20091087 Ver 1_CAMA Application_20091014

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October 12, 2009
MEMORANDUM:
TO:
FROM:
SUBJECT
Applicant:
Location:
Cyndi Karoly
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
.09- 1087
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CAMA/DREDGE & FILL Permit Application Review
Core Creek Land Company, Inc.
The project site is located at 329 Core Creek Road, Beaufort, Carteret County.
Proposed Project: The applicant is proposing to construct a 10-slip docking facility, concrete
bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts,
deck, gazebo, boat ramp and perform maintenance excavation.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
11/02/2009. 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.
This agency objects to the project for reasons described in the attached comments.
?JGNED DATE
40 ommerce Ave., Mui al ead City, NC --
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanagement.net North aro Ina.
An Equal Opportunity \ Affirmative Action Employer Naturally
wrajor r-erma ree ocneume
Circle One
DCM % DWQ %
Development Type Fee (14300160143510009316256253) (2430016024351000952341)
I. Private, non-commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $250 100%($250) 0%($0)
II. Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $400 100%($400) 0%($0)
111. 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) 0%($0).
III(C). If General Water Quality
Certification No. 3490 (see
attached) could be applied, but
DCM staff determined that
additional review and written
DWQ concurrence is needed
because of concerns related to
water quality or aquatic life: $400 60%($240) 40%($160)
III(D). If General Water Quality
Certification No. 3490 (see
attached) cannot be applied: $400 60%($240) 40%($160)
IV. Development that involves th
filling and/or excavation of more

than one acre of wetlands and/o L L
open water areas: 60%($285) 40%($190)
Check #?
Amount ? L%
Project
U ;
Name
C?' LS Otx, '
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Core Creek Land Company, Inc.
2. LOCATION OF PROJECT SITE: The project is located adjacent to Core Creek
immediately north of the Highway 101 high-rise bridge at 329 Core Creek Road in
Beaufort, Carteret County.
Photo Index - 2006: 46-8759, grids N-16, N-17, N-18, M-17, M-18;
2000: 46-583, grids K-7, K-8, K-9, L-7, L-8.
State Plane Coordinates - X: 820873.789 Y: 121806.270 Rover #:M100812A
Longitude: -76 4124.34 Latitude: 34 49 33.17
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit-(severab 10/08/08 to 9/17/09
Was Applicant Present -Yes
Photos Taken - Yes
5. PROCESSING PROCEDURE: Application Received - cc: 10/2/09
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification from LUP - Rural with Services/Conservation
(B) AEC(s) Involved: CW, ES, PTA, EW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Septic
Planned - Portable pump-out
(F) Type of Development: Existing - Motel, gravel drive, several misc. buildings,
residence, boat ramp, two docks, bulkhead, and basin
Planned - 10-slip docking facility, concrete bulkhead,
kayak dock, transient fuel dock, parking lot, driveway,
culverts, deck, gazebo, boat ramp, and maintenance
excavation
(G) Estimated Annual Rate of Erosion: unknown
Source - N/A
7. HABITAT DESCRIPTION:
nuFn?Fn FTT.T,F,D TNCORP/SHADED
(A) Shallow Bottom 49,492 ft 2 J 1 1l,350_ft7__JF_
(B) Coastal Wetlands 536 ft 2 1 E 375 ft2 456 ftZ shaded
(C) High Ground L 7,502 ft 2 1 E 41,818 ftZ 1E 6,450 ft2
(D) Open Water 4,837 ftZ shaded
43,786 ft2 incorp
(E) Total Area Disturbed: 151,309 ft2
(F) Primary Nursery Area: No
(G) Water Classification: SA; HQW
Open: Yes (Conditionally Approved)
Field Investigation Report:
Core Creek Land Company, LLC
Page 2
8. Project Summary: The applicant wishes to construct a 10-slip docking facility, concrete
bulkhead, kayak dock, transient fuel dock, parking lot, driveway, culverts, deck, gazebo,
boat ramp, and perform maintenance excavation for commercial use and is applying for a
permit to do so.
9. Narrative Description:
The property is located north of Beaufort, off of NC Highway 101, at 329 Core Creek Road,
Carteret County. This parcel was previously the site of Monroe Johnson Marine Construction.
