
EYI ST ONO IRON STAKE
EOP -
EDGE OF PAVELE A
EX -
EX Is IND
FE -
FINISHED ELEVATION
FF -
FINISHED FLOOR
FT -
FEET
INV -
INVERT
L9 -
POUND
LF -
LINEAR FEET
MAY -
WRINUA
YIN -
YI NI WY
N/F -
HER OR FORYERL7
NNR -
NORMAL HIGH EATER
NTS -
NOT 70 SCALE
DHP -
OVERHEAD POWER
ORD -
OPEN WOOD DECK
PIN -
PNDPERir IDENTIFICATION RUNNER
R -
RADIUS
RCP -
REINFORCED CONCRETE PIPE
RON -
RIGHT -CIF -RAT
RW -
RETAIN ONO WALL
SF -
SWARE FEET
SIP -
SET IRON PIPE
SIR -
SET IRON ROD
TWO -
TREATED
TST -
TEYPORART SEDIMENT TRAP
TYP -
7VPICAL
— X — SILT FENCE
® WDOD PARXING/SIDEVALK
WETLANDS
COASTAL WETLANDS
DRAINAGE ARROWS
--15-- EXISTING CONTOURS
—TO— PROPOSED CONTOURS
ROWER POLE/UTILITT PGLE
SHEET 92 OF 12
PROJECT 9: PM1630
DESIGN FILE Us PM1630 CONSTRUCTION.DGN
TOTAL
EY6TNf.
DUIORMS
(SF)
EIOSTNG
PARNWG.DRNES,ASPHALT.
SIGIEBCGNCRETE NALXS
G5FT
03M
10,66541
5151
28 31
21313
M76
693 72
966 06
762 83
W 12
low
(IN, 79
259 20
392 BD
582 G9
27853
658 32
W 92
t000D
2430
42M
1,35825
9153
29,=40
111355
5,51931
290 GO
1L 11371
fits 0D
IN 59
10004
128 89
THIS 10
640 52
2H 00
259 35
7" 45
80565
34 44
736 t6
847AT
31521
1115 G2
4788X
1,098 01
2 13
84 6G
65 88
1062
6W 96
7079
28,43047
102 O9
805 AO
fii B16
344D
272 64
147401
57 n
1,38158
S 19,292.45
12397178
TRACTAREA=
TOTAL /MPERVIOU5 =
EX. %RYIPERVIOUS =
332,40993 SF
143,264.23
43.10%
KVLV
�1
REV IS IDNS:
D. BY DATE ESCRIPTION
1 GYi 6/17/09 CAW CO:"NTS
EXISTING CONDITIONS
ISLAND
HARBOR
MARIEMERALD ISLE. CARTERET COUNTY. NORTH CA
CLIENT: MARITIME SIBLINGS. LLC E
C/O GEORGIA MURRAY
+ ADDRESS: P.D. BOX 4549 DR
EMERALD ISLE. NC 26594
PHONE: [phone] H
A
BID
ENGINRRRING,P.A,
De
160 NICH•AY 24
0"BAD CITY. N.C. E8667
1252) 247.7479
CONSTRUCTIONAgn 6/18/2009 9:00-57

21 22
'-
• ti IS 19.20
11 12 13
11 S 16
2
7 B y f0
• 6
5
2 3 4
2
0
2
C1
PROPOSED
MARINA
o
BOGUS SOUND
(SA -ORW)
r
O
SEE SHEET 4 OF 12
0
FOR ENLARGED VIEv
z
0
«1NNW
404 WE71ANO5/�
n
• 1 \MAW � NAMR16'"
M6
���/IL`�
I!!•�� 11
��/II�L��
11►
LEGEND
AO -
ACRE
SLOG -
BUILDING
CF -
CUBIC FEET
ON
CHORD
CL -
CENTERLINE
OR
DR[VE
EL -
ELEVATION
EIP -
EXISTING IRON PIPE
EIR -
EXIST I NO HOWROD
EIS -
EXISTING IRON STAKE
EDP -
EDGE OF PAVEMENT
EX -
EXISTING
rE -
FINISHED ELEVATION
iF -
FIHI SHED FLOW
FT -
FEET
INV -
INVERT
LB -
POUND
LF -
LINEAR FEET
WN -
WXtMIM
MIN -
MINIMUM
1/1 -
NOW W FORWRLY
NNW -
NORMAL HIGH WATER
NLW -
NORMAL LOW WATER
HIS -
NOT TO SCALE
GNP -
OVERHEAD POWER
OWD -
OPEN WOOD BECK
PIN -
PROPERTY IDENTIFICATION NUMBER
9
RADIUS
RCP -
REINFORCED CONCRETE PIPE
ROW -
RIGNT-OF-WAY
RW -
RETAINING WALL
SF -
SOUARE FEET
SIP -
SET IRON PIPE
SIR -
SET IRON ROD
TRT'O -
TREATED
TST -
TEMPORARY SEDIMENT TRAP
TYP -
TYPICAL
SHEET 43 OF
12
PROJECT #: PM1630
DESIGN FILE
U: PM1630 CONSTRUCTION.DGN
-X-
SILT FENCE
OWOOD
PARKINO/SIDEWALK
WETLANDS
W
COASTAL WETLANDS
DRAINAGE ARROWS
--t5--
EXISTING CONTOURS
-10-
PROPOSED CONTOURS
POWER POLE/UTILITY PULE
49 SOI'
I 51 52
53
4B
3 59
47
55
4 46
25 56
45 57
26 44 58
27 PROPOSED
MAR I NA 43 59
28 42 60
29
O 41 61
30 A 40 62
A 63
31 C
39 64
38 65
" 3T• •
32 11 33
• AW '.
