20071500 Ver 1_CAMA Application_20070904

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North Carolina Department of CnvirOninent and Natural FZesource~
Dvis~~~t ~f G®a~tai ~~iMag~~~er~~
Michael F. Easley, Governor JarneB W. Gregson, Director William G. Ross Jr., Secretary
August 30, 2007
MEMORANDUM: ~ ~ ~ 5 0 0
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality ~ ~~~~~
R 5 ~' D
FROM: Doug Huggett SAP
Major Permits Processing Coordinator ~ ~ QQ07
pENR • WAi~~R
SUBJECT: CAMA/DREDGE & FILL Permit Application Revie~~~~1~R~1
Applicant: Coastal Yacht Hangar, LLC
Project Location: On Core Creek, north side of the mouth of Eastman Creek, in Carteret
County. Site is at 1301 Sensation Weigh Road in the Jarrett Bay Marine
Industrial Park off of Highway 101 in Beaufort
Proposed Project: The applicant wishes to construct aten-slip dock, a rail and lift system to
accommodate an upland 268 dry slip storage facility, a sewer pump out station
at one staging platform and fuel pumps at a second staging platform, new
dredging of an access channel, access boardwalks, clubhouse & pool, office
building, parking lot and bulkheads
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
09/20/2007. If you have any questions regarding the proposed project, please contact
Brad Connell 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.
This46~~~~~~ ~'6F~~ ~Se~~c~ i~ attached comments.
Phone: [phone] t FAX: [phone] Internet: www.nccoastalmanagement.net
SIGNED An Equal Opportunity 1 Affirmative Action Emolav~rT~°~ Recycled 110°~ Post Consumer Paper

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(. Private, r,on-commerciai
development that does nct $~50 100% ($250) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
II. Public or commercial
development that does not $400 100% ($400) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
III. For development that
involves the filling andlor
excavation of up to 1 acre
of wetlands andlor open
water-areas, determine if A,
B, C; or D below a lies:
III(A). For Private non-
commercial development, if $~50 100% ($250) 0% ($0)
General Water Quality
Certification No. 3301 (see
attache
II(B). For public or
commercial development, if $400 100% ($400) 0% ($0)
General Water Quality
i
Certification No. 3301 (see
attached can be a lied:
General Water
`- Quality Cer i o~ $400 60% ($240) 40% ($160)
3301 (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:
III(D). If General Water
Quality Certification No. $400 60% ($240) 40% ($160)
3301 (see attached) cannot
be a lied:
IV. For development that
involves the filling and/or $475 60% ($285) 40% ($190)
excavation of more than
one acre of wetlands andlor
open water areas:

DIVISION OF COASTAL MANAGEMENT ~
FIELD INVESTIGATION REPORT
1. A`~PLICA:"~1T'S N~'~1~~: Coastal Yacht IJangur, LLC
2. LOCATION OF PR03ECT SITE: On Core Creels, north side of the mouth of Eastman
Creek, in Carteret County. Site is at 1301 Sensation Weigh Road in the Jarrett Bay Marine
Industrial Park off of Highway 101 in Beaufort.
Photo Index - 2006: 21-8760 grids I-5, I-6, H-5, H-6, G-5, G-6, F-5, F-6, F-7, E-6, E-7,
E-8; 2000: 46-582 grids T-17, 5-17, 5-18-, 5-19, R-18, R-19, Q-18, Q-19, Q-20, P-19, P-20,
0-19
State Plane Coordinates - X: 2695200 Y: 390100 Rover # M053016A
Longitude: 34 48 16.00 Latitude: 76 40 57.60
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 5/30/07; 8/9/07
Was Applicant Present - No; No
5. PROCESSING PROCEDURE: Application Received - 8/15/07
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Carteret County
Land Classification From LUP -Rural with Services
(B) AEC(s) Involved: CW, EW, PTA, WL, ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing -Town of Beaufort
Planned -Sewer lift station to connect to existing
(F) Type of Structures: Existing -None
Planned -Piers, platforms & finger piers, hydraulic boat
lift & rail system, dry stack storage buildings, club house & pool, office building, fuel tanks,
bulkheads, sewer pump out station
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
I~RF,nCTFn FILLF,D OTHER
(A) Vegetated Wetlands 19,935 sf
Incorporated
8,058 sf Shaded
(B) Non-Vegetated Wetlands
(C) Other 16,500 sf 92,740 sf
Open Water Incorporated
High Ground 304,920 sf of 12,322 sf Shaded
uplands