The project involves two contiguous lots adjacent to Core Creek. The two lots incorporate a 7.7-
acre area. This site is developed with a basin, rip rap ruble and bulkhead along the shoreline; there
is a dock on each lot, a gravel drive, a motel, a boat ramp, several miscellaneous storage buildings,
and a single-family residential structure. The adjacent properties are NCDOT. The property to the
north is the dead end of SR 1475, and the property to the south is the Highway 101 Bridge.
There is 143,399 square feet of gravel driveway & parking area. There is 3,450 square feet of
concrete driveway area. There are 22,720 square feet of total building footprint existing on-site.
This equals a total of 51 % of the tract is covered in impervious surface, and 39 % of the Estuarine
Shoreline Area of Environmental Concern (AEC) is covered with impervious surface.
The average elevation of the high ground of the parcel is +4' above the normal high water level.
Vegetation on this particular tract is mainly consists of lawn grasses, mixed trees and shrubs, and
Coastal Wetlands. This tract has approximately 1,300' of continuous shoreline along Core Creek.
This length includes a basin on the northwest corner of the parcel. Immediate offshore water
depths adjacent to the tract along Core Creek range from about -0.6' to -9' nlw. The subaqueous
substrate in Core Creek is firm with shell. There is an unnamed tributary (UT) that runs along the
eastern property boundary. This 20' wide UT heads south and connects to Core Creek on an
adjacent property. The head of the UT has an 85' long culvert connection to the eastern end of the
boat basin where it exchanges during overflow storm water events. There are Coastal and Section
404 Wetlands within this UT.
Core Creek is approximately 300 feet across at the most constrictive points for this location. These
waters are not classified as a Primary Nursery Area and there is no submerged aquatic vegetation
present. This area is open (conditionally approved) to shellfish harvest and is classified as SA;
HQW waters. There is a defined Federal ICW Channel in the immediate vicinity of the project
area. This Federal Channel edge has an 80' setback.
10. Proposed Development:
The applicant wishes to construct a new 10-slip docking facility, concrete bulkhead, driveway,
culvert installation, deck, gazebo, kayak dock, boat ramp, transient fuel dock, and perform
maintenance excavation within Core Creek at 329 Core Creek Road, Carteret County.
The existing shoreline stabilization will be replaced with 1,264' of new concrete bulkhead. The
Brad Connell October 8, 2009 Morehead City
Field Investigation Report:
Core Creek Land Company, EIJC
Page 3
new bulkhead will be installed F waterward of the existing bulkhead. The new bulkhead will be
10' above the substrate. The new bulkhead will be installed landward of the Coastal Wetlands in
the boat basin and along Core Creek. The eastern side of the boat basin will not be stabilized with
bulkhead and the Coastal W etiands in this area will be avoided.
The proposed maintenance excavation involves the removal 9,407 cubic yards of earthen material
(including coastal wetlands, high ground, and subaqueous substrate). The majority of this
excavation involves the expansion of the existing boat basin. The expansion will involve the
removal of a section of Coastal Wetlands and high ground along the southwest side of the boat
basin. The boat basin will be approximately 210' long and 187' wide. The remaining excavation is
parallel to the Core Creek shoreline, running north and south of the existing boat launching area.
This area of excavation in Core Creek will be 360' long and approximately 33' wide. The average
existing water depth in these areas is -3.5' n1w. The excavation will connect to -8' and -9' nlw
water depths. The spoil will be contained on site near the southeast corner of the parcel. This
existing spoil disposal area is 65' wide and 190' long. This existing spoil area is on high ground at
least 40' landward of the normal high water (nhw) mark of the UT.
The proposed 10-slip docking facility will be located inside of the existing basin. The landward
edge of the entire basin will be bordered by 655' of wooden boardwalk that will be 6' wide. This
boardwalk will be over high ground. The boardwalk will be approximately 4' from the northern
riparian property line. The adjacent riparian property owner (NCDOT) has waived the 15' setback
requirement. There will be a floating pier access into the southwest corner of the basin that will be
5' wide and 115' long. There will be a sewage pump-out station at the waterward terminus of this
floating access pier. The ten slips will be supported by five floating finger piers and twelve
independent tie pilings. Each finger pier will extend perpendicular from the main access
boardwalk and will be 5' wide and 55' long. This facility will accommodate vessels approximately
60' in length. This docking facility will be within l' of the Federal ICW Channel Setback.
