HomeMy WebLinkAbout20101046 Ver 1_CAMA Application_20101217T-?
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
December 14, 2010
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Name:
Location:
Proposed Project:
Cyndi Karoly
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
20 10 10 4 6
Dee Freeman
Secretary
_, '?t,?? a
j
N
V
?p?
WF';t*??FJVR, v?C 17
`mss ??,?rr
?i2I,'p?1l`RB
CAMA/DREDGE & FILL Permit Application Review
Old Seaport Development, LLC
Aqua 10 Marina
The project site is located adj. to the north side of Gallants Channel at 153
Aqua 10 Road, Beaufort, Carteret County.
The applicant is proposing to construct a 10-slip docking facility with all
associated dock components.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
01/04/2011. If you have any questions regarding the proposed project, please contact
Heather Styron at (252) 808-2808. 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.
SIGNED DATE
400 Commerce Ave., Morehead City, NC 28557-3421 One
Phone: 252-808-2808\ FAX: 252-247-3330 Internet: www.nccoastaimanagement.net NOfthCa olina
An Equal Opportunity 1 At(,:miative Action Employer Nah(rally
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Old Seaport Development LLC (Aqua 10)
2. LOCATION OF PROJECT SITE: Adjacent to the north side of Gallants Channel at 153
Aqua 10 Rd., Beaufort, Carteret County
Photo Index - 2000: grids 41-528 E (12-14), F (12-14)
2006: grids 41-8034 R (12-13), S (11-13), T (11-13)
State Plane Coordinates - X: 2700549.087 Y: 365102.227 Rover: J120913B
Longitude: 76°40'05.39811 Latitude: 34°43'50.03463
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 9/09/2010
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received -11/24 /2010
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Beaufort dated 1996
Land Classification from LUP - Developed/Conservation
(B) AEC(s) Involved: CW, EW, PTA
(C) Water Dependent: Docking Facility(yes)
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Onsite Septic
Planned - None
(F) Type of Structures: Existing - Abandoned fish houses and associated buildings,
gravel and concrete parking and driveway, and concrete
bulkhead
Planned -10 slip docking facility, 4 finger piers, one
platform and 9 tie pilings.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Open Water N/A N/A 3,470 ft' Shaded
9,180 ft' Inc.
(B) High Marsh N/A N/A 312ftz Inc.
312ft'Shaded
(C) Low Marsh N/A N/A 540ft2 Inc.
540ft2Shaded
(D) Total Area Disturbed: 10,032 ft'
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
Field Investigation Report:
Old Seaport Development LLC
Aqua 10
Page 02
8. PROJECT SUMMARY:
The project proposed is to construct a 10-slip docking facility with all associated dock
components.
9. Narrative Description
On 7/12/10 the applicant submitted an Environmental Assessment to the State Clearing
House and received a FONSI on 8/31/10. Since this time the project has been reduced
significantly in scope to a 10-slip proposal.
The Old Seaport Development LLC (Aqua 10) project is located on the north side of
Gallants Channel at 153 Aqua 10 Road in Beaufort. The project area is found by turning
off of Highway 70 East in Beaufort (Cedar Street) onto north Turner Street. Follow Turner
Street to the stop sign and turn west onto West Beaufort Road. Continue on this road until
it dead ends. Aqua 10 road will be on the left. The site is located along Gallants Channel
and directly east of the NC Maritime Museum "Tall Ships" site.
This project is not located within the Town of Beaufort's Locally Designated Historical
District or The National Register Historical District. The property is 492,663 square feet in
its entirety and is an average of 4' above NHW. The shoreline length for this property is
1200'. The site currently has an abandoned fish house with associated buildings and gravel
and concrete parking and driveways. The high ground portion of the tract is covered with
typical grasses, trees and shrubbery. A portion of the shoreline is stabilized with a concrete
bulkhead. There are fringes of coastal wetlands along the shoreline which consist of
Spartina patens (Salt Meadow Cordgrass) and Spartina alterniflora (Smooth Cordgrass).
The proposed development is a commercial project and currently has no existing slips.
There are commercial properties to the east and west which include the NC Maritime
Museum and the Michael J. Smith Airport. Several new marinas have been proposed and
permitted to the south of this project within Town Creek over the past few years.
The Town of Beaufort's Land Use Plan classifies this property as Developed with all parts
of the AEC classified Conservation. Gallants Channel is not designated as Primary
Nursery Area and is closed to the taking of shellfish. Gallants Channel within this area
carries a water classification of SC and has an average width of 867'. Water depths are an
average of -7.8'nlw in the project area and riparian corridors have been drawn 90° from
the channel and USCOE Federal setback. The project would be a distance of 130' from the
channel edge and 80' from the USACOE Federal setback. No SAVs or shellfish were
observed within the project area.
