20090831 Ver 1_CAMA Application_20090731

Beverly Eaves Perdue
Governor
July 30, 2009
WDENR
N th Carolina Department of Environment and Natural Resources
Division of Coastal Management
James H. Gregson
Director
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Cyndi Karoly
Division of Water Quality
09-0 83 1
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Maritime Siblings, LLC (Island Harbor Marina)
Dee Freeman
Secretary
JUL 3 1 20C9
DENR - WATER QUALITY
WETLA14DS AND STORMWATER BRANCH
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: 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.
400 Commerce Ave., Morehead City, NC 28557--3421 One
Pgy -28081 FAX: [phone] Internet: www.nccoastalmanagemenl,uetrE NorthCarolina
Al -
An Equal Opportunity 1 Affirmative Action Employer Ly
Major Permit Fee Schedule.
Circle One
DCM % DWQ %
Development Type Fee (14300160143510009316256253) (2430016024351000952341)
Private, non-commercial
I
'
development that does not involve
filling or excavation of any
he
t
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 of up
to 1 acre of wetlands and/or open
water areas, determine if A,B, 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(B). Public or commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $400 100%($400)
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: $475 60%($285) 40%($190)
Check #
Amount
R w
Project ? abl r U1
Name i
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 # JJ072110A
LAT 34°40.137N LON 77°02.763W
3. INVESTIGATION TYPE: CAMA, D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -10/16/08, 5/6/09, 7/1/09
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
7. HABITAT DESCRIPTION:
DRFDGRD FILLED OTHER
(A) Highground Disturbance N/A 326,700 ft2 N/A
Disturbed
(B) Open Water 168,383 ft2 N/A 19,469 ft' 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
8. 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 Marina.
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 ft2 of public trust waters. Currently the marina utilizes
an existing asphalt drive and gravel parking facilities. The existing marina 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 marina 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 yd' with 7,810 yd3 being considered new excavation. The
portions of new excavation are extensions of the existing basin, and cover 60,237 ft2 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 yd3 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 ft2 of previously disturbed bottom would be excavated during
this project. A total of 168,383 ft2 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 ftz 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' waterward 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 ftz 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 ft, 3,725 ft',
and 1,285 ftz collectively. Basin #1 (12,130 ft) would be located at a minimum of 64'
landward of NHW or 34' landward of the 30' buffer. Basin #2 (3,725 ft 2) 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
• % Impervious Pre- • 43.1% • 26.3%
development
• % Impervious Post- • 42.78% * 6.1%
development
Subaqueous Excavation Calculations
o yd 3 • ft2
• Maintenance • 9240 • 108,146
• New Excavation • 7810 • 60,237
• TOTAL . 17;050 o 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 ft2 to 1,700 ft2. 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 ft2 of shallow bottom; the
bottom characteristics in this area are fine sand. The proposal calls for 108,146 ft2 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 yd' 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 ft2 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.
Dom Mr-1
APPLICUION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant(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]]
2. Agent(Contractor Information
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 tox City State
151-A Hwy 24 Morehead City NC
ZIP Phone No. 1 Phone No. 2
28557 252 - 247 - 747 9 ext. 224 252 - 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]