The eastern end of the boat basin will support a kayak/canoe launching facility. There will be a
30' by 30' gazebo 10' landward of the basin boardwalk. A 6' wide and 100' long fixed pier will
leave the gazebo, intersect the boardwalk, and then traverse coastal wetlands to reach the waters of
the boat basin. At the waterward terminus of the pier, there will be a "V" shaped floating
platform. Each side of this floating "V" platform will be 5' wide and 16' long.
The existing boat ramp is to be replaced approximately 60' south of the boat basin. This new boat
ramp will be 30' wide and 100' long. The boat ramp will extend 45' waterward into Core Creek.
There are five independent guide pilings proposed that extend from the waterward end of the ramp
to within 1' of the Federal ICW Channel Setback.
Staging support docks are proposed along either side of the ramp. There will be a fixed pier along
the north side of the ramp that will be 6' wide and 75' long. It will connect to a floating 23' long
landing that will then orient northerly for another 78'. There will be a fixed pier along the south
side of the boat ramp that will be 6' wide and 90' long. It will connect to a floating landing 10'
long that then turns south for an additional 43'. There will be a deck connecting to an existing
Brad Connell October 8, 2009 Morehead City
Field Investigation Report:
Core Creek Land Company, LLC
Page 4
office building approximately 30' landward of the boat launching facility. This deck will be 30' by
46'. Both, the gazebo and the deck, will be at least 33' from nhw and over high ground.
There will be a fueling dock approximately 45' to the south of the ramp's southern floating dock.
This dock will run parallel to the bulkhead and extend an average distance of 12' waterward. This
floating dock will be 6' wide and 332' long. This floating dock will have an entrance and exit
gangway at either end of the dock that will connect it to the bulkhead. The fuel terminals are
located on the dock 75' south of the northern end. They will connect to the fuel storage tanks
approximately 85' to the east, landward of the bulkhead.
Included in the new approach to the boat ramp is a 19-space concrete parking lot. Nine of the
parking spaces will be within 30 of the nhw. This new approach and parking lot will be 76' wide
and 159' long. A new driveway will connect the approach, south of the motel, and connect to the
motel parking lot. This new driveway will cross the headwaters of the UT. Two culverts are
proposed, side by side, to support this 20' by 20' driveway crossing. The new concrete driveway
will be 18' wide and 352' long.
The existing upland impervious gravel and storage buildings on the southeastern end of the parcel
will be used as a commercial boatyard. This area will support the storage of approximately 70
vessels. There will be 134,250 square feet of gravel driveway & parking area. There will be
2,249 square feet of concrete driveway area. The 22,720 square feet of total building footprint
existing on-site will remain unchanged. This will equal a total of 48 % of the tract to be covered in
impervious surface, and 32% of the Estuarine Shoreline Area of Environmental Concern (AEC)
will be covered with impervious surface. This will be a reduction of overall impervious surface
and a reduction of impervious surface within the AEC.
This proposal will be a commercial operation. It will utilize the existing water and septic on site.
The storm water will continue to sheet flow across the site.
10. Anticipated Impacts:
This docking facility will extend 55' waterward into a 300' wide waterbody. The new structures
will be about 1' outside of the Federal ICW Channel Setback. The 10-slip docking facility, kayak
launch, ramp piers, and fuel dock will usurp 43,786 ft2 of public trust waters and have 4,837 ft2 of
platform area along 1,300' of shoreline adjacent to Core Creek. The concrete bulkhead will be
installed 1' waterward of the existing bulkhead, requiring the fill of 1,264 square feet of shallow
bottom habitat. The excavation will remove 536 square feet of Coastal Wetlands and the driveway
culverts will fill 375 square feet of Coastal Wetlands. These Coastal Wetland impacts are "low
marsh," predominantly below the nhw. There is no submerged aquatic vegetation (SAV) in the
project area. The excavation will impact approximately 49,492 ft2 of benthic habitat in Core Creek.
This project will impact 55,770 square feet of high ground for the deck, gazebo, new driveway and
parking lot reconfiguration. Storm water will continue to sheet flow across the site. These waters
of Core Creek are classified as SA; HQW waters. These waters are not Primary Nursery Area and
are open (Conditionally Approved) to the harvest of shellfish. Opportunistic shellfish growth has
Brad Connell October 8, 2009 Morehead City
Field Investigation Report:
Core Creek Land Company, LLC
Page 5
been observed along the bulkhead, boat ramp area, and dock pilings
impact 1,350 square feet of shallow bottom.