Field Investigation Report:
Old Seaport Development LLC
Aqua 10
Page 03
10. Proiect Description:
The current proposal is to construct a 10-slip docking facility with all associated dock
components for commercial use.
The applicants are proposing to construct a pier with platform, finger piers and tie pilings
with 10 permanent slips. The pier would be partially fixed and partially floating. The fixed
portion would be 6' wide, with a height of three feet above the marsh substrate and would
begin 55' from the east side of the property and extend over high marsh for 52' then over
low marsh for another 90'. It would then extend over open water for approximately 80'
where it would intersect the floating portion of the pier by way of a 4' x 40' gangway. The
floating portion would be 8' wide and would extend over open water for another 116'
where it would intersect a floating t-head platform. The platform would vary in width
depending on location. The widths would range from 8' to a maximum of 21.66'.
The west side of the platform would be located a distance of 100' from the USCOE federal
setback with the east side located a distance of 78'. The docking facility would be 30'
from the riparian corridor on the east side. There would be 10 permanent slips located
within this area. The slips would be numbered 1 to 10 with a total of 4 floating finger piers
(2@ 3' x 30'and 2 @ 4' x 50') and 9 tie pilings within this area. Slips 41 to #4 would be a
width of 14.50' with slip 45 a width of 21.08'. All of the eastern slips (#1-#5) would be a
length of 30'. The western slips (#6-#10) would be a. width of 22' and a length of 50'.
The typical boat using the marina would be 40' mixed types such as sail, charter, yachts
and power boats. The docking facility would prohibit overboard discharge with no
overnight or live aboard dockage. The applicants propose a "No Sewer Discharge" sign on
the western side of the dock entrance. It would be located on high ground adjacent to the
pier access. There would be three parking spaces located on existing impervious to the
north west of the pier and 125' above normal high water.
The width of Gallants Channel is an average of is 867'.The western portion of the pier
would extend 219' into the water body from the edge of the coastal wetlands and the
eastern portion would extend 222' into the water body from the edge of the coastal
wetlands.
11. Anticipated Impacts:
The proposed docks and fingers would shade 3,470 ft2 of estuarine bottom and incorporate
9,180 ft2 of Public Trust open water. The access docks would shade and incorporate 312 ft2
of high marsh and 540 ft' of low marsh. The setting of pilings has the potential to cause a
temporary increase in turbidity during construction. There should be no undue interference
Field Investigation Report:
Old Seaport Development LLC
Aqua 10
Page 04
to navigation due to the fact that all work proposed would be a minimum of 80'from the
USACOE Federal Harbor setback.
Name: Heather Styron Date: 12/13/10 Morehead City
9 NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue
Governor
MEMORANDUM:
TO: DOUG HUGGETT
'0' 1 FROM: HEATHER STYRON a")
THRU: TED TYNDALL
Dee Freeman
Secretary
December 13, 2010
SUBJECT: COMMENTS & RECOMMENDATIONS - CAMA MAJOR PERMIT- OLD
SEAPORT LLC (AQUA 10), 153 AQUA 10 ROAD BEAUFORT
The following are my comments and recommendations regarding the aforementioned proposal. The
proposal is for the construction of a 10 slip docking facility. There would be a total of 10 permanent
slips numbered 1-10, a 21.86' x 91' platform, 9 tie pilings and 4 finger piers located within the slip
areas. All work would be a minimum distance of 80' from the USACOE Federal channel setback. The
width of the floating section would be greater than six feet, however per 7H.0208 (6) (A) could be
permitted if the greater width is necessary for safety or to improve public use access.
The proposed work is consistent with 15A NCAC 7H.0208 therefore the Morehead City District Office
recommends the project be authorized as proposed on plats dated received November 24, 2010,
contingent upon all applicable general conditions and the following standard conditions:
• The number of slips shall not exceed 10 as shown in the application and plat dated received
11/24/10.
• The length of the proposed docks and fingers shall not exceed the distance as shown on the plats.
• No work shall hinder navigation in any way.
• The docking facility shall not exceed a'/4 of the distance of the water body as shown on plats
dated 11/24/10.
Cc: Ted Tyndall, DCM
Dave Timpy, COE
400 Commerce Ave,, Morehead City, NC 28557
Phone: 252-808-28081 FAX: 252-247-3330 Internet: www,nccoastalmanagetnent.net
An Equal opportunity 1 Affirmative Action Employer
James H. Gregson
Director
NhCarolina
onrt
;Vaturally
DO NIP-1
APPLICAiIONfor
201 0 10 4 6
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicant/ Landowner Information
Business Name
Old Seaport Development Llc Project Name (if applicable)
Aqua 10 Marina
Applicant 1: First Name
Douglas MI Last Name
Brady
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
5113-B Highway 70 West PO Box City
Morehead City state
NC
ZIP
28557 Country
USA Phone No.
