20060137 Ver 2_CAMA Application_20100726

D6 -oi37 v?
Beverly Eaves Perdue
Governor
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
James H. Gregson
Director
MEMORANDUM:
July 23, 2010
Q
Dee Freeman
o ( Secretary
?!5 f v
JUL 2 6 2010
TO: Cyndi Karoly, Supervisor ?YAM?,
401 Oversight & Express Permits Unit siRDivision of Water Quality-Surface Water Protection
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA/Dredge & Fill Major Permit Application Review
Applicant: Carolina Marina, Inc. (c/o: Tim Ward)/Carolina Marina & Yacht
Club (MM#02-07)
Project Location: 1512 Burnett Rd., adjacent to the AIWW/Myrtle Grove Sound, just
south of Carolina Beach Inlet, Wilmington, NC, New Hanover Co.
Proposed Project: Applicant proposes to construct a dry-stack storage facility w/associated
marina clubhouse, driveways, parking lots, septic system, storm water
treatment system, pedestrian access pier, and a travel lift pier with fixed
platforms, floating docks, and construction of a bulkhead waterward of the
existing boat ramp
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by August 17, 2010. If you have any questions regarding the proposed
project contact Holley Snider [phone], when appropriate, in-depth comments with
supporting data is 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
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanaaement.net
An Equal Opportunity \ Affirmative Action Employer
North Carolina
Natuniliff
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NANIE: Carolina Marina, Inc. c/o Tim Ward (Major Modification to CANLA, Major 402-07)
2. LOCATION OF PROJECT SITE: 1512 Burnett Road adjacent to the Atlantic Intracoastal Watenvay/Ivlyrtle
Grove Sound, just south of Carolina Beach Inlet, Wilmington, in New Hanover County.
Photo Index-2006: 21-7380 0-18,19, N-19 2000:21-260,0,P-18,19 1995:21-242,N,0-18,19
State Plane Coordinates - X: 712356.264 Y: 36594.261
Latitude: 34°04'28.8210" N Longitude: 77°53'12.63057"W
3
INVESTIGATION TYPE: CAMA/D & F
ROVER FILE # - 0-040912A
4
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 04/09/10, 04/15/10, 05/14/10 06/28/10
Applicant Present - Yes (and agent) No Yes (and agent) No
5. PROCESSING PROCEDURE: Application Received - 02/10/10, completed on 07/14/10
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Resource Protection (Upland), Conservation (Open Water)
(B) AEC(s) Involved: PT, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Septic System
Planned - Additional Septic System
(F) Type of Structures: Existing - Garage/Workshop, driveway, pier, boatlift, boat ramp,
bulkhead and gazebo.
Planned - Dry-stack storage facility with associated marina clubhouse, parking lot,
septic system and stormwater treatment system, pedestrian access pier, and a travel
lift pier with fixed platforms and floating docks.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DRF.DGFn FIT,T,FD OTHER
(A) Vegetated Wetlands 170 sq.ft.
(B) Non-Vegetated Wetlands
(Open water) 324 sq.ft. 10,100 sq.ft.
(incorporated)
(C) Other (High Ground) 117,612 sq.ft.
(D) Total Area Disturbed: 128,206 sq. ft. (2.94 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: "SA" Open: Yes
8. PROJECT SUMMARY: The applicant proposes to construct a dry-stack storage facility with associated marina
clubhouse, driveways, parking lots, septic system, storm water treatment system, pedestrian access pier, and a
travel lift pier with fixed platforms and floating docks. The applicant is also proposing to construct a bulkhead
waterward of the existing boat ramp.
Major Modification to CAMA Major Permit 402-07
Carolina Marina, Inc. c/o Tim Ward
Page 2
9. PRO.IECT DESCRIPTION:
The project site is located at 1512 Burnett Road, adjacent to the Atlantic Intracoastal Waterway/Myrtle Grove
Sound, just south of Carolina Beach Inlet, in New Hanover County. To locate the property from Carolina Beach
Road (NC Highway 421), turn left onto Burnett Road and travel east approximately 0.5 miles. Continue around
the bend and the subject property will be located on the right. The property encompasses approximately 2.87 acres
and averages 7 feet above mean sea level. The project site is bordered by Burnett Road to the west, a single family
residence to the south, community water access area to the north and the Myrtle Grove Sound to the east. The
property has approximately 390 linear feet of shoreline adjacent to Myrtle Grove Sound, that has been stabilized by
a bulkhead. Existing highground structures include a garage/workshop building with an associated driveway and a
gazebo located next to the boatramp. A chain linked fence and concrete/cinder-block wall surround the perimeter
of the property. Water dependent structures that exist at the property include a private boat ramp, a fixed pier with
an L-head platform, and one boatlift. Existing water depths adjacent to these water dependent structures average
approximately -1.5'to -2.5' @ Mean Low Water (MLW). Upland vegetation consists of Oak, ornamental
landscaping and lawn grasses. Water-ward of the existing bulkhead on the southern side of the property is an area
of low marsh consisting primarily of Smooth Cordgrass (Spartina altern flora), which extends approximately 60
feet towards the AIWW/Myrtle Grove Sound.