The new boat ramp will
Brad Connell October 8, 2009 Morehead City
(last revised 12/27106)
North C:aroiina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information . 0 9- 1 0 8 7
Business Name Project Name ( if applicable)
r
Core Creek Land Co Inc Adams Creek Marina

+- {
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Applicant 1: First Name MI Last Name -
O C T 4 2009
Richard Collette
Applicant 2: First Name MI Last Name DENR-WATE AL
WETLANDS AND STOR!#VcWER BRANCH
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
303 Island Dr Beaufort NC
ZIP Country Phone No. FAX No.
28516 USA 252 - 728 - 7024 ext. -
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
[e-mail]
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For m CC'is i\/,P--' 'Page ? cc ?)

Major Cevelopmer Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Carteret 329 Core Creek Rd SR1475
Subdivision Name City State Zip
Beaufort NC 28516 -
Phone No. Lot No. (s) (if many, attach additional page with list)
- - ext.
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Whiteoak Core Creek
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
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1300 FT 335,239 SF
c. Size of individual lot(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) 4 ®NHW or ?NWL
e. Vegetation on tract
Trees, Coastal Marsh, Grass
f. Man-made features and uses now on tract
Old boat ramp, Floating docks, Hotel, Graveled Boat Storage, Office, Sheds, Cottage, Boat Basin.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Existing land uses adjacent to the tract are residential. Across the Highway 101 right of way to the south the use is
Commercial. NCDOT Right of Ways on both sides.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
B-2 (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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orm I C1/I ivlP ;Page 3 o+
.AP'P C,A"2CN 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.
On site septic
o. Describe existing drinking water supply source.
Onsite wells
p. Describe existing storm water management or treatment systems. v
Sheet flow to Grassed swales
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.
Construct 10 Slip floating dock Commercial Marina with new ramp for boat launching. Portable Pumpout will also be made
available. A new bulkhead will be installed and the existing basin will be expanded and dredged to approximately 8 ft at
NLK The boat ramp will be dredged deeper and replaced. The shoreline will be dredged in the existing areas of dockage
adjacent to the existing sheetpile. A 30'x 30' deck will be provided within the 75' AEC. 6 ft wide walkways will be provided
from the deck to access the floating slips. Fuel will also be provided on-site. A new parking lot and access in front of the boat
ramp will be constructed and culverts w/ road will be installed across the wetlands ditch for access.
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 methodology. Backhoe, Excavator, Jet pump, Barge all stored on site
d. List all development activities you propose.
Mechanical Dredging, 10 slip marina with floating docks, re-construct boat ramp, reconfigure T dock, construct bulkhead,
construct fuel docks and pumpout. Construct 30'x30' deck and 6 ft walkways for access. Remove existing gravel access,
provide new access across wetlands ditch with culverts.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? .96 ?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.
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-orm DCM MIP-1 asg A =-'1
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APPL,C. eGN f or
Major Development Permit
6. Additionai 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) - (0 are always applicable to any major development application. Please consult the applipp6on >
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 NCDOT, Phone No. 252-514-4716
Address 209 S. Glenburnie Rd, New Bern, NC 28560
Name Phone No.
Address
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.
CAMA GP 49766 7/20/2007 Richard Collette; CAMA GP 53385 CAMA GP 49767 7/20/2007 Richard Collette
4116/2009 Richard Collette
CAMA MINOR 429-07 4/16/09 Richard Collette
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 /theCinformation provided in this application is truthful to the best of my knowledge.
Date ?` Z?r / Print Name David Gambardella (AGENT)
_?7:)
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 .. 1-888-4RCOA.ST .. www.nccoastalmanagement.net
Form DC70 NIP-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 reiate 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 210 avg 53' 91-1216'
Width 187' 44' 34' 1 33'
Avg. Existing
Depth -3' NLW -3.5 NLW NA NA -4' NLW
Final Project -8' NLW -9 NLW NA NA -8' NLW
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. Silt and Fine Sand
5000 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.
NCW 536 SF ?SAV NSB 12,582 sf
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
Excavation of small fringe wetlands to allow for existing boat
basin expansion and floating dock placement
d. High-ground excavation in cubic yards.
4407 CY
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
I I
a. Location of disposal area. b. Dimensions of disposal area.
On site in existing dredge spoils area 65'x 190'
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?