252 - 241 - 2780 ext. FAX No.
Street Address (if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
Stroud Engineering, Pa
Agent/ Contractor 1: First Name MI Last Name
Ronald D. Cullipher
Agent/ Contractor 2: First Name MI Last Name
David W Gambardella
Mailing Address PO Box City State
151A Highway 24 Morehead City NC
ZIP Phone No. 1 Phone No. 2
28557 252 - 247 - 747 9 ext. ext.
FAX No. Contractor #
252 247 4098
Street Address (if different from above) City State ZIP
Email
I Ii?°, - 91???1.3
t
<Form continues on back>
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 153 Aqua 10 Rd
Subdivision Name City State Zip
Beaufort NC 28516-
Phone No. Lot No. (s) (if many, attach additional page with list)
- ext. 1, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Whiteoak Gallants Channel
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.
Beaufort, NC
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1200 ft 492,663.6
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
11.31 ac, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 4 ®NHW or ?NWL
e. Vegetation on tract
Cedar and live oak trees, grass, marsh, coastal scrub
f. Man-made features and uses now on tract
Abandoned fish house and associated buildings, gravel and concrete parking and driveway
g. Identify and describe the existing land uses adjacent to the proposed project site.
Adjacent uses include the Michael J. Smith Airport, and the NC Maritime Museum Auxiliary site.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
B-3 (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?
<Form continues on next page>
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
o. Describe existing drinking water supply source.
Onsite Well
p. Describe existing storm water management or treatment systems.
None Existing
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.
10 Slip Marina
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.
Standard Marine Construction, Barge, Excavator, Backhoe all stored onsite
d. List all development activities you propose.
One 6 foot wide walkway accessing an 8 foot wide floating dock with five 30 foot boatslips and five 50 foot boatslips.
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? 0 ®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.
None existing, None proposed
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ®NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
a r 3m A
2!- 2 8fo 2 :1 0
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. AdditionalInformation
In addition to this completed application form, (MP-1) the following items below, if applicable, most be submitted in order for the application
package to be complete. Items (a) - (0 are always applicable to any major development application. Please consult the application'
instruction booklet on how to properly prepare the required items below.
?L
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 BEAUFORT-MOREHEAD ARPT RUTH Phone No. 252-728-1928
Address PO BOX 875 BEAUFORT, NC 28516
Name STATE OF NORTH CAROLINA: C/O STATE PROPERTY OFFICE Phone No.
Address 1321 MAIL SERVICE CENTER, RALEIGH, NC 27699
Name i 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.
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 Tt-24412_ t Print Name David Gambardella (Agent)
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
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
a. (i) Is the docking facility/marina:
®Commercial ?Public/Government []Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 2 (1 FIXED, 1 FLOATING)
(iii) Length 222' (FIXED), 116' FLOATING
(iv) Width 6' (FIXED), 8' (FLOATING)
(v) Floating ®Yes ?No
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 1
(iii) Length 88'
(iv) Width 16.50 MAX
(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
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: 40'
m. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of tie pilings?
9
[]This section not applicable
b. (i) Will the facility be open to the general public?
?Yes NNo
d. (i) Are Finger Piers included? ®Yes ?No
If yes:
(ii) Number 4
(iii) Length 30' (TWO), 50' (TWO)
(iv) Width
(v) Floating ®Yes ?No
f. (i) Are Boatlifts included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 10
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open Runabout, Sailboats, Power Boats
1. (i) Will the facility be open to the general public?
?Yes ®No
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: Location: N/A
? Showers
? Boatholding tank pumpout; Give type and location: N/A
b. Describe treatment type and disposal location for all sanitary wastewater.
No Bathrooms Onsite
C. Describe the disposal of solid waste, fish offal and trash.
Trashcans located in parking area
d. How will overboard discharge of sewage from boats be controlled?
No Sewer Discharge Allowed
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
1 at Main Dock
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
No Maintenance Allowed
g. Where will residue from vessel maintenance be disposed of?
N/A
h- Give the number of channel markers and "No Wake" signs proposed. 0
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
No Fuel Onsite
j. What will be the marina policy on overnight and live-aboard dockage?
No Live Aboards Allowed
k. Describe design measures that promote boat basin flushing?
N/A
1. 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?
?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.