Field Investigation Report:
Page 02
(D) Total Area DisttlrLed: ~,34~,095
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Conditionally Approved
8. PROJECT SUMMARY: The applicant wishes to construct aten-slip dock, a rail and
lift system to accommodate an upland 268-dry slip storage facility, a sewer pump
out station at one staging platform and fuel pumps at a second staging platform,
new dredging of an access channel, access boardwalks, club house & pool, officc
building, parking lot, and bulkheads.
9. Narrative Description:
The property is a 27.5-acre parcel in Jarrett Bay Marine Industrial Park, Carteret
County. The Carteret County Land Use Plan has classified this area as Rural with
Services, with CAMA AEC's classified as Conservation. The applicant wishes to develop
the property with a commercial ten-slip docking facility, and a dry stack storage facility
with a clubhouse and parking area for clients.
The parcel is located at 1301 Sensation Weigh, Lot 9, in Beaufort off of Highway 101. It
is located on the north corner of Eastman Creek and Core Creek, to the south of the
Highway 101 high rise bridge. The proposed project will be on the Core Creek side of
the property.
This site is undeveloped with uplands consisting of juvenile pine forest bordered by
Section 404 wetlands and coastal wetlands along the shoreline. Upland elevations range
from +3 to +6 feet msl.
Core Creek waters are classified as SA. None of the project area is within PNA; it does
not have submerged aquatic vegetation, and is conditionally closed to the harvest of
shellfish. Clam relaying is allowed in Core Creek and indicates the presence of a
shellfish resource. Bottom elevations within the project area range from -1 to -11 feet
nlw. The bottom substrate is fine silt and lends easily to resuspension. Proposed
structures will be approximately 100 feet outside of the 80' USACE setback from the
AIWW. These waters have an approximate +/-3' lunar tidal amplitude.
10. Proposed Development:
The applicant is requesting aten-slip floating dock, two floating staging platforms
with sewage pump out and fuel dispensers, and a boat lift system for the launch and
retrieval of boats. A seawall and breakwater structures will be a part of the boatlift
station. The boatlift station will connect via rail to an upland 268-slip dry stack
facility and office building with amenities for clientele that include boardwalk access

to and from their boat, clubhouse, pool, and parking area. Bulkhead is also proposed
to stabilize the upland development area. Included in the project, is dredging within
the boatlift station area near shore and extending; offshore to access deeper water
la n~iward of the AIWW.
The main floating dock consists of a 6' lzy 15?' pier ~~~ilh a 6' by 86' platform and ten
3' by 40' finger piers. This structure would be accessible by clients via an 8' by 220'
boardwalk running north along the shoreline and connecting to a 12' by 78' platform
at the waterward terminus of the rail system. A total of four 6' wide concrete
structures will be elevated at least 3' above the coastal wetland substrate to support
the hydraulic rail system used to connect the dry storage facility to the boat lift
station. The rails will support three hydraulic lifts. Two 4' wide walkways are
incorporated on the side of the two outer most concrete railways to allow marina
technicians and clients boat access. The lengths of the four rails vary from 225' up to
311'. Another boardwalk access will be 6' by 358' in order to connect the clubhouse
to a floating dock on the north side of the boat lift station. This 6' by 166' floating
dock will have a near shore 6' by 262' sewer pump out platform and an offshore 6'
by 287' fuel pump platform.
The boatlift station area will be supported by two 6' by 168' breakwaters
perpendicular to the shoreline with a 4' by 77' seawall running along the shoreline
approximately 15' waterward of nlw for structural support. Behind the seawall,
riprap, 12' wide with a 4:1 slope, will be placed for wetland protection. Included
within the boatlift station area will be six mooring pilings and two inner 6' by 58'
breakwaters to divide the three boat lifting spaces. The breakwaters will be
constructed with 1.5" vertical slits every 1.5'.
The applicant also proposes to dredge an area from inside the boatlift station out
330' close to the edge of the 80' USACE AIWW channel setback in order to access
deeper water for a boat channel. The proposed dredging area has current depth
soundings ranging from -3.5' nlw sloping down to -11.0' nlw offshore. The applicant
wishes to excavate down to -11.0' nlw depth to the boatlift stations near shore using a
backhoe on a floating barge. This would result in 1,805 cubic yards of material being
removed from an area 330' long by an average of about 50' wide. The spoil is to be
disposed of at a high ground, non-jurisdictional site, pending DCM approval.
There will be a total of six "No Sewage Discharge" signs placed at dock entrance and
exit points. There will also be a total of six "Pump out Available" signs in those same
areas. The marina policy will not allow live-aboard dockage with a maximum
overnight dockage of three nights.
Three bulkhead structures are proposed in order to stabilize the upland
development. The main bulkhead on the east side of the property would be 580' long.
The other two bulkheads would be on the southwest end of the dry stack storage
building, 132' and 170' in length, respectively. These bulkheads are all proposed
landward of Section 404 and coastal wetlands.
As proposed, approximately 18.5 °Io (4.69 ac or 204,489 sf) of the entire tract will be
covered by impervious and/or built-upon surfaces, with 9.09 °Io being within the
coastal shoreline AEC. With 259 available parking spaces, the total size of the