On site
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:
f. (i) Does the disposal include any area in the water?
?Yes NNo ?NA
(ii) If yes, how much water area is affected?
252-808-2808 :: 1-888-4RCOAST :: www.nccoastarmanaciement.net revised: 12/26/06
SHORELINE 3TAE1LM4TyCN u i i7is section nor applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: b. Length: 1264'
®Bulkhead ?Riprap ?Breakwater/Sill ?Other: Width: V,
c. Average distance waterward of NHW or NWL: 1' WATERWARD d. Maximum distance waterward of NHW or NWL: -1'
OF NHW (EXISTING BULKHEAD)
e. Type of stabilization material: f. (i) Has there been shoreline erosion during; preceding 12
Concrete months?
?Yes NNo ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill 1300 SF Riprap Sand
Breakwater/Sill Other
i. Source of fill material.
Approved Sand Mine
4. OTHER FILL ACTIVITIES NThis section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouoht to the site? ?Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (5B), or
other wetlands (WL)? If any boxes are checked, provide the
(ii) Amount of material to be placed in the water number of square feet affected.
(iii) Dimensions of fill area ?CW ?SAV ?SB
(iv) Purpose of fill ?WL ?None
(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 b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Silt Fence Backhoe, Excavator, Barge
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
?Yes NNo ?NA site? ?Yes NNo ?NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
170-1c0 9, David Gambardella (AGENT)
Date Applicant Name
Adams Creek Marina LLC
Applicant Signature
Project Name
252-808-2808 :: 1-888-4RCOAST :: wvJw.nccoastalmanagement.net revised: 12126/06
Form 0CM 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 ail other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 1
New Driveway, Gazebo, Boat Launch Approach, Deck
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.
No residential units .96 acres
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 Gravel, concrete
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ?No ?NA
(ii) If yes, list the date submitted: Concurrent with CAMA
Submittal
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.
31.50% (reduced from existing)
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
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.
47.51% (reduced from existing)
j. Describe proposed method of sewage disposal.
Existing septic on site
1. 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).
Surface runoff
(ii) If yes, list the date submitted: Concurrent with CAMA
Submittal
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 :: 1-888-4RCQAST :: www.nccoastalmanaqement.net revised: 12126106
"No Describe proposed drinking water supply source we ii, n. (i) `dti'iil vvaier be impounded? _ s ?u a?dr
community, public system, etc.) (ii) If eyes, how many acres?
Existing Well
o. vVhen was the lot(s) platted and recorded-/
Unknown
p. if proposed development is a subdivision, will additional Utilities be
installed for this upland development?
?Yes ?No ®NA
Vz'IlQg
Date
Adams Creek Marina
Project Name
David Gambardella (AGENT)
Appl' Name
Applicant Signature
252-808-2808 :: 1-888-4RCOAST :: www.nccoastafmanagement.net revised: 12126i06
Form DCM MP-4
"RTE
{Construction within Public Trust Areasi
Attach this form to joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to compete 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
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
b. (i) Will the facility be open to the general public?
®Yes ?No
c. (i) Dock(s) and/or pier(s)
(ii) Number 7 (A,B,C,D,E,F,G,C1,61)
(iii) Length Floating A-330', Fixed B-81', Fixed C-70'
Floating D-117', Boardwalk E-254' Fixed Kayak F-101'
Boardwalk G-375' Floating Cl- 101' Floating 61- 52'
(iv) Width A-6, 13-6', C-6', D-5' E-6', F-5', G-6', C1-6'
61-6'
(v) Floating ®Yes ®No
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 1
(iii) Length 32'
(iv) Width 5'
(v) Floating ®Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
10
(ii) Number of slips existing
3
i. Check the proposed type of siting:
? Land cut and access channel
NOpen water; dredging for basin and/or channel
?Open water; no dredging required
?Other; please describe:
k. Typical boat length: 55'
?This section not applicable
Piers included? ®Yes ?No
5
55'
5'
®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: 70
® Boat ramp(s); number of boat ramps: 1
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Sail Boats, Charter Boats Mixed
1. (i) Will the facility be open to the general public?
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m. (i) wlliii the raciiity have tie piiings? . "es V i lu
ElYes ?No
(ii) if yes number of tie pilings?