�
rWA
35 36
"A" TO "B" ALONG
NORMAL HIGH WATER LINE
OF BOGUE SOUND
COURSE
BEARING
DISTANCE
e 15B E
2S
721rUp E
54 4
30.4E
L4
85 1
32 H
US
N 7 57 43 E
O BB
SVTB
)440
N E
T 91,
J1 4
32
3 E
2
-
6 20D E
D299
1 E
e ]30
29 E
9
S E
19. 9
J
HjT712
N e9]249 E
833 5 E
13
485e 36 E
2
N 459 0 E
1 1
14
2
S 545 14 E
7254
N35E7B2JOB
N 12- W W
A.
L23
N 5S2 4 E
27.42
L
N IT 51 E
23 94
L 7
N BO' W E
17 B1
78
3B 40 E
4, t
L29
N 42.39 5e E
13. 4
LSO
N 9' 250 E
22. 9
1
N 92B 46 E
3>84
-IS2
N SIZ 5 E
2900
N RB'R2 W
Ie BB
V
9 BB'3B 13 E
24 29
N 35Y 3J E
2563
LJB
N )3'1 4 E
le.BB
L3
N BIOS
27.0e
[Lvessmo!s-sue
u11
CL PAVEMENT
CURVE DATA
GE OF
LENGTH - 13.25
O-
RABIES . 201.40
CH LENGTH 13T5.25
25
CN. BEARING. N09.01'90"N
/
LENGTH O
2 20011.46
RADIUS
'
CH.LENGTH 142.75
CH. BEARING. N13. 56'14"E
LENGTH © 198.06
UNPSTEPS
i�gN
RADIUS .267. 48
CH. LENGTH 193.57
CH.BEARING. N13•0011011E
LENGTH O - 250.20
w
RADIUS v 333.48
1
CH.BEARING - N1S'51'2>"E
W6¢
RADIUSS Q o 50
'^ w
3.00
CH.LENGTH 5.51
CH.BEARING = N31•22'22"E
LENGTH © . 77.74
RADIUS TH =53. GO
E 7.96
CH. BEARING., N13.37'30"E
S .yp•9x SOUND DRIVE �SO R��'W)r 7�fJi4-I
SITE DATA
TRACT AREA = 332.409.93 �F (7.631AC)
(ENTIRE TRACT WITHIN 575 AEC)
UPLANDS = 324.270 SF (7.444AC)
WETLANDS - 8,139 SF (0.187AC)
% WETLANDS - 2.45%
EXISTING LAND USE = MOBILE HOME PARK/MARINA
FLOOD ZONES = RE ELB, SHADED X AND X
AICUZ = CUZ1
PROPOSED PARKING SPACES = 258
NOTES:
1. ALL RADII ARE 5' UNLESS NOTED OTHERWISE.
w.WW. CAR -"'•
O . � 'SSIO�. I op REVISIONS:
4;O 9 i D. BY DATE
' _ e
• Q SEAL
1
YT
6/ti/09
CANA
1
• 1T •'
.FA.7.7'W`A
y'�`'' ''°"G•"•�'
SITE PLAN
'�
ISLAND HARBOR
MARINA
EMERALD ISLE. CARTERET COUNTY. NORTH CAROL
ESIC
CLIENT: MARITIME SIBLINGS, LLC
C/O GEORGIA MURRAY
P.O. BOXD
RDI
ADDRESS:
ISLE. NC NC 28594
GY
ONALD D. CULLIPHE P.E.
PHONE: [phone]
DD
5 9TAOUD ENGRgRERING, P.A.
161A NICNW AY 24
llOREN6AD CITY, N.C. 26557
(2521247-7479
CLYMIENTS 1

FLOATING DOCK 1
328 • `''
RINA SIGNAGE
EEDETAIL THIS
1 I I II •P �I1��, 1
• 8 y 10
<�• 6 7
5
1 2 3 4 27.39' 21.39'
A.5_
MARINA SIGNAGE-
SEE DETAIL THIS
SHEET
REMOTE STATION
GAS DISPENSER
WITH DUAL REEL, \
IESEL DISPENSER
ITH DUAL REELS
NONE,% :1
BOGUS SOUND
(SA-ORW)
BOAT SLIP SUMMARY
MMARY
DOCK tt
7
SLIP LENGTH
30'
NUMBER
19
DOCK tt
1
'
WIDTH
9.83,
50'
2
13'
2
40'
g
2
MDOCK/PIER
8'
50'
5
3
8'
40'
12
UMMARY
3
35'
9
DOCK tt
WIDTH
25'
4
'
81
4
40'
5
20
8
TOTAL
MIXED
65
2
229.17'
9.83'
FINGER PIER SUMMARY
31'
12
NUMBER SLIP LENGTH SLIP WIDTH
3
234.5'
9.83'
1
24.5'
6.17'
31'
8"
2
25'
4.5
26.77'
8'
9
29'
4.5
24'
14.17'
1
30.4'
6.17'
4
109. 16
8"
4
34'
4.5'
45.7'
1 8'
11
39'
4.5'
.—NNW
I
SHEET ++4 OF 12
PROJECT a: PM1630
DESIGN FILE V: PM1630 CONSTRUCTION. GN
BULKHEAI
BUFFER-i' ' i _.._ .�• .
100
i�����as:������:,�
A TING MARINA z
FDO
SIGNAGE
FLOATING
DOCK 2 3B I 1
38'
MARINA 6,
S I GNAGE 6.17 i•, 3�,Ai ? I I `
19 •
51
52y
w I
19' 19' M 49 50''
N O _ • L.nY
20 21 0 _'a I
u 11 vP'�9•.�• 111 111 a "s'4�`ev. _`} 1
(/3 Y 48
OR 4 Q
47 39'
.� 22 TYP a NO � ILA I
m
Z 39,23 N n 55 W N WAKE 1� I�
0 TYP 46 ZONE "D I
2:r 24 w 56 NO SEWER h z
a DISCHPAGE 1
• n 45 1 57 M' PUMPOUT I 1
Q • AVAILABLE
Z 25 44 58 I I
v I
26 I I
w a
N a TOP ('Y,
43 $9 -it FLOATING 1
DOCK
^' �, • 19.5' �1 . I
rO — 27 7yP �1 42 lip MARINA SIGNAGE I I
0 28 w I I n SCALE: NOT. O SCALE I I
Z >D s n v-' 41 61 m 1
a P I
9 29 Z 40
30
a 39 �.