parking lots will cover approximately 92,975 sf. The dry stack storage and associated
office building will be 84,684 sf, with the capacity to store 268 boats. The western
pa;-t of the facility will house larger vessels atd e~~ill be four stories high. The rest of
tlxc~ q~aeii~t;y ~~~ill pause srnallet l~o~:~~s anr~ v~riii. l~c~ f~.4~e sic~z•f~>s tall. '1'lie erl.~~kety oi' E,z~e
st~.~ ~:ct:~~re w%11 be 130' in height. The valet pa;~~i~f~, cl~Y~~house a~~4t pcc~l ~~rill cov:~~r
B,Gu~ s~~~~re feet.
At the closest proximity, the dry stack building is 3' from Section 404 wetlands and
43' from coastal wetlands and nhw. The clubhouse and pool are 17' from Section 404
wetlands and 35' from coastal wetlands and nhw. This project will utilize existing
sewage and storm water systems of Jarrett Bay Marine Industrial Park.
11. Anticipated Impacts:
No SAV were observed in the area. This proposal could possibly have a significant
impact on a shellfish resource in the project area (ref. meeting with NCDMF on June
12, 2007). The Division of Marine Fisheries conditionally allows relaying of shellfish
from this area of Core Creek to private leaseholders. The proposed development
would be at least 305' from the adjacent development currently underway at True
World Marine and should not result in a permanent shellfish closure.
As proposed, the docks, platforms, and rail system will shade 8,058 sf of Section 404 and
coastal wetlands and 12,322 sf of open water/shallow bottom habitat, which incorporates
112,675 sf along 2,368' of shoreline. The platform area proposed exceeds the 9,472
square feet allowed for this property. The applicant states that the added platform
widths proposed are to ensure the safety of clientele.
The intended uses include commercial wet slip dockage and dry stack storage of marine
vessels. The depth contour underneath the ten wet slips and the excavation of the area
should prevent scarring. The proposed structure should not be a hazard to navigation
by staying at least 100' landward of the USACE's 80' Channel Setback Line.
Petroleum based contaminants entering into the wetlands and waters of Core Creek are
likely as a result of this project, especially in the travel rail areas. This project will
increase boating traffic in Core Creek by 278 vessels. Tidal and high wave energy of
Core Creek should prevent permanent mooring of vessels at the fuel and sewage pump
out platforms.
Brad Connell August 27, 2007 Morehead City

~~~
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North Carolina U%>~.~artm%nt of Environment anca I~a~ural f~e~ource~~
~~E'~Il;~it'~il Of ~"~a~t%i1 r~:~a~~~~~e~,~~~,i
Michael F. Easley, Governor James N. Gregsnn, Director William G. Ross Jr., Secretary
MEMORANDUM
DATE: August 27, 2007
TO: Doug Huggett
THRU: Tere Barrett '"~
FROM: Brad Connell ~~
SUBJECT: Comments and Recommendations - CAMA Major Permit -Coastal Yacht
Hangar, LLC, Carteret County
The following is my assessment and consequent recommendations of the above
referenced proposal: This proposal could possibly have a significant impact on a
shellfish resource in the project area (ref. meeting with NCDMF on June 12, 2007). This
area is conditionally closed to shellfish harvest. Large-scale excavation of this type
could produce significant, albeit short term, water quality impacts. The proposed
development is landward of the USACE channel setback and should pose little threat to
navigation. This proposal is not in conflict with the current usage of this area of Core
Creek. There is no submerged aquatic vegetation, and the waterbody is not a PNA.
Assuming that state and federal agencies concur with the proposal, I recommend the
project be authorized as proposed, contingent upon the following conditions:
1 In order to protect juvenile shrimp and finfish populations, no excavation or filling will
be permitted between April 1 and October 1 of any year without the prior approval of the
Division of Coastal Management, in consultation with the Division of Marine Fisheries.
2 Excavation will not exceed 11 feet below the normal low water level. In no case shall the
depth of excavation exceed the depth of connecting waters.
3 No vegetated wetlands will be excavated or filled.
4 The temporary placement or double handling of excavated or fill materials within waters
or vegetated wetlands is not authorized.
5 A sedimentation and erosion control plan must be submitted to the Division of Land
Resources at least thirty days prior to any land-disturbing activity.
6 Prior to the initiation of any dredging activities within Core Creek, the permittee shall, in
coordination with the Division of Marine Fisheries, develop and implement an oyster
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper

Coastal Yacht Hangar, LLC
August 21, 2007
Page 2 of 3
reloc~atio» plan for tl~~e Core, Creek oyster populatio~~. Co3~tact: t,ze Di.vi_sion of Marine
Fishy:vies at (252) 726-707.,1 to initiate tie required coordinatio~_. J'votice of satisfactory
completion. of the relocation efforts i.~ust be provided to the Divisio,.z of Coastal
Management prior to initiation of dredging in Core Creek.
7 All excavated materials will be confined above normal high water and landward of
regularly or irregularly flooded marsh behind adequate dikes or other retaining structures
to prevent spillover of solids into any marsh or surrounding waters.
8 The spoil disposal area must be inspected and approved by a representative of the
Division of Coastal Management prior to the commencement of any dredging activities.
9 The bulkheads must be constructed landward of any wetlands and flagged by a DCM
representative thirty days prior to construction.
10 The permittee shall maintain the breakwaters in good condition and in conformance with
the terms and conditions of this permit or the remaining breakwater structure shall be
removed within 90 days of notification from the Division of Coastal Management.
11 Prior to the occupancy of any new slips authorized under this permit, a marine pumpout
sewage disposal facility will be installed and operable, and maintained for the life of the
marina.
12 The docking facility will display 6 signs showing the location of the on-site pump out
facility, including other appropriate waste disposal information, at the entrance and exit
from the main pier(s).
13 No sewage, whether treated or untreated, shall be discharged at any time from any boats
using the docking facility. Any sewage discharge at the docking facility shall be
considered a violation of this permit for which the permittee is responsible. This
prohibition shall be applied and enforced throughout the entire existence of the permitted
structure.
14 The authorized structures and associated activity must not cause an unacceptable
interference with navigation.
15 This permit authorizes only the docks, piers, and other structures and uses located in or