17
2. DOCKING FACILITYIMARINA 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: 4; Location: Existing Office and Hotel
® Showers
® Boatholding tank pumpout; Give type and location: Portable Pumpout
b. Describe treatment type and disposal location for all sanitary wastewater.
Onsite Septic
c. Describe the disposal of solid waste, fish offal and trash.
Onsite Trash Cans and Dumpster
d. How will overboard discharge of sewage from boats be controlled?
Marina will be a locked head facility with no sewage discharge allowed. The marina facilities will be equipped with a sewer
pumpout system to promote boater use and minimize discharge of wastewater from boats into the adjacent waters. A locked
head policy will be put in place with strict enforcement action in slip leases to prevent bilge and head discharges. Boat owners
will be required to place dye packs within their pumpout tanks in order to quickly identify any potential leakage. The sewer pump
out will be closely monitored to ensure that it is properly utilized.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
7, One on every dock
(ii) Give the location and number of "Pumpout Available" signs proposed.
7, One on Every dock
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
The marina will implement a stormwater pollution prevention plan, provide containment dikes around bulk liquid storage
containers, store any hazardous materials indoors to prevent stormwater contamination, conduct routine leak and maintenance
checks, provide roofed waste storage, and perform annual analytical monitoring of the site.
g. Where will residue from vessel maintenance be disposed of?
Residue from vessel maintenance will be diposed of with a licensed waste contractor.
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.
Located on Dock A. The marina facilities will be equipped with a new fueling station that utilizes automatic shutoff nozzles and
is designed to be quickly shutoff in the event of an emergency or a spill. Marina staff will be trained in a Spill Contingency Plan.
Fuel absorbent booms and materials, fire extinguishers, and other fuel absorbent materials will be stored near the fueling
station. Procedures for fuel containment will be clearly stated on signs for boat owners.
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j. What vviii be the marina policy on oveinight and iive-aboard dockage?
Overnight Permitted, No Live aboards permitted
k. Describe design measures that promote boat basin flushing?
Limit depth of dredging to depth no deeper than connecting point
1. if this project is an expansion of an existing marina, what types of services are currently provided?
NIA
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.
NCW 15,882 sf ?SAV ®SB 12,582 sf
?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.
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 drioline 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
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a. Is the structure(s):
?Commercial ?Public/Government ?Private/Community
c. Distance to be placed beyond shoreline
,dote: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of bucy (color, inscription, size, anchor, etc.)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
Within 15' riparian buffer. (Waiver will be provided) 150 FT to the North
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
300'
d. Water depth at waterward end of structure at NLW or NWL
8'
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 0This section not applicable
a. Give complete description:
Date
Adams Creek Marina LLC
Project Name
David Gambardella (AGENT)
Applic me
Applicant Signature
252-808-2808 :: 1-888-4RCOAST :: www.ncceastalmanagement.net revised: 12127/06
.mo3
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.
1. BRIDGES ®This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
?Commercial ?Public/Government ?Private/Community
c. Type of bridge (construction material):
d. Water depth at the proposed crossing at NLW or NWL:
e. (i) Will proposed bridge replace an existing bridge? ?Yes ?No f. (i) Will proposed bridge replace an existing culvert? ?Yes ?No
If yes, If yes,
(ii) Length of existing bridge: (ii) Length of existing culvert:
(iii) Width of existing bridge: (iii) Width of existing culvert:
(iv) Navigation clearance underneath existing bridge: (iv) Height of the top of the existing culvert above the NHW or
(v) Will all, or a part of, the existing bridge be removed? NWL:
(Explain) (v) Will all, or a part of, the existing culvert be removed?
(Explain)
9. Length of proposed bridge: h. Width of proposed bridge:
I. Will the proposed bridge affect existing water flow? ?Yes ?No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ?Yes ?No
If yes, explain:
k• Navigation clearance underneath proposed bridge:
1. Have you contacted the U.S. Coast Guard concerning their
approval? ?Yes ?No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? ?Yes ?No
If yes, explain:
2, CULVERTS ?This section not applicable
a. Number of culverts proposed: 2
b. Water body in which the culvert is to be placed:
Cama Jurisdictional Ditch
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c. Type of culvert (construction material):
Concrete
d. (i) Will proposed culvert replace an existing bridge?
?Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f• Length of proposed culvert: 36 LF
h. Height of the top of the proposed culvert above the NHW or NWL.
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ?Yes ®No
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
?Ye''s : ?No
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g. Width of proposed culvert: 24"
i. Depth of culvert to be buried below existing bottom contour.