• 64 i
38
37•
A. y ISH CLEANING •I� i,.„`+ �'•
STATION
ANGWAY ,.4 .` `� '•L• �.
1
ANGW 32 17' 17
33 34 35 6 �'•� �..
r$° PROPOSED REVISIONS:
•Q.. 1 ° BULKHEAD
�•���•°, 1 a. BY GATE ESCRIP710N
•° O= \ . 1 CYi 6/17/09 AMA COMMENTS
'♦ PROPOSED MARINA SITE PLAN
NG
BOAT AM ISLAND HARBOR
♦��N cFkR LNG B�OTBEAREMOVEDI MARINA
P ••• 4 EMERALD ISLE. CARTERET COUNTY. NORTH CAROL INA
=O�oFgSS CLIENT: MARITIME SIBLINGS. LLC ERIOGEO:
i Q. •y C/O GEORGIA MURRAY
i Q . P.O. BOX 4549 DRAWN!
SEAL
_ : * ADDRESS: EMERALD ISLE. NC 28594 GYT
• 13343 PHONE: [phone] H K
�� flDC
p-• F �v A Y
ROC
��L •• ooYGIN` ° ' ((�y S STRDUD ENGINEERING, P.A. DATE:
1\Q°A4RS
I +e1A HIGNWAY 244/23/09
°1`252E247-7479 Y. H.C. 285e> 1ALD D. CULLIPHE P.E. +-= so'

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c SEE SHEET 7 OF 12 FDR , , - " ,ROGUE 50 . o T l
:.
\ %\ \ r ,NCOENR BORES ENLARGED VIEW OF (SA -OR o ..I , r l Id\ EL,5.2
MARINA DREDGING _ . / 40 WAR
TABLE
DATE: B/25/OB
' _ - - _ /' } - •b , .o.� .o.o wm w o � 11 { �." / I 1 1 I % � / ,-.. I , / � � I I ,i s'.�• •^�
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l eL
�, I/' �11x••• r ara u.o.aX /_ ..1., / •\ �e,� .u`�rlia/ �•__
- —
-'" —..- _{rip"- I• Yw Maw s1'-_-`. __
a;;EN at
J I 3H WILD'H4 �// i. / / 11 !•� $!1
/ iG AI D INFIL1RArlml
Y
M,-6i��- `63•-fig• /, / b ' ._,�.0 11 / (1
_ _ -7 VA ;' ; .7
�
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oni��.iai --- M� i 5 j11j111AI p5 1�AhVAp<• VY �v�� �'�%- i,/ '%i:,: /' �/, ((( -. � _
A ���r �yy
Illl/_ f`t+• III\\\` \I I1,\}"h•: /.'w- —/ ;�I ���i//;/,�'� a' / �\ \
mW ¢�u.a � 11/ / _ -\o"I1 I`\\� / \IC•b`4��.. / _ -`�_ % .'!. � xd ,!' / 1�`. •` ,I
—� ;o`er`\'/ ./'//
DDNA�
it
%/ 1y a�/gyp i
0 I I 1
BULKHEA
SOpNp [)RIVE i
E. P-K flail � `L / A,R 11.0
e x. - ram`
\ I.w
SEE SHEET 6 OF 12 FOR"�d iY-�I( II' A 3 •,
AS•i6M5 1•^ \r E P-K Had j yam`
;.:R'' (50•ROW) STORMWATER DATA
VE
IRI ; = � $0UN0 D
LEGEND SILT FENCE
AC - ACRE ® WOW PARK ING/SIDEWALK �*+elltl �sE,N �l��.v�,"..a l.J�J 1'11;•,r 6lS BLOC - BUILDING
CF - CUBIC FEET - I
CH. - CHORD yG WETLANDS BO 40 0 60 160
CL - CENTERLINE
DR - DRIVE Lltj
COASTAL WETLANDS
EL - ELEVATION
EIP - EXISTING IRON PIPE DRAINAGE ARROWS SCALE: 1°= BO'
EIR - EXIST INC IRON ROD
EIS - EXISTINC IRON STAKE -I5-- EXISTING CONTOURS
EDP - EDGE OF PAVEMENT REVISIONS:
EX - EXISTING
FE - FINISHED ELEVATION —to— PROPOSED CONTOURS G. BY DATE SCRIPTION
FF - FINISHED FLOOR ® POWER POLE/UTILITY POLE FT - FEET
INV - INVERT ��� AA'(H Cq%� ��j 1 YT 6/77/09 CAfl4 CDlWfN75
L1.F - LINEAR FEET `�UND\� Oc- •``.•F•�•p••((•��•'0///��10/
MAX - MAXIMUM `� �••("GVAi/O ••`"//,I,
MIN MIN IMAM Q. Z �'9 - GRADING A. STORMWATER MANAGEMENT PLAN
N/F - NOW OR FORMERLY
HIS - NOT TO SCALE ,� Q S�� r_ Z. ISLAND HARBOR
ONP - GIVE HEAD POWER MARINA
CAD - OPEN WOOD DECK • 13343 � J`
PIN - PROPERTY IDENTIFICATION NUMBER �e w``fFt�ll
R - RADIUS • w EMERALD ISLE. CARTERET COUNTY. NORTH CAROLINA
RCP - REINFORCED CONCRETE PIPE O
ROW - flII T-OP-WAY ' j-�• IJG.1 ESP, ••c`(V �'•� CLIENT: MARITIME SIBLINGS, LLC ER CNE
RW - flETAINING WALL �, 5'♦ eA• N •••• ,\ C/0 GEOflGIA MURRAY
SF - SOLAR E FEET ••'A ``j `° \Q a7 ADDRESS: P.G. BOX 4549 RAWNt
SIP - SET IRON PIPE •p%• „1 L .ly EMERALD ISLE, NC 28594 GYT
SIR SET TRT'D - TREATED PHONE: ROD Yl yy IH_„"4y."•
yi PHONE: [phone] RDC
TST TEMPORARY SEDIMENT TRAP
TYP - TYPICAL
-NNW - NORMAL HIGH WATER q //J� /I� "ROUD ENGINEERING, P.A. RDC
SHEET a5 OF 12 �I , y,rJ\,p-y�yp I 1 I� �• IBIAMOR HIGHWAY za DATE:
PROJECT N: PMI630 Vim= -"`bb------- I �'V- H32)247D CITY, N.C. 28607 4/23/09
DESIGN FILE #I PM1630 CONSTRUCTION.OGN Ro ALD D. CULLIPHEI P.E. IeeBl eaT-TavB
1"= 80'

41630 CONSTRUCTION dgn 6/182009 9 10:37 AM -- _ =-

STORMWATER DATA
TRACTAREA=
332,409.93
SF
7.6311
AC
NTIRE TRACT WITHIN 575AEC
UPLANDS =
324270
SF
7 4442
AC
WETLANDS =
8,139
SF
0.186E
AC
% WETLANDS =
2.45%
PROJECTTYPE=
REDEVELOPMENT
RECENING STREAM =
BOGUE SOUND
STREAM CLASS; INDEX=
SA/ORW,20a6 .