over the water that are expressly and specifically set forth in the permit application. No
other structure, whether floating or stationary, may become a permanent part of this
docking facility without permit modification. No non-water dependent uses of structures
maybe conducted on, in or over public trust waters without permit modification.
16 The pier, docking facility, rail system and associated structures shall have a minimum
setback distance of 15 feet between any parts of the structure and the adjacent property
owner's riparian access corridor, which is determined by drawing a line parallel to the
channel, then drawing a line perpendicular to the channel line that intersects with the
shore at the point where the upland property line meets the water's edge.

Coastal Yacht Hangar, LLC
August 21, 2007
Page 3 of 3
17 Any portion of the permitted access pier and rails built over coastal wetlands must be
elevated a mir.imuzn of three feet over t`~e wetland substrate as measured from the bottom
of the decking.
18 The authorized structures and associated activity must not cause an unacceptable
interference with navigation.
19 The permittee must install and maintain at his expense any signal lights or signals
prescribed by the U.S. Coast Guard, through regulation or otherwise, on the authorized
facilities. At a minimum, permanent reflectors should be attached to the structure in
order to make it more visible during hours of darkness or inclement weather.
20 This permit authorizes a maximum of ten boat slips.
21 At no point is the permittee to allow permanent mooring at the fuel and sewage pump out
platforms.
CC: Tere Barrett, DCM
Ted Tyndall, DCM
Dave Timpy, USACE

North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information ~ ''' '` s

Project Name (if applicable) '~, ~ ' .+i r`
Business Name
Beaufort Yacht Hangar and Marina
Coastal Yacht Hangar Llc

..fl t 2~,
~, ,~ 3
Applicant 1: First Name MI Last Name
Richard D McGough
Applicant 2: First Name MI Last Name
Gary P Johnson
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
309 Middle Street 399 New Bern NC
ZIP Country Phone No. FAX No.
28560 U.S. 252 - 633 - 5603 ext. 4 - -
Street Address (if different from above) City State ZIP
Email
[e-mail]
ii~
2. AgentContractorlnformation
Business Name
Stroud Engineering, P.A.
Agent/ Contractor 1: First Name
Ronald MI
D. Last Name
Cullipher
Agent/ Contractor 2: First Name MI Last Name
Mailing Address
151A Highway 24 PO Box City
Morehead City State
NC
ZIP
28557 Phone No. 1
252 - 247 -
7479 ext. 224 Phone No. 2
- - ext~
FAX No.
252 247 4098 Contractor #
Street Address (if different from above) City State ZIP
Email
<Form continues on back>
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Form D ~M MP-1 (Page 2 of 5)
APPLICATION for T
Major Development Permit

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m_~a~~f~
252-808-2$08 .. 1-888-412COAST .. www.nccoastalmanagement.net

rm DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
~, p`r~aject L.r~~~iioE~
Gounty (can be multip'e) StreF~t Address ~ State Rd. #
Carteret 13U i ~eraafior; Weigh
Subdivision Name City State ' Zip
Jarrett Bay Marine Industrial Park Beaufort NC 3 28516'- ' '
Phone No. Lot No.(s) (if many, attach additional page with list .
540 - 327 - 6713 ext. or 252-633-5603 9, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to::prdposed, project
,
,
;

White Oak ,
.
Core Creek-(ICW) °"r
` r'' r ~-
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 Newport River
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.
Carteret County Planning
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
2368 If 1,198 46.50 sf
c. Size of individu I ot(s) d. Approximate elevation of tract above NHW (normal high water) or
~~~ NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 5 ®NHW or ^NWL
e. Vegetation on tract
Partially forested with immature pines and undergrowth
f. Man-made features and uses now on tract
None
g. Identify and describe the existing land uses adjacent to the proposed project site.
North Property--True World Marine--Boat Manufacturing
East Property-Moores Marine-Classic Wooden Boat Repair and Remodeling
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
I-W Industrial Wholesale by Carteret County (Attach zoning compliance certificate, if applicable)
®Yes ^No ^NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ^Yes ®No
k. Has a 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 ^No ®NA
National Register listed or eligible property?
<Form continues on next page>
,..-..,.
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Form DCM MP-1 (Page 4 of 5)
APPLICATION f~
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`~
(Aftach documentation, if available)
,J
n. Describe existing wastewater treatment facilities.
~"~ r
Town of Beaufort system serving Jarrett Bay Marine Industrial Park ~ v .
o. Describe existing drinking water supply source.
Water to be provided by Carteret County North River serving Jarrett Bay Marine Industrial Park
p. Describe existing storm water management or treatment systems.
Will utilize existing Storm Water management permit in place at Jarrett Bay Marine Industrial Park; additional Storm water
management permitting to be completed by Stroud Engineering, Morehead City, NC
_ ,its
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ^PublicJGovernment
^Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Provide Safe, Secure, Dry Slip Storage and Wet Slips for clients with larger boat dimensions with ancillary ameniities that
support those services such as ships store, club house, meeting area, outside social areas etc.
Operations include movement of boats into and out of dry slip area, fueling, wash, and client service and care.
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.
Site grading and fill, concrete flooring and footers, steel pilings and steel building framing, floating and support docks.
Graders, Dump Trucks, Back Hoes, Cranes; support equipment such as concrete trucks, pile driving equipment, materials
delivery etc.
Most equipment to be stored off site except large pieces, i.e. crane errectors, etc.
d. List all development activities you propose.
Approximately 86,000 sq. ft. Dry Slip storage facility, 259 parking spaces, slotted concrete decking for access docks, floating
docks moored with steel or fiberglass guide piles, yacht staging and seawall area, 9000 sq. ft. club and ship store building,
2500 sq. ft. pool social area, 2700 sq. ft. facilities storage and office building,
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? ^Sq.Ft or ®Acres
~DC
'
~
g
u
1.0
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.
Surface runoff water to be handled by sheet flow and and wash down water to be processed through on site filtration system.
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.
252-808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net