ECW 800 sf ?SAV ?SB
?WL ?None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ENo
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 ?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
F5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from N11W, NvvL, or weuanas
MOORING PILINGS and BUOYS ®This section not applicabi
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.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
i
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
30 ft to the Southeast; 950 ft to the Northwest
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
800-900 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.
b. Proximity of structure(s) to adjacent docking facilities
353'
d. Water depth at waterward end of structure at NLW or NWL
-13 NLW
8. OTHER ®This section not applicable
a. Give complete description:
11-23-10
Date
Aqua 10 Marina
Project Name
David Gambardella (Agent)
Applic
Applicant Signature
STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
(252) 247-7479
November 24, 2010
Heather Styron
Morehead City DCM
400 Commerce Ave.
Morehead City, NC 28557
RE: Aqua 10 Marina Major CAMA Narrative
Old Seaport Development LLC would like to construct a 10 slip dock located on Aqua 10
road at the end of West Beaufort Road in Beaufort, NC. The project includes a 6 foot wooden
walkway accessing an 8 foot wide floating dock via a gangway. The dock will include five 50
foot wetslips and five 30 foot wetslips for a total of ten. There will be two 50 foot finger piers and
two 30 foot finger piers constructed. The floating platform located at the waterward end of the
structure will be approximately 91 feet long by 21 feet at its widest point. The dockage is being
proposed in -7.70 NLW depths at its shallowest point. No dredging will be required. Overboard
sewage discharge, maintenance, and fueling will not be permitted onsite.
No upland development is planned for the site. Parking will be accomplished by utilizing
the existing gravel and concrete available.
David Gambardella
V
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
(252) 756-9352 (910) 815-0775 (252) 247-7479
t i
NJS A[RPCRT e
i a m
n m
°a Fcy a
0
s v
SITE U
2 4r
i °0~ \ W atb GALLANTS CHANNEL ~ ~ ~ SS°p?~
pg.3S> f
f? p~.1
F~q g rTpT
~ N/F MICHA ~ / Ds N/F ttICHAEI J. SMITH AIRPORT OB. 808 PG. 559
I1 / / S9~i~J)
0 4~p+t ~ q~~ WETLANDS
p® AREAS WETLANDS a.t~a.
AREAS .~r.,...... .
m ~ " . .v, USAGE JURISDICTIONAL ~ k WETLANDS LINE
/ vT~/ vkkkk ka va \ ~ qB / f~(. e k k k k k k k k k ` v Q e v
~ / / ''4)~ k k k k k k k k k Ic k k k k 4~k k" v f66°
TONN CREEK / ~ F'®® k k k k k k k k k k k k k k '~k k k Sqs?'S~
/ ` k k k k k k k k k k k k ~'k k k~ 'v"a 29 F v~ k k k k k k k k k k 1Q k k k e•• K15AfE x404`
p~~ ~ J'y` a k k k k k k k k k~ k k k k¢ `.~T~d~~'"..ti..a P~ / ~`;p k< e k k k k k k k k,4, k k k k k kv" " v v v" a x. v a v. v. Q
Q.` / S~ k k k k k~k k k k k k k k k k k k k k k k k '""v ` t k k < k k k k k k k k k k k k k k~ k~ k k k k k