EXSTING IMPERVIOUS TO REMAIN =
1,868
SF
PROPOSED IMPERVIOUS
BUILDINGS=
64,625
SF
PARKING=
61,828
SF
CONCRETE BOAT RAMP =
11,599
SF
MISCELLANEOUS =
2,300
SF
TOTAL =
140,352
SF
TOTAL IMPERVIOUS =
SF
TOTAL %IMPERVIOUS =
DESIGN STORM =
INCHESBMP
142232
BASIN NO.1
AREA AT TOP EL 6.6
FT2AREA
AT BOTTOM EL 5.5
FT'2DEPTH
FT
VOLUME
12,498
FT'
--m
IMPERVIOUS
BUILDING =
42,019
FT2
DRAINAGE AREA =
102,544
SF
PARKING=
18,796
F72
%IMPERVIOUS=
5931%
TOTAL =
60,815
FT2
Rv= 0.05+,009 %IMP =
0.58
REQUIRED VOLUME _ (7112) x DA x R, =
9,977
Fla
INFILTRATION RATE=
6
IWHR
DRAWDOWN=
1.88
HOURS
VOLUME PROVIDED=
12,498
FT2
BMP BASIN NO.2
L 8.0
AREM52
3,725
FY2
AREA AL &0
1,925
FT2
PTH
3
FT
s
UME
8.475
FT2
—
- -
IMPERVIOUS
G =
22,880
FT2
DRAINAGE AREA =
97,562
SF
G=
27,129
FT2
%IMPERVIOUS=
5182%
LK=
544
FT2
Rv= 0.05+.009%IMP)=
052
AL=
50,553
FT2
REQUIRED VOLUME _ (Y11
8,396
FT-
INFILTRATION RATE=
6VOLUME
PROVIDED=8,475
FT3
BMP BASIN NO.3
AREA AT TOP EL60
1.285
FT2
AREA AT BOTTOM EL5.0
670
FT2
DEPTH
1
FT
- VOLUME
978
FT2
IMPERVIOUS
PARKING =
2,875
FT2
DRAINAGE AREA -
14,300
SF
EXISTING OFFSITE =
2,654
FT2
%IMPERVIOUS =
38.66%
TOTAL =
5,529
FT2
Rv= 0.05-,009(%IMP) =
040
REQUIRED VOLUME _ (r112)x D1 x Rv =
949
FT'
INFILTRATION RAZE=
6
IWHR
DRAWDOWN=
2,83
IHOURS
VOLUME PROVIDED=
978
FT3
PROPOSED IMPERVIOUS TREATED=
114,243
FT2
PROPOSED IMPERVIOUS NOT TREATED =
27,977
FT2
%IMPERVIOUS NOT TREATED=
842%
I(A CA%���0
0: �FESS�O�•t'(y'S
S L ;
SHEET a6 OF 12
PROJECT a: PM1630
DESIGN FILE a: PM1630 CONSTRUCTION.DGN
rp.RO ALD D. CULLI ", 1

I \
IMITS OF PROPOSE) Z
jr� i•V * 2.5' IMI75 OF PROPOSED `\S\ r\ �_6, q-• _ _ _ - , DREDGING
OREDGIr/.i 1 b� lJ
REDGE LIMITS AS DETERMINED BY +-2.2' +--•' \ —'/ %�" ' \ i \ �' I ! 1 I
TERE BARRETT OF NC DIVISION OF /y I '�• 1 2
COASTAL MANAGEMENT `-2'6•�' IA. •\ / 1`,C �- _ , ��I�
7 y Tc � I � I
}2. 0'
/C X y,
LEGEND
DREDGE AREA
.5' i' / • \ \ 'I' O r \ a. \ / s I I 1/ I CONCRETE
AIL WETLANDS
COASTAL WETLANDS
_5-- EXISTING CONTOURS
/ 4 X/ I \ ',/.� �' k - I' \ a t ' 8 i -C _ _ / % "\ \I �I 4 __5_ PROPOSED CONTOURS
Q)
ram' - � X � \ _ �,•�� 'p v' / 2.1
2• REVIOUS DREDGE LIMITS AS
r0. 7' _al "+ \ ' , , , \ DETERM INEO BY TERE BARRETT
D -0 e' \ ;l _ \ , , \ , \ OF Nl-DIVISION OF COASTAL
\ \'1 / -MANAGEMENT AND SURVEYED
BY STROUD ENGINEERING, P.A.