~rm DCM MP-1 (Page 5 of 5)
~'~(APt"tl C-QnlEfif.E~~ ezn ~'7'i~:C{:~'
°KPPLICAT.ION for
Major Development Permit r "`~~.,,
- t
a
f~. t"ddi>`icnai in>`ormation :'+,~
... .
In addition to this completed application form, (MP-7) the follo~~ring items below, if applicable, must be subrnrF+ed in order, for tYie _applrrahvn,
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application ~ x
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 True World Marine/Hobby World Development, Inc, Phone No.
Address 120 Industrial Ave. Little Ferry, New Jersey 07643
Name Moores MarinefJames and Stephanie Moore Phone No. 561-841-2235
Address 1410 Avenue E. Riviera Beach, FL 33404
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.
SW8 980926 - DWQ Stormwater
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 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 certify that the information provided in this application is truthful to the best of my knowledge.
Date ~it't~'20@7 Print Name Richard D. McGough
~I
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 .. 1-888-4RCOAST .. www.nccoastalmanagement.net

_ _ __ _
dorm DCM MP-2 -
(Except for bridges and culvert)
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 Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length 330'
Width ~50'average
Avg. Existing ~_6
0 NA NA
Depth .
Final Project -11
0 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
1805 cy
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:
.dredging required for the operation of the seawall lift and access
channel for boats to access Intracoastal Waterway
d. High-ground excavation in cubic yards.
none
2. DISPOSAL OF EXCAVATED MATERIAL ^This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
high ground site to be determined by dredging contractor determined by dredging contractor
and pending DCM approval
c. (i) Do you claim title to disposal area?
^Yes ^No ®NA
(ii) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
^Yes ®No ^NA
(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 tWL)? 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:
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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_ _ ___
DCiVi MP-2 (Iwxcavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION
(If development is a wood groin, use MP-4 -Structures)
a. Type of shoreline stabili~,~.iion:
^Bulkhead ^Rir,rap Breakwater/Sill ^Other: __
c. Average distance waterward of NHW or NWL: approximately 360'
e. Type of stabilization material:
concrete seawall, metal sheetpile
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 0 Riprap
Breakwater/Si110 Other
i. Source of fill material.
n/a
^This section `not
& 4 __ __
b. length: 77' seawall (2Z. ;=8' S8' t~rearwater
''.r~~'
Width: 4' seawall 6' breakwater -~~ ~'--"~
d. f49aximum distance waterward of NHV~! or NWL: approximately
400 feet at maximum distance
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.
none
4, OTHER FILL ACTIVITIES ^This section not applicable
(Excluding Shoreline Stabilization)
a. (il Will fill material be brought to the site? ®Yes ^No ^NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquauc vege~auon tJr,vl, snen w~wiii ~~o~, ~~
other wetlands (WL)? If any boxes are checked, provide the
(ii) Amount of material to be placed in the water none number of square feet affected.
(iii) Dimensions of fill area aoproximatelv~:9-ecPes~,~aC~~. ~ ^CW ^SAV ^SB
(iv) Purpose of fill 6 ~' "''IZ'~~ / ^WL ®None
to elevate the site to base flood elevation (ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
installation of bulkheads and silt fencing to protect wetlands
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)?
backhoe on floating barge for dredging, dump truck, excavator
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.