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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 NC 28594-
Phone No. Lot No. (s) (if many, attach additional page with list)
252 - 354 - 2373 ext. N/A, , ,
a. In which NC 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
e. Is proposed work within city limits or planning jurisdiction? f. 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.)
896 ft 332,410 sf
c. Size of individual lot(s) d. Approximate elevation of tract above NHV1% (normal high water) or
NWL (normal water level)
N/A,
(if many lot sizes, please attach additional page with a list) T-25' ®NHW or ?NWL
e. Vegetation on tract
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 ad'acen 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?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property?
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No..
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
onsite septic system
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, or private use? ®Commercial ?Public/Government
[]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 1yr 24hr storm without discharging to Bogue Sound. Only
minimal surfaces not capable of being directed to an infiltration basin sheet flow toward Bogue Sound
L 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.
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below,, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (i) are always applicable to any majar development application. Please consult the application
instruction booklet on how to properly 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 Phone No.
Address
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-2009-006; 8/5/08 State Stormwater #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?the roject in volves expenditure
of public funds or use of public landsatach a statement documentincompliance with the North Caroironmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to 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 cert ify hat th information provided in this application is truthful to the best of my knowledge.
Date 7 ) Print Name C? `' a??
Signature ?? C
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 .. 1-8118-4RCAAST .. www.nccoastalmanagement.net
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. 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
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
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 NA NA NA
Depth
Final Project NA NA -6'NLW NA NA NA NA
Depth
1. EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. silty sand
17,050 cy below NLW
c. (i) Does the area to be excavated include 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
(ii) Describe the purpose of the excavation in these areas:
to provide for boat mooring and operational depths of
boats expected to be in the twenty to fifty foot range
d. High-ground excavation in cubic yards.
-21,000 cy total high ground excavation
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
offsite to be determined by dredging contractor in to be determined in coordination with CAMA officials
coordination with CAMA officials
c. (i) Do you claim title to disposal area?
[]Yes KNo 'NA rt 1
(ii) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
?Yes 0QNo NA?Z- :-, /61ci
(ii) If yes, where?
e. (i) Does the disposal area include any 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
(ii) Describe the purpose of disposal in these areas:
unknown
f. (i) Does the disposal include any area in the water?
?Yes ?No ®NA
(ii) If yes, how much water area is affected?
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F r DO - (E.t:avation and fill, Page 2 o'f ms
3. SHORELINE STABILIZATION ? This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
®Bulkhead ?Riprap ?Breakwater/Sill ?0ther:
c. Average distance waterward of NHW or NWL: -1.4' NHW
e. Type of stabilization material:
sheetpile
g. Number of square feet of fill to be placed below water level
Bulkhead backfill 825 sf Riprap
Breakwater/Sill Other
I. Source of fill material.
cut material from onsite
b. Length: 315 tt
Width: 12"
d. 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.
h. Type of fill material.
sandy