2• aC. o'
%gyp \ / \\/, `.1 y. Y / i• �• 3
K. o' +0 0' -9. o' C 1 I / 1 / 1 \' \1 / \ +-5 ' Ti i. / l •\/•/ ' '� l',::'v
+-0. 3' +C.O'
Lys✓` -- --- \N;?,•
N�'+'� � 1 \ \ - � I . 1 \ . r ..�.•�. �2'.. �, REVISIONS:
-0=-d@:8' �r•?� �••�• 1 \ Xr ' g' \ `\ 5�� -�� �a. BY DATE ESCRIPTION
-+2Ttl e•... •..-.. Fyn.%�'I- %, '•' ._. _.\\-/ e'\ \ \ \ �k- .3•r r \ \\t -_
- - 1 GT 6/1 T/09 CAW C018ENTS
r- �^' JFF \ •� - \ ' TGH-GROUND -AVAT ION
�_0�-' MP0 \ •\ .' / FOR A'P'O BULKHEAD
/ •GP A \ A. / _ _ INSTALLATION
/ •�•'�• � ••'�` • o' . �` \ ' � `••` t•-m - � ; /' DREDGING PLAN
•� -� •� PCK 1 ••�,� •°.._,. ••. , ,���,,,h; _'-----.,, ISLAN HARBOR
- - ; �' ,��'P'�„ . •..qo' . E MARINA
�' - - 0 •�i EMERALD ISLE. CARTERET COUNTY. NORTH CAROLINA
�,`y�_�'./ / I ' %" ' /'• /' � / :����QQO�ESS�O 9.�j9 s. S CLIENT: MARITIME
SIBLINIA G Y LLC ERDC D:
SEAL• ADDRESS: P.D. ROX 4549 DRAWN:
LM r i EMERALD ISLE. NO 28594 GYT
�
j3� • •,• PHONE: [phone] RDC
50 25 0 50 100 tl�iO9 G/NEEP' �W �� ,� %\ g STROIJD ENGINEERING. P.A. RDC
SHEET v7 OF 12 •�i rJ a •• • \2 �Ae GkD'.Lh(.db�l l/- �qNIGRMAY u DATE:
oI ^ , > I1) HOeeNSID CITY. N.C. 28567 9/23/09
PROJECT Jf: PM1630 SCALE: 1"= 50 0• vV`' ♦� — -- —^� 05MZ47-7478
DESIGN FILE U: PM1630 CONSTRUCTION. DON '24jIIUa9I•p4j R ALD D. CULLIPHE P.E. +'= 50'
PM1630 CONSTRUCTION.don 6/1812009 9:10'55 AM

-6
_7
-8
Y Y Y
2 NORMAL HIGH WATER .. ,_, ., ., ., .,_,_ _, ., ., .,
SECTION. D-D.--�.... __ .._. _......
0 NORMAL LOW WATER..... . _ _ .. . .. _ . _ . _ .. .... _ . . ... ... L ........ 0
_1 . .. ......:.. .. .......................... .... ... ...- ... ... -1
_2 ..... -...; _.. . ISTING'GRADE. - ... ..... ..... ..... .... _2
,�................... . -.- .. : ..��7. - V .� - 3
3
ME
-510:5
a vm��
"ll
-T .f 'n MWomiio019VIMm�UP: 7
SHEET #8 OF 12
PROJECT x: PM1630
DESIGN FILE k: PM1630 CONSTRUCTION.DGN
NORMAL HIGH WATER
DREDGE VOLUME = 17,050 CY
AVERAGE DEPTH DREDGED = 2.75
T"X DREDGE AREA
50 25 0 SD 100
HORIZONTAL SCALE: ,"= 50'
VERTICAL SCALE: I - 3'
.•``� GARO �•�••,
'O 9S y
a c�
CC e
9C aC':yGIN��QNQ��?
4
�•��i Ji�i ii454i
R ALD D.
....\ ..--'.............. ......-..
CONNECTING WATE
x� ELEVATION 0�
COMI.ENTS
CLIENT: MARITIME SIBLINGS. LLC vcomrvc�.
C/0 GEORGIA HURRAY RDC
ADDRESS: P.O. BOX 4549 DRAWN:
EMERALD ISLE. NO 28594 1 GYT
PHONE: [phone] F77
3 STROUD ENGINEERING. P.A.
RI
��
P.E.
I� ��_
6 1(OBEHBADWCITY. N.C. 28557
M5M 247-7479
DI 4
A
I
I
1630 CONSTRUCTIONAcIn 6118120099:11:01 AM

ROOF
30 ___-_-- _r_-=__ -__-__ _ _EXLSTJ NO -GRADE_ ___-_.
-_---_-_--�_-__-_- -------------
25 -
25 __I______ ------- _OPOSE __
0:t,@T____________
_____ ________________
20 __________________ ___
MEO
.4T;K3 NG Z0731 STAINING===___-_______���_-__
15 _________y( C____
10___________________
5____I--- pR�TfD--
TBERS—
O_____________________
------ _____________------ ___
W RED
FLOATING DOCK
SCALE: NOT TO SCALE
/B' GALVANIZED ROD
ONCRETE CAP
GROUND SURFACE
CONCRETE DEADMAN '--PROPOSED BULKHEAD
CONCRETE OR VINYL SHEET PILE - -
NORMAL HIGH WATER
BACKFILL BETWEEN EXISTIN
A PROPOSED BULKHEADS NORMAL LOW WATER- _
EXISTING W - - - - - - -
BULKHEAD APPROXIMATELY 2
BULKHEAD
SCALE: NOT TO SCALE
ISHEET #9 OF 12
PROJECT a: PM1630
ncclru cn c #c PM1630 CONSTRUCTION. DGN
______________v
pT 1014 WALr---8
-FDR=GRADC MFFQiNC_ _ _
C --___
_ RARK ING-/E] P i SHED=FLU
awl-
�__�____
--
n
n
�.