Date
Coastal Yacht Hangar LLC
Project Name
Richard D. McGough
' ant Name
Appli nt Signature
252-$08-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

Form DCM MP-3
4, ,.
® ~~
(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.
one
Dry Storage Builiding, Club Facility Building, Office and
Facilities Storage Building
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.
none `~ R-5racres
e. If the proposed project will disturb more than one acre of land, the f. 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 marl, asphalt road way, Concrete flooring, stabilizing Stone
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:
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 Quality for review?
9.09% ^Yes ®No ^NA
i. Give the percentage of the entire tract to be covered by impervious (ii) If yes, list the date submitted:
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
^-18.5%
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item (i) received state or local
Sewer Lift Station proposed to pump sewer to existing approval?
manhole located on Sensation Weigh. The existing ^Yes ®No ^NA
sewer is public, Town fo Beaufort system serving Jarrett If yes, attach appropriate documentation.
Bay Marine Industrial Park
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, industrial/ design?
commercial effluent, "wash down" and residential discharges). ^Yes ®No ^NA
Surface runoff from wash down (filtered)at entrance to dry If yes, attach appropriate documentation.
storage building
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~Orm ®'CM M~-3 (llpl~nd Development, page 2 of 2)
rn. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Carteret County North River water system
o. When was the lot(s) platted and recorded?
on or about 11/96
n. (i) Neill wat<.:r be impounded? UYes P9i~o l_Ii~A
(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
8~8 ~
Date
Coastal Yacht Hangar LLC
Project Name
Richard D. McGough
A tName
Applica t Signature
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dorm DCM MP-4
:_ ~"
t;~onstructioea vrithies ~uthlic 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
a. (i) Is the docking facility/marina:
®Commercial ^Public/Government ^Private/Community
^This section not applicable
b. (i) Will the facility be open to the general public?
®Yes ^No
c. (i) Dock(s) and/or pier(s) (~ ~ d. (i) Are Finger
(ii) Number 6 ~+~ a ~ 5 ~ If yes:
(iii) Length 1 359.20' 2 165.39' floatin (ii) Number
f~"'f~L '~~ b.1 S a,, 3~,4 A GCtSS j"'p W bTt~2,, (iii) Length
(iv> widtn _ 4' w - nT ~ ~ o Q 10. ~ S ~ 31. ~ (iv> wdtn
(v) Floating ~es ®No (v) Floating
e. (i) Are Platforms included? ®Yes ^No
If yes:
(ii) Number 7
(iii) Length (7286.88' (8)262.49' (9)152' (10)86'
Mixed (12)79.25'fixed 13 21 6'fixed
(iv) Width 8', 8', 6', 6'~;, 12', 8' g//~/~
(v) Floating ®Yes ^No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
10
(ii) Number of slips existing
0
,~ra~
~~
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: 35-55 ft.
Piers included? ®Yes ^No
10
40'
3'.
®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 ("wet slips") only, number of slips: 10
® Dry storage; number of boats: ~7~--~ ~(pg ~1~~°i~~
^ Boat ramp(s); number of boat ramps:
® Other, please describe:
Ref: RAIL svstem brinos boats into dry storage bldg, Ref:
Boat lifts- 3 hydraulic boat lifts at seawall to lift to rail
svstem
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
fishing and sport boats
I. (i) Will the facility be open to the general public? N
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' Form DCM MP-4 (Structures, Page 2 of 4)
m. (i) Will the facility have tie pilings? ®Yes ^No
Yes ^No _ 1
(ii) If yes number of tie pilings?
6 guide pilings for use Burin staginc;_,~>~ '
2. DOCKING FACILITY/MARINA OPERATIONS "C7This sectio~~ot~pplcable-r
,i j A
a. Check each of the following sanitary facilities that will be included in the proposed project.
® Office Toilets
® Toilets for patrons; Number: 22; Location: 10-Cabana pool area, 2-locker rooms, 4-Club house area,2-dry storage bldg, 4-private
owner offices
® Showers
® Boatholding tank pumpout; Give type and location: Type: Solids pumpout to sewer; Location: East of boat staging area platform
b. Describe treatment type and disposal location for all sanitary wastewater.
Town of Beaufort system serving Jarrett Bay Marine Industrial Park
c. Describe the disposal of solid waste, fish offal and trash.
Carteret County solid waste disposal
d. How will overboard discharge of sewage from boats be controlled?
Not permitted by owner
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
Total 6; 2 each at entrance to client pier access and 4 at Slip dock walkways, Entrance and Exit points
(ii) Give the location and number of "pumpout Available' signs proposed.
Total 6; 2 each at entrance to client pier access and 4 at Slip dock walkways, Entrance and Exit points
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
Not allowed on site
g. Where will residue from vessel maintenance be disposed of?
Not allowed on site
h• Give the number of channel markers and "No Wake" signs proposed © ~ ~+ " ~
i. Give the location offuel-handling facilities, and describe the safety measures planned to protect area water quality.
End of each staging finger dock, clean up materials at fuel locations, fire safety equipment at location, no smoking signs visible
j. What will be the marina policy on overnight and live-aboard dockage?
Maximum overnight stay 3 nights and NO live-aboards
k. Describe design measures that promote boat basin flushing?
N/A
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Form DCMI MP-4 (Structures, PaSe 3 of 4)
I. If this project is an expansion of an existing marina, what types of services are currently provided?
N/A
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? ~'' ~ j'1
®Yes ^No
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 17,802SF ^SAV ^SB
®WL 2,133 SF ^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.
~ 3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
^Commercial ^PubliGGovernment ^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 ~2) 168 ft x sheet ilin sat sta in area b. Average distance from NHW, NWL, or wetlands
~ ~2} ~-f T -Sloe pt I t s c+ ~ 1 r>( ~13 feet from wetlands
c.',M ximum distance beyond NHW, NWL o~ etlands ~~~~-~
~18 feet maximum from wetlands
6. MOORING PILINGS and BUOYS ^This section not applicable
a. Is the structure(s):
®Commercial ^PubliGGovernment ^Private/Community
c. Distance to be placed beyond shoreline 95 feet from marsh
edge
Note: This should be measured from marsh edge, if present.
b. Number 6 guide piling for use in staging area only
d. Description of buoy (color, inscription, size, anchor, etc.)