4. OTHER FILL ACTIVITIES ?This section not applicable
(Excluding Shoreline Stabilization) of,
a M Will fill material he hrouaht to the site? MYes MNo ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
if yes,
(ii) Amount of material to be placed in the water NA
(iii) Dimensions of fill area NA
(iv) Purpose of fill
NA
submerged aquatic vegetation (SAV), sneu ootrom tarn, or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ENone
(ii) Describe the purpose of the fill in these areas:
NA
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
silt 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.
(r Maritime Siblings, LLC c/o Rhett Ricks
Z ? on)
Date nt Name
INS<
Island Harbor Marina 1.
Applicant Signature
Project Name
252-808-2808 :: 1-888-4RCOAST :: www.nccoastatmana.gement.not revised: 12/26/06
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 I
a. Type and number of buildings, facilities, units or structures
proposed.
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
acre).
N/A; no residential units proposed
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(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
b. Number of lots or parcels.
1
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
7.5 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
asphalt and concrete
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
42.78%
i. Give the percentage of the entire tract to be covered by impervious
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.
onsite low pressure system
Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
The current approved stormwater plan provides three
infiltration basins for the 2" runoff as well as infiltrating the
1 yr 24hr storm without discharge to Bogue Sound; no other
discharges proposed
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ?No ?NA
(ii) If yes, list the date submitted: 9/9/08
k. Have the facilities described in Item (i) received state or local
approval?
®Yes ?No ?NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ®No ?NA
If yes, attach appropriate documentation.
252-808-28082 :: 1.888-aRCOAST :: wlww.nccolastatmanqgement net revised: 12/26/06
Form M NIP-3 (Upland Dwielo ent, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? ?Yes ?No UNA
community, public system, etc.) (ii) If yes, how many acres?
Public System - Bogue Banks Water Corporation
o. When was the lot(s) platted and recorded? p. If proposed development is a subdivision, will additional utilities be
September 30 2008 installed for this upland development?
?Yes ?No UNA
c'l 2? b5
Date
Island Harbor Marina
Project Name
Maritime Siblings, LLC
,NaPNant Name
App scant Signature
252-808-2808:: 1-888-4RCOAST :: www.riccoastalmonagerrent.net revised: 12/26106
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.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ?This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
®Commercial ?Public/Government ?Private/Community ?Yes ®No
c. (i) 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': 24'0 D4-109.16': 45.7'
(iv) Width D1-8` 8' D2-9.83': 12' D3-9.83': 8': 8': 14.17'
(v) Floating ®Yes ?No f ?y1) " 1
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 4
(iii) Length D1-328.5': IX D2-50.33' D3-93.33'
(iv) Width D1-9.83': 13' D2-8' D3-8'
(v) Floating ®Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
d. (i) Are Finger Piers included? ®Yes ?No
If yes:
(ii) Number 33
(iii) Length 24.5'• 25' . 29': 30.4' :34' :39' :50': 50'
(iv) Width 6.17's 4.5% 4.5': 6.17': 45: 45: 6: 6.17'
(v) Floating ®Yes ?No
f. (i) Are Boatlifts included? ?Yes NNo
If yes:
(ii) Number
(iii) Length
(iv) Width
g. (i) Number of slips proposed
65
(ii) Number of slips existing
13 3 -M slips to be removed
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: 30'-50'
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 (wet slips") only, number of slips:
® Dry storage; number of boats: 270
? Boat ramp(s); number of boat ramps:
® Other, please describe:
Restaurant and ship tore
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
personal recreation boats
1. (i) Will the facility be open to the general public?
252-808-2808 :: 1-888.4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06
.r D - structures, Page -2 of 4)
m. (i) Will the facility have tie pilings? ?Yes ®No
®Yes ?No
(ii) If yes number of tie pilings?
34
2. DOCKING FACILITY/MARINA OPERATIONS ?This section not applicable
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. V'no 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 :: 1-888-4RCOAST :: www.neconstaimanagement.net revised: 12/27/06
Form 0CM MP-4 (Structures, Page 3 of 4)
1. 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 ONo
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SIB), 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 ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
13. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?Public/Government ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed. areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5.'BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a• Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
?Commercial ?Public/Government ?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 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06
Foe DC 1 TVIP-4 (structures, Pase 4 of 4
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
west - 52' east - 130'
b. Proximity of structure(s) to adjacent docking facilities.
approximately 75'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
1.06 +/- miles
d. Water depth at waterward end of structure at NLW or NWL
-6.0 NLW
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.

8. OTHER This Sectioh`no`tappllcablef
a. Give complete description:
11
Cz? d ?
Date
-
Island Harbor Marina'
Project Name
Maritime Siblings, LLC c/o Rhett Ricks
nt Name
'taD C C,
ppl ant Signature
252.808-2808 :: 1-888-4RCOAST :: www.necoastalmana-qement.not revised: 12127/06
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.
133
The existing marina has approximately one-htff ed wet slips. The proposed
demolition and reconstruction/reconfiguration of the marina will reduce this number to
sixty-five (65) floating slips.
Boat Sip Summary
Dock# Sip Length Number
1 30' 19
2 50' 2
40' 9
59 5
3 49 12
35' 9
25' 4
4 40' 5
Total Mixed 65
Island Harbor Marina
PM 1630
The project also proposes the construction of a two-hundred-seventy (270) slip dry
storage facility with appendages serving the needs of the marina. The appendages
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 are 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
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2X TRT'D DECKING SCREWED TO JOISTS -?u
FOR REMOVAL. REPAIR AND MAINTENANCE
STONE CONSTRUCTION ENTRANCE
SCALE: NOT TO SCALE
2X8 BAND 2X8 BAND
2X WOOD DECKING PAVEMENT SECTION
5/8" REBAR 24" LONG DRIVEN INTO THE GROUND
FINAL SOIL GRADE
TRT'D 6X6
SECTION A-A
ELEVATED WOOD PARKING SECTION
/ / l! , i 2.5" 119.5A
R { 8"CABC
x /A
PAVEMENT
SECTION
SCALE: NOT TO SCALE