-----------
c -__-___ __ ________ ____ ____ ______
__ ______ _ DNCREIE=RbMP______________
_____--- --- --- ____________ HEST -Pi L-E
______
BTJLKRE
__--_�Z—___ ____-_ 2 (NHW)
IN�GRADt=______ _ _ _ LOAT
5 EMPLO
SECTION A -A
VERTICAL SCALE: 1'= 20'
HORIZONTAL SCALE: 1'- 5D'
yP
IL
w�
r n•.• a. : � u
.. � - ,....
�II�I�I����I�I��:I��������I���II����I�����II�����IhL'�
!
F Uc n
FOUNDATION. DESIGN
BY OTHERS
SECTION B-B
VERTICAL SCALE: 1 20'
HORIZONTAL SCALE: 1'= 20'
ALD
25
20
15
10
5
2 (NHW)
0 (NLW)
I InA6/17/09 ICAMA CMAENTS I
CROSS SECTIONS 8 DETAILS
ISLAND INHARBOR
I CLIENT: MARITIME SIBLINGS. LLC pOC .�
C/O GEORGIA MURRAY
ADDRESS: P.D. BOX 4549 RAWN:
EMERALD ISLE. NC 20594 GYT
PHONE: [phone] Rnn
g STROTJ ) ENGIINEEWNO. P.A.
D mtA D xlcCT u
MCITY. N.C. 25657
.z5Z 5a 247-z4T-Tava
DM1630 CONSTRUCTION.dcn 6/1812009 9:11:05 AM

MEASURES
O
4..i
NOTES
1. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY:
MARINA SIBLINGS. LLC
'-
EORGIA MU
P.D.GBOX I549 RRAT
?
EMERALD ISLE. NC 28594
252-354-2373
�'!-'
'\ BOCUE SOUNq
>+
2• EXCESS MATERIAL REMOVED FROM SITE MIST W HAULED
TO A PERMITTED SITE.
-
'
MAINTENANCE PLAN
S AIL BE CHECKED
1.ALL EROSION AND SEDIMENT CONTROL
FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF
PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS
REWIRED SHALL BE COMPLETED IMMEOtATELY TO THE DIMENSION AND
FILING IONS INDICATED ON THE PLAN. 1° I / / \ I i / • / r Y ">
2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING
MIEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL BE ,��,.',.'_,'.' _•'' -
REPLACED (M REPAIRED AS NECESSARY TO MAINTAIN BARRIER. 'd'0 A I 1, 1 1 INS / / i �f/ % uL �'- -_• ,
3.ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED 1 a I 1 1\ \\ '' °•-r x', ,/ / ' �� L?%y`Ag7 'M*i''"
AS NECESSARY ACCORDING TO THE CONTRACT DOCUMENTS TO „•.�(AW /'O'� \ \ �, ! '1 ♦ f.YDID
ESTABLISH AND WINTAIN A DENSE VEGETATIVE COVER. v�.__. ••jy(�
404 OPERANDS/ �.. .' J��+: LxF•� ma`s - 1 1 I11 _f • i / y�':. "'•' x'r:s' .P_ xa'
' I COASTAL MARSH Lt _ I\ / r .. L?4 7✓ `I S�iPhs a _'," {
�rz � �y �„� ,: 1 \ � i\ \ ..3• del, �� ' �- .f.i ;' ° '{...^
„lu- y.-' .._ .' :-' 'mow � \ � •.• • /` '�\ , � _ � _ - M •eatii'P-C _l¢. � / _ �-i�_- / _ III T) � � _
V.L. K, +-•• SIL FENCE.
' •p�.4ty .v,ke;; t .�� � �T \' '�/�- I w ., I"`y.,FT,• �_- � tt
. LR., +<♦ ��~.:�``•y,j�; i�v' 'y�r r..2s / - '��":'.' '�= %� (� \ 6 I o._ - III, �I
P aqi i>�='xR`r."-;�'•.':R� F�R✓ Y•, � ..• �. �\ � \ I t 1�F�'`" ;-s ,+�_1 1V- --
}' ;.ti°. x§y��- •'/.'. I Irf sEDIMxr --i,-_-,= ' I 1
.. �. ^•�' _ /_I Sib CE 1 •�Y. �F - /--l'" " _ - -
/ A, -
�,;
6-
i / 1 < 1
•F�Illfl///, __� \\\�\, Y Y`\ �, �,/♦ / .` ice:-, 'I
WIP
ad v \ \ \ \\\ n
R'\ �� ,7{z�- _ _ Y •I /� \1 �•+ \I T�l/�/ �j •�� xa:=SAND DISTURBANCE
♦1F/ /i/ /h \ /I 1 \\\ 3_`�� \y/ %/ • // --'�� �� LIMITS. 7AC
(50'ROW) _
SOUND ORO
1 z E P-K $PUNIlk) 1
/ --
N roe 'xp,'Tj, 1�1 1'1
�. CONSTRUCTION SEQUENCE \.
�qy }
__K Noil
1. INf TIATE OEMLIiION PHASE
` ti / L A. INSTALL SILT FENCE WHERE SHOW.
c j i0 N 50'ROW) S. REMOVE STRUCTURES MALE PROTECTING BUILDINGS TO REMAIN.
9 .u� ._�no.NO C. REMOVE IWERYI OIS SURFACES WITHIN IOW IVIWLL AREAS. Ir 'r
FIR '�' D. REMOVE E%ISTING UTILITIES LI REWIRED WITH PRIOR NOTIFICATION TO UTILITY COMPANY.