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dorm ©GIVI MP'-4 (Structures, Page 4 of 4)
e. Arc of the swing NA

a. Proximity of structure(s) to adjacent riparian property lines
`~- as F~ ~ a ~'Sl ~
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
400 - 600 ft.
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.
~,
-. _.
~_, r
~
'
~ _ 3
~~., . ...
b. Proximity of structure(s) to adjacent docking facilities.
400 ft.
d. Water depth at waterward end of structure at NLW or NWL
4-6feetNHW
8. OTHER pThis section not applicable
a. Give complete description:
See narative
~ /'~/a^7
Date
Coastal Yacht Hangar LLC
Project Name
Richard D. McGough
Applicant Name
Ap /can Signature

~. I
- ``-~ f ~( ~`S
,: s-_.~-
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27106

Coastal Yacht I-Iarigar LLC
Lot g, Jarrett Bay Marine Ind.astrial Park ~ ~, ~,~..,
Beaufort, Carteret County, North Carolin 4~~ ~ w, ~.~~ ~ ~ `.; ~,
~~....-,
Project Narrative .., j,,v:
.111. {~ ~ ~~~~;1
INTRODUCTION: ~1.~,1 ~~ ~
Coastal Yacht Hangar LLC, proposes to construct a boat storage facility and ~ ~
marina on Lot 9 of Jarrett Bay Marine Industrial Park. Jarrett Bay Marine
Industrial Park Master Plan was permitted in 1998 by NCDENR-DWQ
Stormwater Section as a Low Density Subdivision (SW8 980926). Lot 9 is
permitted to have 5.o acres of impervious coverage. The 86,000 square foot dry
storage facility will be the main focus of the business, using state of the art over
head crane lifting technology to store larger boats with out the use of forklift
services.
Ancillary services will be provided that support the clients needs in the form of
club building and amenities, ships store, and shower access to name a few.
Any boat maintenance is intended to be provided by Jarrett Bay Marine
Industrial Park. Waterfront improvements will include a lift station area for the
launch, retrieval and staging of boats, a rail system to carry the boats into and out
of the building; access docks and a floating dock to accommodate up to io boats.
PROJECT DESCRIPTION:
The project consists of the following elements:
• Dry Slip Storage Facility -the proposed building for the site will
include a custom engineered steel building with double insulated
steel side panels with concrete slab-on-grade floors on the main
isle- way of the building. Rail tracts will run through the middle isle
of the building allowing two different crane systems to lift the boats
from their carrying cars to their respective dry slip locations.
Construction activities will include clearing and grubbing of
vegetation, grading and paving of the entrance and access road,
water line installation, sewer collection and line installation,
sediment and erosion control measures and Stormwater
management measures. Fill material will be required to raise the
finished floor elevation of the building to above the Base Flood
Elevation of ~ feet NAVD.
Rail and lift system -part of the boat launching and retrieval will
be accomplished by a rail system that consists of 3 separate tracks
that travel out and over the marsh with support pilings every 3o to
4o feet to support the rails over the marsh. The rail tracks will end
at a seawall. The seawall will be approximately 200 feet from the
exit of the main dry slip building. The seawall will also be the