Di k k k k k k k k k k k k k k k k Oy. k k k \T~'~ k ` ~f 1
HIGHWAY TG / 10 k k k ''c k k k k k k k k k k k k k k k k k k - / NyI.~ k k k k k k k k k k k k k k k k k k k k k k k k k k k v - ~Y,b ~ OI~
°ulgy / 4 k k k k k k k k k k k k ~0 k k k k k k k k k k<< k / v /
/ k k k k k k k k k k k k k k k k k ®k k k k k . / ®n k k k k k k k k k k k k k k k k k k k k ~ k ~ . NCGSA~N
B VICINITY MAP. BEAUFORT, NC kk kkkkkkkkk > ,~e®°®
o',, kkkk E%. GRavEL . m ® DRIVE m,. k F ' ~"'"P ~lGftOU~D~ 1662.38
u NT .Z6 yp,T
~ ~y ~ k e ~p `
1 e po° 0
s( ~ aaav (F ~ as ~p9,,b S60,p?~S
tir E%tSTiNG ,~<,k Ne JUk ~c ~l<ye LC "'.EXISTING GRAVEL ` USAC ` USACE 404 4 w 0 \
Cy4 ~ ~ ~ ~ ~ GRAYE'L WETL wETLaNDS ~ N ~ °
cql ~tiF ~ ~ ~ ~ ~ ~
~9 ~ I~~ ~ N ~q( yql, r1' ~k~ ,vv<~ ,k~~ ~ EXTSTINO o m N a1 d `A1. e ® °
( ti ~ ~ ~ 4 4 ~ 4< CpNCTtE.TE. e ~~.Ds ` ~ ®
~9( s Fay ~ ~ y~ , ' ~ A° • ~ ° 0
C4 yrs 9~ti ~ ~ ~ ~ y ,k o o ' ~ s O `e e ` ®0\ `e e • 0'
oy c \ r ti ® 00
1P \ ~.4, ~k ileik Jc •-y 1c a yeve sic a'e > a Ch (n \ 3c 1< a4 ~It ~k .S''~`t ~ ]4 ycie ..it a'f.•Y JL~ D DJ ~ ~ f~V o ` ^°a. ® °
4y ~ ~ u x ~ ~ ~ X0,0 'Y~. CF \ ~u ~x ~ Tip EXIST'IPIG: °ryhti °
( - GAAYEL' h hA JF \ ~ 4~ eh*~ rB \ ~ ~ x
4~ \ ° e •®m
\ ~x \ \ p/S `p 10~, e r'~
\ T \ \ gNOF PROPOSED " ati ' e / e ® °
\ \ \ ` PARKING t3 SPACESf , ti
\ NF ~ 0 h \ ~ PROPOSED , N/F STATE OF NORTH / ~f STATE OF NORTH CAROLINA e\ °
\ \ ~ ~ y<,k` 6 FT FIXED a OB° 802 PG. \ ~ * ~ ~ ~ ~ ~ ~ ' ` WOOD WALKWAY °,y OB. 802 PG. 480 0 °/®o e`
\ ~ ,k,k x ~ ~ ~ yh USAGE 404 \ ~ ~ x ~ ~ ~ ~ ~ h WETLANDS
y,~'~`,~ \ ~ ~~~k~~ k USAGE JURISDICTIONAL
~ \ \ \ ~ ~ ~ ~ ~ ~ x k kkk WETLANDS LINE , ° o /
]~G ]IG \ \ , we ~ ~ '~c k k k r ` e ® s'
y~ PROPOSED ~Ic ~Ic ~Ic ~ ~ k 9~, \ \ GANGWAY ~ ~ ~~Ie~W.ale~~ie~ ' \ ~ ~ ~ x ~ k
\ \ ~y x~
~yk~~~~~~ \ PRDPDSED ~ ~ ~ ~~y~~~~y~ \ \ AFT WIDE ~ ~ ~ ~ \ FLOATlNC DOCK ~ ~ ~ F ~ ` ~
~J.~Ic~al2~y~k. ~ \ e s
°
.~Ic yc y~lc \ 8 9 . ~ \ ° ~ oe °t oe
yyr... EXTRAPOLATED ,y.'. \ \ ~ 7 ~ 'S
\ EDGE DF MARSH 1 ~
.~k yyc .yc \ \ \ 2 ~ ~ ~ \ , A
yc .v~ic .~c 3 b' \4 W~c~Jc . ~ \ / , ®i ~ 1
~y~~.ilc \ ~ ~
y~yc ` \ . / e ' ' ie i
y~ V° i ~
y \ ~ ~ . \ \
gyp' ~ 0. \ ~ \ ~ \ ~ , I
. \ ~ .~~1 1 CHANNEL ~ MARKER ut2 -
\ ••I \ \ 0
s APPRO%tMATE LOCATION OF ~ ADJACENT DOCKAGE TAKEN 1 ~ Q , ®e
' \ 9 FRM ARTRT Y \ Z O C E E COUNT GIS ,y,~~,~ \ ~'F 8 MOFFATT d NICHOL PLAN ~ ~ y~ ~ ~ 9p,•' \ \ ~ SHEET 4 OF 9 GALLANTS CHANNEL O I ® P.. ` Y'm..
y~'~`~'~`.~Y~`~'~`~.,~ , ~Z WATERFRONT Ay LOCATED IN ~ ~ ~ ~ ~ 6 . F MOREHEAD CtT DCM HEADQUARTERS
~ ~ r
~ ' sic W~ ~ W~ \ • \ \ / /
Jc V~~It yt v..Jt Jc 1, • A
.ilc .~Ic ~ ~c ~ ( / /
lI Q' ' ! G`c'~'G~f ~~~u~tl ~ m ~ ~ ®
! f
/ ~It~~cy~J~c~.~~ ~It~yc : I ~L~ ~Ic ~LJc ~Ic ~L~ al< .L~ic ~It I / r ~ o ~ ~~Pc
'~`y,~'~`,~"`y~'~` COASTAL MARSH BELOW NHW ~ ~ ~ ~ : , ~ ( / e e
\ I • ?3 ~
~ ~ OASTAL MARSH ABOVE NHW ~~~y ~ \ I ! ! \ \ /
W vL •Y •L \ ~ I / \ k. W .404 USAGE JURISDICTIONAL MARSH I \ \ / \ ~m~
~ ~ i \ REVISIONS.')