" 2. INSTALL STONE CONSTRUCTION ENTRANCE AS SHOW ON THE PLANS.
LEGEND 3 MASSTRUCT GRACING THEASIM. KE AND BASINS W2 AND M3 PRIM TO y1 AA u �''�_�� {•.5 �.
AC - ACRE 4. SEED AND INSTALL EXCELSIOR BLANKET ON SLOPES O DIKE. 1 § f 5
BLDG - BUILDING
GI - CUBIC FEET S. INITIATE MASS GRADIXD OF THE SITE.
CH. - CHOW —y— SILT FENCE
CL - CENTERLINE 6. CONSTRUCT BULKHEAD AT SOUTH WEST CORNER OF PROJECT ONCE AREA
DR - DRIVE WOOD PARKING/SIDEWALK IS EXCAVATED TO APPROXIMATE GRADE M THE HIGHER SIDE OF WALL.
EL - ELEVATION i. COIiSTRUCT BASIN =1 ONCE AREA IS BRONONT TO APPROXIMATE GRACE
-EDP - EXISTING IRON PIPE OF SAID BASIN.
EIR - EXISTING IRON ROD � WETLANDS
EIS - EXISTING IRON STAKE 1 . B. SEED ALL AREAS DISTURBED. EXCEPT BUILDING PAD. WITHIN 14 CALENDAR
em - EDGE OF-1 PAVEMENT COASTAL WETLANDS DAYS O LAND DISTURBANCE.
EX - EXISTING
FE - FINISHED ELEVATION DRAINAGE ARROWS S. BEGIN BUILDING CONSTRUCTION.
FF - FINISHED FLUOR
FT - FEET - -,5- - EXISTING CONTOURS 10. INSTALL REMAINING UTILITIES.
INV - INVERT
LB - PWNO —NBA PROPOSED COtt0UR5 11. CONSTRUCT PARKING LOTS, INCLUDING NEW PARKING 00 SIDEWALKS. REVISIONS:
LF - LINEAR FEET, PAVE AREAS WERE SHOW ON PLANS. a m[ RLVIPrn
NO - MAXIMUM s. POWER PRE/UTILITY POLE 12. INSTALL FINAL LANDSCAPING. REMOVE ANY ACCUMILATEO SEW MENT FROM
MIN - MINIMUM INFILTRATION AREAS AND RETURN BASIN TO PROPOSED ELEVATION AS
N/F - NOW OR FORMERLY INDICATED ON THE PLANS.
NTS - NOT TO SCALE
ONP - OVERHEAD POWER
on - OPEN MOOD DECK
PIN - PROPERTY IDENTIFICATION NUMBER
ROW - R11NT-0FEMAY�RETE PIPE ,�� T II/P 40 0 BO 160 EROSION CONTROL PLAN
ISLAND HARBOR
RW - RETAINING MALL . �,o?•s�.� y' MARINA
SF - $WARE FEET ��
SIP - SET IRON PIPE �� PrPOF ESSf .r/,� EMERALD ISLE. CARTERET COUNTY. NORTH CAROLINA
SIR - SET IRON ROD
TRT'D - TREATED : •Q 0� 2 . CLIENT:, DESIGNED:
TST - TEMPORARY SEDIMENT TRAP p� • '%P C/OI GEOR SIBLINGS. LLC HOC
TYP - TYPICAL V C 70 C/0 GEORC IA MURRAY
ADDRESS: r• r P.O. BOX 4549 DRAWN:
FIN. - NORMAL HIGH HATER 3'I • e EMERALD ISLE. NC 28594 GYT
„. 7 •. PHONE: [phone] ROC
♦ .
lNFEPe a' �U�LLIPHB
A 9TRDIID ENGmEERINO, P.A. RDC
SHEET #10 OF 12 `Jp %1.: • rW bcqMOO RIOHIIAY 24DATPROJECT u:PM1630AMBIYY V4:"y /(203)0a9 9470Y. N.C. 2GBBV 4/23/09
DESIGN FILE 9: PM1630 CONSTRUCTION.DGN R NALD DP.E. 1 "= 6o'

Dx20 PARKING STALL
I
2X TRT'O DECKING SCREWED TO JOISTS
FOR REMOVAL. REPAIR AND MAINTENANCE
'D JOIST W 12' O.C.
'❑ SUPPORT BASE W 4.5' O.C.
OF PAVEMENT
A
PLAN VIEW ELEVATED WOOD PARKING DETAIL
2X8 BAND 2XB BAND
2X WOOD DECKING PAVEMENT SECTION
5/6' REBAR 24" LONG DRIVEN INTO THE GROUND
FINAL SOIL GRADE
TRT'D 6X6
SECTION A -A
ELEVATED WOOD PARKING SECTION
SCALE: NOT TO SCALE
STONE CONSTRUCTION ENTRANCE
SCALE: NOT TO SCALE
SEE PLAN FOI
PIPE DIAMETI
6'
(2) 24'
PRECAST
JUNCTION BOX
SCALEr NOT TO SCALE
VIEW
PLAN VIEW
ANr
ID R-1642.
SECTION VIEW
CATCH BASIN
WITH SEDIMENT STORAGE
SCALE: NOT TO SCALE
SEED PER
SCHEDULE
3�VAfl IES
IfiIT15TA�`.�F EC :IN:1, )' 1.0'-
PAVEMENT
SECTION
SCALE: NOT TO SCALE
CONCRETE
VALLEY GUTTER
SCALE: NOT TO SCALE
R12 6" 12"
R3'
RV
12"
18
3000 PSI CONCRETE
18" SPILL CURB AND GUTTER
SCALE: NOT TO SCALE
TEMPORARY
DIKE
EXCELSIOR
CONTROL BLANKET
NO NON -FILLED SIOE
NOTE: ONCE AREA FILLED IS STABILIZED, TOP OF DIKE TO
BE GRADED TO FINISHED GRACES SHOWN ON PLANS
TEMPORARY DIKE SECTION A -A
SCALE: NOT TO SCALE
10' MAX. WITH WIRE
6' WAX WITHOUT WIRE
FILTER FABRIC
NCD T 1056
TYPE 3. CLASS B
COMPIU EBOFEULL
170 ';
NOTES:
1. USE WIRE A MINIMUM OF 32" IN WIDTH, AND A MINIMUM OF
6 LINE WIRES WITH 12' STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36' 1N WIDTH AND FASTEN
ADEOUATELY TO THE WIRES.