~., °~.,
kky )}
~r~.
location of the 3 separate hydraulic lifi stations that wi tl lift boats ~ '.~(;' ,'
from the water onto the rail cars for transport back into the
building. I~eight of the seawall will be level with the ~~v~ i., z ~-~ ~~ ,~
coming out from the main building to keep the rail sys~en~l'~e . ~
The seawall length will be 65 to ~o feet to accommodate the rail cars
and their boat widths, two 4 foot access decks on the outside of the
rail cars for clients to access their boats as well as two 4 foot walk
way decks between the rails for attendants to monitor the launch
and retrieval action. The concrete seawall will be 4 to 5 feet wide
with a depth appropriate for handling the hydraulic lift stations and
the foundation of the seawall. In addition, two floating pier fingers
will extend out perpendicular from the sea wall ends approximately
i4o feet with sheet piling running length of these staging fingers.
These fingers will be used for staging of boats coming and going
into the facility. The facility will be used to launch and retrieve
boats that belong to the marina association. The facility will have a
potable water wash area out side the main exit. door facing Core
Creek. The wash area will consist of a concrete pad sloped to
retrain water through a filtration system and leached.
Floating docks -Floating docks will be provided for io boats and
the staging area as mentioned above. The boat docks will be used
for both staging as well as temporary transient boat dockage. Wet
slips will be approximately 20 feet wide with 3 feet fingers
separating each wet slip. Each wet slip will have power and potable
water. A separate boat staging area is being proposed at the most
northern portion of the property and will be utilized as a holding
area if the boat lift station facility becomes congested. This staging
area is proposed as an 8 feet wide access and approximately 200
feet in length. The width is proposed at 8 feet for safety reasons due
to the potential of a large volume of traffic accessing this area.
Access Pier -Slotted concrete decking access piers as discussed
earlier will provide access to the lift stations for the attendants as
well as deck access for the clients to access their boats. An
articulated gangway will connect the fixed docks to the floating
docks.
EXISTING CONDITIONS
The site is previously undeveloped. Uplands consist of juvenile pine forest with
404 and coastal wetlands along the shoreline margin. Elevations on the uplands
range from 3 to 6 feet NAVD.
The project is located on the Core Creek Segment of the Atlantic Intracoastal
Waterway. Waters of the Core Creek are classified as SA. Bottom elevations in

`,~- ~`ij
the project are from o.o to 12 feet, NAVD. Proposed structures are loca~~~ ~,u,~,r ~' ~ R ~~~~~
outside the 8o foot setback from the AIWW channel line. ~,
Existing wetlands have been delineated for the entire industrial park subdivision
and approved jurisdictional determination by the USACE. The watered ~~~ ~~
of the coastal wetlands is shown on the attached appendix.
PURPOSE AND NEED FOR THE PROJECT
The facility will provide a much needed large boat storage location for clients
searching for safe harbor for their investments. The location in Jarrett Bay
allows not only the storing of boats but the ability to have service performed by
the other businesses in the park. This state of the art facility will provide the
safety, availability, and ease of use that clients need and deserve.
MARINA ALTENATIVES
Alternatives to the proposed marina construction were considered.
A. Upland Marina Basin
The possible denial for a variance along with the expense and environmental
degradation associated with an upland basin in this particular area did not justify
us seeking this alternative. We understood that dredging an access channel
through coastal 404 wetlands would be required for the construction of the basin.
And that there would be recurring costs and land requirement associated with
maintenance dredging.
B. Dry Storage Marina
In order to avoid the dredging of an access channel from the upland portion to
water access for our proposed Dry Storage Marina we decided upon the rail and
lift system. The rail and lift system will allow us to minimize impact to coastal
wetlands and still address our need for access to water. Our rail and lift system
will be less intrusive to the wetlands than the travel lift system and will allow us
to keep our orbit times for clients at a respectable rate.
C. Construction of io Slip floating docks
The construction of these to wet slips will allow us to maximize our staging area
for our dry storage facility while at the same time providing access to transients
wishing to make port for service in the park or visit to our facility. The location of
the boat docks will not require dredging and only minor dredging will be needed
at seawall for hydraulic boat lifts. The boat docks will be constructed to
accommodate boats to 6o feet and attenuators are planned on the main decks to
diminish boat wakes and storm waves to the boats stored.

~ P y" ~r«w"'
"~ ~ .
~~r '*' ~'
I~E'`'IiODS OI{ CONSTUCTION .'; ~h. ~ ~~ ~'~'~!~:' ~~
Construction methods will be conventional site work methods for ~~~ ~~~~~~ ~~
grubbing and earth work. Conventional commercial marine construction
methods will be used for the erection of the steel dry storage building, service
buildings, rail system, seawall and associated staging areas and docks. Guide
piles will be driven using docks, seawall, and staging fingers as a template.
PROJECT SCHEDULE
Fast tract permitting will be utilized for permitting erosion control and storm
water management, and the Major CAMA permitting will be submitted through
the local office. During the permitting process, presales will begin and it is
anticipated that construction will begin as soon as 3o percent presales are
complete. We also anticipate that building completion to take 8 to i2 months.
COMPLIACNE WITH THE N.C. ENVIRNMENTAL POLICY ACT
The work proposed as part of this application is private development, it does not
involve expenditure of public funds, includes only minor dredging at staging lift
area at seawall and consists of docks for io slips. Review of the project under the
State Environmental Policy Act (SEPA) is not required.
ADJACENT RIPARIAN PROPERTY OWNERS
Lot io True World Marine
Hobby World Development
i2o Industrial Ave.
Little Ferry, New Jersey o~643
Lot 8 Moores Marine
Sensation Weigh, Beaufort NC
Jarrett Bay Marine Industrial Park