I I / \ v o a c v a \ ! i GALLANTS CHANNEL \ XISTING CONCRETE USAGE WaYPOiNT 11 / E I ; \i \
aBANDONED ~ LONG. 7344031360388 N0. BY DATE DESCRIPTION
BARGE - 1 ~ x 2700330.6 \ \ EXISTING GRAVEL EXTRAPOLATED ~ Y 364354.0 EDGE OF MARSH ; ~ I \ \ 1 DWG 12•l3.10 REV.r/4 OrST,UNE
\ I . ~ ~ \
EXISTING BUILDINGS I \ I ~ \
\ i ~ \ 1 /4 Q I S ANCE LINE ABANDONED \ i •
NT R NE OF CHANNEL BARGE ~ CE ELI ~ I ! ~ ~ ~
, PROP LINES ~ I ~ PROPOSED OVERALL MAR]NA PLAN
_ T NG WATER DEPTH ~~~~~~~~w~~ ~y~~ 1 .7 o E X I S l ~ ~~~~~~~y~~~~y~~ \ : I ~
AT NlW .v~~~~~~~ Yw~~~~y~~ \ AtJA 10 M~.INA
~Ic~~YJc~ yW~Y~~~~~~~ I I •
~ ~~~~~y~~~~~ ~ I I • al[ Jc ~LJc ~ y:lt \
~Ic Jc yG Jc ( ~ . AEC AREA OF ENVIRONMENTAL CONCERN y,~ y,~ ~ EX EXISTING ~~~~~~~~y I BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
EMB EMBEDMENT I MIN MINIMUM ~.~k~~'~`y~'~`~ ~ ~ , CLIENT: OLD SEAPORT DEVELOPMENT LLC DESIGNED:
TYP TYPICAL ~ ~ ~ ° NTS NOT TO SCALE I I DWG
NHW NORMAL HIGH WATER y CHANNEL ( ; NLW NORMAL LOW WATER
MARKER 1114 I MW MONITORING WELL R/W RIGHT OF WAY ~ ~ G . e~iy~ooP~ ADDRESS: 5113-8 HWY 70 WEST DRAWN: ° b FOR SURVEYING ONLY ®>°°`~N cap'''%, MOREHEAD CITY, NC 28557 DWG
W PP Y W ~ C ~ ELL SU L ELL loN 9 ',..,..e''~~~ I®'• PHONE : (252) 241-2780 CHECKED:
I ~ -
I 00 b0 0 100 200 "R SEAL so Fa. N,y;' RDC
Hill L•G396 0 : * : a SEAL jAN 5~' IJ ENGINEERING P.A. APPROVED :
w1am :7 m e 13343 e ; !
' u 0 s,~~ d °4 151A HIGHWAY 24 RDC Ay U~sr~~e~ ®®.,~2P *GINE;~14REHEAD CITY, N.C. 28557 DATE :
SHEET #1 OF 2 SCALE: 1 = 100r *80 <tP A, 247-7479 LICENSE NO. C-0647 11-23-10
PROJECT PM1070-3
DESIGN FILE PM1070-3 CAMA-DGN SCALE:
ALD D. CULLIPHER P.E. 1 " = 100'
S t 221.81 148.40
NJS AIRPpIT XISTlNG GRADE
~ IXED W000 ~ OOCK t-f IXED W000 AINTAIN OOCX 36" CLEARANCE
~ Adz n OVER MARSH ANGWAY
m o
a z a_
5lTE ~ U NHW EL 3. t0 NLw EL a.oa
A2 U
Z " NLw EL 13.00
t~ GALLANTS CHANNEL C
J i \
1 DOCK PROFILE
NTs
t l U.I
T / EX. GRA' Q4 ~ ~ ~ - ~ ~ DRIVE ~EX. GRAVEL DRIVE STRINGERS 6'
f 1 r
e/ 1
k o~``/ AIL ~JG ~G ~ SIG ~34 ~
~ ~ .~~GG ~G ~G ~G ~L L38
«.,.w. ~•<< VG ~ JAG ~G SIG JAG SIG TOMN CREEK L 7 ~ ~ - - ~ - ~ - ~ , ~ ~L ~L~G ~G ~~C ~G ~~C. SIG s G ~ - - ~ ~ , '
L36 p~~ TREATED TIMOEA PILES
' ~G AIL VG J~GJG ~IGJG JAG _ ~ h~ ~ ~ ~ ~ ~ ~ ~ . 1
L35 E%. GRAVEL.
JAG ~ ~ JAG ~G ~ SIG ~G EX: GRAVEL ~ ~ ~ EX. BUILDING GRAVEL
*%y
G C FIXED DOCK SECTION A2
• SIG ~ SIG AIL. VICINITY MAP. BEAUFORT4 NC ~ SCALE: NTS
1 o
-0.1
~ 0 EX. GRAVEL.