3. PROVIDE S' STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE.
ION
SILT FENCE DETAIL
SCALE: NOT TO SCALE
a
i
'
T FENCE
r"SAq.A;d� �6G,9 , I''A, 4„i�:dfi1'1
SHEET AI OF 12
PROJECT #: PM1630
DESIGN FILE R: PM1630 CONSTRUCT]
11630 CONSTRUCTION dq0 6/182009 9'1118
D_
. CULLIP R P

I O
I
I
1
1
1
1
1
1
1
1 G
1 BOTTOM ELEVATION 5.5 '
1 SHWT 2.25
q by
1
1 ` CLEAN OUT /
1 BENCH MARK /
1 (SEE DETAIL ,♦
THIS SHEET,
1 •
1
I
1
1
1
1
1
1
1
1
1
1
1
1
O
\
2O
- -
1
N74'06'44"E
INFILTRATION BASIN #1
SCALE: 1"= 80'
/
-
`♦
CURVE DATA
LENGTH 1 = 21.61
O
♦
56"E O
RADIUS = 26.00
= 79. 21
q 1
0
CH.LENGTH
CH. BEARING = S59.22'52"W
1
LENGTH O = 20.71
28.00
RADIUS =
CH.LENGTH = 18.81
CLEAN OUT
ARING = N30°3l'OB"W
/
BENCH MARKCH.BE
(SEE DETAIL
aRADIUS
LENGTH 3 16.83
TN IS SHEET,
28.00
CH.LENGTH 15.83
ATION 5.0 �N
C
STORAGE/BYPASS
CH.BEARING = N46°1109"E
rp
ELEVATION 8.25
LENGTH25.22
RADIUS = 26.00
CH.LENGTH = 21.45
CH. BEARING= S43.4B'51"E
0
BEGINNING
CURVE DATA
LENGTH = 13.88
RADIUS 0 n 20.00
CH.LENGTH = 13.60
CH.BEARING- S54.13'54'W
LENGTHRADIUS O = 10.7.00
CH. LENGTH 15.58
CH. BEARING- N54`41'58'W
LENGTH O n 13.T2
RADIUS = 10.00
CH.LENGTH - 12.67
CH.BEARING - N35°47'13'E
LENGTH 24.31
RADIUSO10.
CH.LENGTH = 18.75
CH.BEARING- S35°16'55'E
LENGTH = 15.71
RADIUS ®n 20.00
CH.LENGTH = 15.31
CH.BEARING n S11.51'04'W
••.SbB_ENfi{[7E_•�1�.Efi•3Rf P, WIN)TM•, •.'.•.'.'_••'
1'-#57 STONE
'LACED ON
'ILTER FABRIC
A
mi
#3
1" WEEP HOLE.
5" FROM TOP B
3'O.C.TYPICAL
SECTION A -A
SECTION B-B
LEVEL SPREADER
SCALE: NOT TO SCALE
BASIN BOTTOM EL SHWTEL
WSHWT AS DETERMINED BY NCDENR
INFILTRATION BASIN 1
SCALE: NOT TO SCALE
BASIN 1 10' HDPE MANIFOLD
BASIN 2 12' HDPE MANIFOLD
BASIN 1 18'% 8' TEE W 6. 0' O.C.
BASIN 2 12'% 8' TEE R 6.0' O.C.
0:T CLASS A RIPRAP
APRON LENGTH 4'
APRON WIDTH a SEE PLAN
BASIN 1 18' HDPE THICKNESS - 1'
BASIN 2 12' HDPE B"TEES_ BOTTOM ELEVATION
FLOW SPREADER?, .
SCALE: NOT TO SCALEy ^� EEi i'
:II.ilP? 7. 2. '.00"
INFILTRATION BASIN #2
13.50 SPILL CURB
N80°36'56'E
C6.5
..�.,.. . FE6.0
C6. IL WE
FE6.0 FLUME i v� TOP OF WALL T.0
INV5.9 0
TOP OF WALL 7.5
>9 D
Wor a
i OUT
m i m BENCH MARK
��a o THIS SHEET)
ry
OF WALL 1.0
TOP OF WALL
INFILTRATION BASIN #3
SCALE: i = 80
BASIN BOTTOM EL SHWTOEL
3 5.00 3.10
5.00 2.00
WSHWT AS DETERMINED BY NCDENR
INFILTRATION BASIN 2 & 3
SCALE: NOT TO SCALE
CATE BENCHMARK APPROXIMATELY
THE CENTER OF EACH BASIN
4"x 4"x 6'TREATED POST
PERMANENTLY AND CLEARLY MARK
DST AT CLEANOUT ELEVATION
BASIN BOTTOM EL CLEAN OUT EL
1 5.50 5.77
2 5.00 5.75
3 5.00 5.25
INFILTRATION BASIN
CLEANOUT BENCHMARK
SCALE: NOT TO SCALE
ISLAND
HARBOR
MARI
SHEET #12 OF 12
PROJECT #: PM1630 Iq pJ KyF#,fie, ,r�a4Q'�,,�
DESIGN FILE #: PM1630 CONSTRUCTION. DON 9A*� U +CS. J�
PM1630 CONSTRUCTION.dgn 6118/20099:11:26 AM ., ------ - - -------------' "--------- "--