1'
k. Will the proposed culvert affect existing water flow?
?Yes ®No
If yes, explain:
3. EXCAVATION and FILL ?This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ®Yes ?No
If yes,
(ii) Avg. length of area to be excavated: 16'
(iii) Avg. width of area to be excavated: 25'
(iv) Avg. depth of area to be excavated: 1'
(v) Amount of material to be excavated in cubic yards: 15 cy
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within 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 375 ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
Installation of culvert.
c. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? ?Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaaement.net revised: 10/26106
d. if the placement of the Bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Existing spoils area.
(ii) Dimensions of the spoil disposal area: 192' x 65'
(iii) Do you claim title to the disposal area? ®Yes ?No (if no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ®Yes ?No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic veqetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
?CW ?SAV ?WL ?SB ®None
If any boxes are checked, give dimensions if different from (ii) above. NA
(vi) Does the disposal area include any area below the NHW or NWL? ? ?Yes ®No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any f
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ?Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? ®Yes ?No
If yes,
(ii) Avg. length of area to be filled: 16'
(iii) Avg. width of area to be filled: 25'
(iv) Purpose of fill: For Access Rd
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within 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 100 SF ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ?Yes ®No detour structures? ?Yes ®No
If yes, explain: If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
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C. Will the proposea project require any work channeis?
?Yes iIZNo
If yes, complete Form DGAYI-MP-2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Backhoe Excavator
d. ow wiii excavated or rill material be kept on site and erosion
controlled?
Silt Fence
f. Will wetlands be crossed in transporting equipment to project site?
?Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ?Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
110-Vaq
Date
Adams Creek Marina
Project Name
David Gambardella (AGENT)
Applic ame
Applicant Signature
252-808-2808 :: 1-888-4RCOASY :: www.nccoastaimanagement.net revised: 10/26106
CATNL? Major Permil Narrative
Adams Creek Marina
Property Address:
329 Care Creek Rd
Beaufort, NC 28516
August 20, 2009
Owner:
Adams Creek Marina LLC
303 Island Dr
Beaufort, NC 28516
[phone]
Engineer:
Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
A. Description of Project

This project will include the development of a commercial 10 slip marina with associated
parking to be located onsite. The owner proposes to enlarge, deepen (-8 nlw), and bulkhead the
basin to the north and south. The wetlands area to the east of the basin will be avoided.
Ten 55 foot slips will be constructed along with floating finger piers, a floating kayak
launching dock, and boardwalks around the basin.
The existing boat ramp will be demolished and replaced by a deeper boat ramp that extends
to approximately -9.00 nlw. The boat ramp will be bulkheaded and guide piles will be provided
for launching of boats. The existing floating dock located to the north of the ramp will be
replaced. The existing bulkhead to the south will be replaced and a floating dock will be
constructed along the shoreline. A portable pumpout and fueling will be provided on site. The
fuel tanks will be located outside the 75' AEC but connecting thru to Dock A.
All dredging will be mechanical. Approximately 5,000 cubic yard will be dredged from
below nhw and approximately 4,400 cubic yards will be dredged from high ground to expand the
basin. The dredge spoils will be deposited in the existing spoils area to the south of the site.
The existing driveway to the east of the basin will be removed and a new access will be
provided south of the existing motel. Two culverts will be put in place to cross the CAMA
jurisdictional ditch. A new turnaround and parking lot will be constructed to access the boat
ramp. Proposed impervious surfaces will be reduced from existing amounts.
B. Mitigation
a' r •?? 1 Pr
Dredge spoil disposa..x ;_l stay of any coastal and ' deal --:'„_iands.
• The marina facilities will be equipped with a portable pumpout system to promote boater
use and minimize discharge of wastewater from boats into the adjacent waters. A locked
head policy will be put in place with strict eiiforeenent action in slip leases to prevent
bilge and head discharges. The sewer pump out will be closely monitored to ensure that it
is properly utilized.
• The marina facilities will be equipped with a new fueling station that utilizes automatic
shutoff nozzles and is designed to be quickly shutoff in the event of an emergency or a
spill. Marina staff will be trained in a Spill Contingency Plan. Fuel absorbent booms and
materials, fire extinguishers, and other fuel absorbent materials will be stored near the
fueling station. Procedures for fuel containment will be clearly stated on signs for boat
owners.