-0.3
~ 0 3 ` °
O ~ ~ ~ ~ ~ ~ ~ ~ EX, ~£DNCRETE' p
-0.4 i SIG ~~G SIG ~~G SIC ~L~IG ~G ~/_1G ~G ~ ° 0
D
o ~ SITE NOTES
e D D o a ti
~~I~. ~ ~ ~ ~ ~ ~ ° p p PROPERTY AREA =11.31 ACRES
p o ° p 4 p D k
a - Q _ , ~ ~~It. ~ ~ ~ ~ ~ , E%. BUILDING BUILOINC _ EXISTING I MPERV I OUS= 129, 297 SF t 26.24%l
0 -0.2 L3 ~ ° Q ~ 4 -G6 `~`I,, ~ ° SEX. CONCRETE ~
W_ D D . ~ D
0 ~ p p a NO NEW IMPERVIOUS PROPQSED
-1.9 0 ~ SIG AIL SIG SIG ~ ~ - ~C JAG ~G ~G ~G SIG L3 D p -0.3 ~ ~J~ ~ ~J~ ~I ~ ~ ~ ~ o ~ a ~ TOTAL PARKING = 3 SPACES
..6 D a ~ ~p~p TOTAL WET$L IPS = 10 SLIPS
SIG ~ ~ SIG ~ SIG ~ ~ ~1C. ~ ~ AIL ~G13 D ~ } D F ~e
~I~ ~ ~ ~ ~ ~ ~ y ° D EX.,GRAVEL I i L29 p ~Mh
o ~ 1 -o. a 0 ~ Svc ~ J~ ~ ~ ~ ` ' o
-0.3 L2 t k
~ ~ ~ ~ ~ ~
0 0 -z.0 -1.0
o 1 k
-1.4 ~ v ,~P
0 0 ~ ~ Lz7 s ,~0
0 -10.60 -0.2 , -13.10 ` o °sA°E 404 LEGEND WETLANDS NHW TA6LE
O O L25 L26 -1 .6 -1.1 ~ PARKING k (t ,
7~9.Q 124 ~ Lt U7 ~ L1 2.24 N29°39'56"W ~
~Sr 0 ~ P3°sPnc I AHDF -3. o ~ Lz3 Lt4 ` ES ,1 k n~° L2 8.03 562° 14' 10"W '~`'~~'~`~c'~`~ ~ COASTAL MARSH BELOW NHW V L3 9.86 865°52'42"W
~ ~ -2.4 NNE L20 t e ~NF -4.6 Lzi - k k ~ L4 10.77 835°48'58"W ti ~ L5 12.89 N74°06'34"W ~ `I' COASTAL MARSH ABOVE NHW
\ o ~ \ -1 U.00 3.4 L22 ~LtS L6 16.30 N25°02'25"W
~ 0 0 O 0 9\ --14.40 -4.3 ~ ~ ~ 'c o L7 49.16 N44°14'31"W ~ L9 18.50 N46°25'26"W ~ m W.i.y w W ~ 404 USACE JURISDICTIONAL MARSH
0\ Li , fTW ~ ~ p NO SEWER L90 29.62 N40° 59' 13 "w
\ ~ ~ ~ 'c 16~00DENINALK1tlAY I~fNTAIN 3fi -5.50 ~ ~ ~ U OV MARSH USAGE 404 L11 4.08 N43°02`15"W ° ° ti DISCHARGE L1z 8.43 No4°33'47"w EXISTING CONCRETE
\ ~ ~ ~ ~ ~ ~ ' Lt2 ~ WETLANDS ° L13 13.61 N65°37'07"W N/F STATE OF NORTH CAROLINA L14 16.2$ N44°57'01"W ~ EXISTING GRAVEL
\ -8.40 NO SEWER iSCHARGE Lit SIGN LOCA ~n~ De. eaz Pc. 4ao 1.15 13.96 N46°56'42"w
' 2~ \ 0 ~ ~ ~ AT ENTRANC ' o ` -1.4 \ -10.90 ~ ~ ~ ~~t ~0 A 116 18.92 N25°41'05"W L17 8.27 Nfi3°22'23"W ~l_L.LL_/-C] EXISTING BUILDENGS
\ 0 ~ ~ ° ® L18 1.30 533°05'22"W L19 19.84 871°47'05"W
\ -3.0 AIL. SL 1V. SIG \ 0 ~ ~c L Ic L. L20 17.34 871°33'54"W L2t 19.94 872°18'36"W
\ 0 ~ ~ L22 23.16 873°26'00"W
\ -4.90 - - ~ - k iL \ 4 ~ k e L23 24.22 N35°00'55"W - - - - i/4 DISTANCE LINE L24 7.42 N32°37'09"E