CONCRETE
VALLEY GUTTER
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
R "2' '-6. 12 f,
R 3"
R 3'
L y f,
Co' 12" L i-
3000 PSI CONCRETE
18" SPILL CURB AND GUTTER
SCALE: NOT TO SCALE
(2) 24'
a
`6#5T STONE
SECTION VIEW
CATCH BASIN
WITH SEDIMENT STORAGE n°???•1??§,MC
SCALE: NOT TO SCALE `e° y." yid

SHEET #11 OF 12
PROJECT #: PM1630
DESIGN FILE #: PM1630 CONSTRUCTION.OGN
TYPICAL 10x20 PARKING STALL
Qa4 ??... f?, n••ey•ro dd
• / .s
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a SEA r o
0 7 L
3343
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NALD D. CULLIP R P
R
REVISIONS:
NEENAH FOUNDRY COMPANY
MANHOLE FRAME AND LID R-1642-
OR APPROVED EQUAL
(FOR JUNCTIQN BOXES)
'D JOIST a 12' O.C.
'D SUPPORT BASE a 4.5' O.C.
OF PAVEMENT
INSTALL EXCELSIOR
EROSION CONTROL BLANKET
SEED PER SEEDING ON TOP AND NON-FILLED SIDE
SCHEDULE T OF DIKE
SLOPE VARIES
TEMPORARY
FIkJ:lM?f ?1 4:.;:i' ::'f:;:: :: '• VARIES DIKE
lsl?GST//4 ;f1LUJ,.LTF?3').'• 1.0'- 3.0'
NOTE: ONCE AREA FILLED IS STABILIZED. TOP OF DIKE TO
BE GRADED TO FINISHED GRADES SHOWN ON PLANS
TEMPORARY DIKE SECTION A-A
SCALE: NOT TO SCALE
0
SILT FENCE

i
a
_
/ W
3` MIN ?'
a
W 10' MAX. WITH WIRE
6' MAX WITHOUT WIRE
12 GAUGE WIRE, MINIMUM
SEE PLAN FOR HOPE _
FILTER FABRIC
PIPE DIAMETERS

CONSTRUCTED
FLOW INVERT
o W
=

FILTER FABRIC
6"MIN STONE NCDOT 1056
TYPE 3. CLASS B
PRECAST 0CNI)FEULL
COU M(
JUNCTION BOX
SCALE: NOT TO SCALE
-SECTION
VIEW >
NEENAH MANUFACTURER
FRAME § GRAZE
(2) 24 x 30
0.50 00 0 of
6
+.-18"CURB NOTES:
USE WIRE A MINIMUM OF 32" IN WIDTH, AND A MINIMUM OF
I
ASPHALT
1 .
6 LINE WIRES WITH 12' STAY SPACING.
GRATES 2. USE FILTER FABRIC A MINIMUM OF 36' IN WIDTH AND FASTEN
TT-1 ?III- I •. -III-111- ADEQUATELY TO THE WIRES.
3. PROVIDE 5' STEEL POST OF THE SELF-FASTENER ANGLE STEEL TYPE.
w

> SEE PLAN FOR
SIZE 3lOCATION

SILT FENCE DETAIL
"PROV1pE MdN1?(UM
SEDL?)EtiT 5T0RnGE
1
SCALE: NOT TO SCALE
,
BELOW PIPE iNVE$T'
11630 CONSTRUCTION dqp 6/18/2009 9:11:
A
PLAN VIEW ELEVATED WOOD PARKING DETAIL
VIEW
PLAN VIEW
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