L25 6.12 N33°44'31"E CENTERLINE OF CHANNEL ~ TOP OF L26 11.59 N35°54'40"E ~ ~s FLOATING L27 33.17 N35°17'29"E PROP LINES
-8.60 u ~ ~ ~ ~G ~ ~ 1G °~v DOCK L28 31.08 N17e20~55~~W _1•la EXISTING WATER DEPTH
\ ~ ~ ~ ~ 'L ~L ~ ~ USAC J) 9F~ L29 12.61 N13 14 07 W AT NLW usacE L30 12.83 N17°14'03"W
i k ~ E \ \ U ~ Lt JURIS01( SIG ~ ~G ~ SIG WETLAND'. JURISDICTIONAL L31 11.07 N6t°12'43"W WETLANDS L32 69.48 N46°Ot'40"W
_ i k •,~a \ -1.3 ~ ~ ~ ~ ~ ~ LINE LINE MAR 1 NA S 1 GNAGE L34 30.'319 N18°3'31 "W
-12.90 0 ~G ~,i ~ -2.7 ~ JAG JAG ~ ~ ~ L35 25.25 N15°23'04"W AEC AREA OF ENVIRONMENTAL CONCERN
L3 . 0 ~ ~ L6 p, SCALE: NOT TO SCALE L36 19.29 N23°51'14"W EMB EMBEDMENT L37 10.11 N66e56'07"W MIN MINIMUM
\ \ ~ 5 L4 GT SGT L38 10.77 N35 47'06"W L39 7.11 N07°12'38"E TYP TYPICAL
V ~ g _ ~ ~ ~ ~ ~ ~ ~ / NHW NORMA~ HICHEWATER
'2 2 -6.20 - SIG SIG ~ti ~ ~i~ NLW NORMAL LOW WATER MW MONITORING WELL
~ - T R/W RIGHT OF WAY WELL SUPPLY WELL
0 ~ \ ~ o ~ y/ -7.70 0 PROPOSED
4 FT WIDE ~ , / ' ~ _u ~ ~ ~ GANGWAY _1 3 /
~ ~ ~
~ ~ -3 9 ~ ~ \ qyT QO ~ /
J' Cy 40 10 ~ -7.70 / REVISIONS:
~ ~ ~9 41'1. \ 00 \ ~ /
SF ~ g 9.20 / Na 8Y DATE DESCRIPTION I OWG t2.19.10 REV,lI4 DlST.UNE
~ e4C ~ 00 ~ S~ Ci ~ 9( ¢ '00 -9.20 /
yf a ~ /
oy a ~ /
'9 4y ~ v° ~ / ~
F 9 ' ~ ~ -12. 0
C4 F 0 6 7 2, 70 ~ Do a. \ 0' ~ ~ / \ 0 h MARINA PLAN
4yj ~ i ~ ~ / sC ~ ~ S / ~ -2.3
0 ~ ~ y4 ~ ~ 2 a ~ AQUA 10 AI$IN~
~ 3 ~ p / \ ~ y / ~ Q4 \ ~ P• -1 \ / ~
( 4 ~ q ~ 0 00 (4 ~ \ h ~ BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
CHANNEL ~y ~ 5 ~ / CLIENT: OLD SEAPORT DEVELOPMENT LLC DESIGNED;
MARKER nit 4y a ~ ? ph / 9 yF ' ~ , o ~ / 0 DWG
y ( ~ s r~`O / /\a~ (O ~ -10.70 ADDRESS: 5113-8 HWY 70 WEST DRAWN:
~ ~ / ~a AR ~---j `,,+•~1""'PenF,P MOREHEAD C 1 TY, NC 28557 DWG
~ 00 / `Qp -10.70
~ ~ , / 0 0~~~ ,r FOR SURVEYING ONLY ,>'`,p~:~.~,:C~~Qf~~°~. PHONE: (252) 241-27x0 CHECKED:
-11 ° 40 20 0 40 80 RDC
S ',r = * ® SZAI rs STROU ENGINEERING, P.A. APPROVED: 13343 r*= R D C
\ ® 1 = 40 151A HIGHWAY 24
#R OF 2 SCALE: SHEET p2~~SU`''`~w sat°•.~HG ~Q,•,•'~~,q' MOREHEAD CITY, N.C. 28557 DATE: /p A Cps '.,o••.rN„••~`Q~`.• 2) 247 74791 LICENSE NO. C-0647 11-23-10
PROJECT PM1070-3
DESIGN FILE PM1070-3 CAMA.DGN 0 SCALE:
RONALD D. f'LIPHE P.E. 1 " = 4 0