U.S. Army Corps of Engineers file records indicate that in 1969 Mr. Homer Ward received a federal permit
authorizing the construction of a private bulkhead, boat ramp, fixed pier and platform. On January 14, 1971, a
memorandum by Mr. Thomas L. Linton from the N.C. Department of Conservation and Development states that
Mr. Homer Ward submitted a State Dredge and Fill Permit application on January 11, 1971. However, there is no
record that a State Dredge and Fill Permit was ever issued. New Hanover County issued Mr. Homer Ward a
Special Use Permit in 1971 for a commercial marina at this location. The permit application indicates that the
commercial sale of fuel from the terminal end of the dock occurred during the late 1960's and early 1970's. The
application also indicates that the boat slips were utilized until approximately 1990 and that the boat ramp has
continued to be used, although has not been used commercially in several years. On October 20, 1992, Mr. Homer
Ward received a CAMA General Permit No. 10616-D authorizing a boathouse, catwalk and installation of a
boatlift. On September 9, 2004, the applicant, Mr. Tim Ward received a CAMA General Permit, No. 36899-D
authorizing the construction a new bulkhead two (2) feet waterward of the existing bulkhead at this location. On
January 22, 2007, CAMA Major Permit 902-07 was issued to Carolina Marina and Yacht Club, LLC c/o of Tim
Ward for modifications to the existing pier structure including a boatlift, covered platform and "T-head" floating
dock with fuel services and the construction of a bulkhead, upland facilities including parking lot, clubhouse and
storm water features.
The New Hanover County Land Use Plan classifies the adjacent waters as Conservation, and the adjacent high
ground of the project area as Resource Protection. The waters of the AIWW/Myrtle Grove Sound are classified SA
by the N.C. Division of Water Quality and are designated as a Primary Nursery Area (PNA) by the N.C.
Division of Marine Fisheries and are OPEN to the harvest of shellfish.
10. PROPOSED PROJECT:
The applicant proposes to construct a 200-slip dry-stack storage facility with associated marina clubhouse,
driveways, parking lots, septic system, storm water treatment system, pedestrian access pier, and a travel lift pier
with associated fixed platforms and floating docks. The applicant is also proposing to construct a bulkhead in the
location of the existing boat ramp.
Major Modification to CAMA Major Permit 402-07
Carolina Marina, Inc. c/o Tim Ward
Page 3
Upland development would consist of a 200-slip dry stack storage facility, marina clubhouse/office with an
associated parking lot, septic system and a stormwater treatment system. The proposed dry-stack storage building
would be located on the highground adjacent to the northern property boundary and would measure approximately
290 feet long by 115 feet wide and would be 40 feet tall. The marina clubhouse/office would be located adjacent
to the storage facility and would consist of a 30 feet wide by 50 feet long building with a 10 feet wide by 50 feet
long deck. This building would also have two bathrooms constructed to service the facility. The applicant states
the waste treatment for the clubhouse is authorized by CAMA Major PermiO 02-07 and is proposed to be relocated
landward with this modification. Drawings have not been provided showing the proposed relocation and the
applicant states that the treatment of wastewater would be provided by the private utility company, Aqua North
Carolina. The system currently authorized would be located on the northern side of the clubhouse/office.
Located south of the dry-stack storage building would be an associated parking area consisting of concrete and
pervious pavers, measuring approximately 50 feet wide by 350 feet long. The proposed parking area would
provide 66 parking spaces (three handicapped and sixty-three individual parking spaces). A pervious walkway and
fire access measuring 20 feet wide would connect the parking area to the proposed pier and would be located
outside of the 30' Buffer (see Sheet 5 of 11). Extending from the east side of the proposed dry storage building to
the bulkhead, would be a 24 feet wide by approximately 210 feet long concrete driveway to provide fork lift
service from the building to the waterway. A wooden pedestrian walkway, approximately 8 feet wide and 130 feet
long, is proposed from the walkway and fire access drive to the bulkhead. The applicant is proposing changes to
the stormwater system including infiltration trenches, a rain garden, level spreader, and a vegetative filter (see
Sheet 6 of 10). A modification request to the existing stormwater permit was submitted to the Division of Water
Quality in December 2009 by Stroud Engineering.
A bulkhead, approximately 50 feet in length, is proposed in the location of the existing concrete ramp. The
proposed bulkhead would be aligned along the Normal High Water line of the boat ramp, the concrete ramp would
be removed, and the bulkhead would tie into the existing bulkhead to the north. Additional bulkhead,
approximately 124 linear feet, is proposed approximately 2 feet waterward of the existing bulkhead. The proposed
bulkhead located waterward of the existing wall would extend from the existing boat ramp location, thru Coastal
Wetlands, to the southern property line. As proposed the fork lift pier and associated floating docks would extend
into the waterbody approximately 180 feet and would be aligned along the established pier head line (see Sheet 11
of 11).
The applicant is proposing changes to the water dependant structures by removing the existing fixed pier and boat
ramp, eliminating the authorized fuel dock, and constructing an elevated, wooden forklift pier with adjacent
pedestrian pier and associated platforms. The proposed forklift pier would extend southeast of the existing
bulkhead toward the waterway. The proposed forklift pier would be 24 feet in width and would extend into the
waterbody, approximately 84 feet, where the pier would flare at a 45 degree angle to a platform measuring
approximately 50 -70 feet in length and 71 feet in width. The applicant has proposed the platform to accomodate a
turn-around area for a forklift that would be used to transport vessels from the dry-storage facility to the drop zone.
The drop zone would be located at the terminal end of the forklift platform and would be equipped with two finger
piers and a dockside lift. The proposed dock side lift would be affixed to the terminal end of the forklift platform
and would be utilized in combination with the forklift to lower vessels into the drop zone (see Sheet 7 of 11). A
descripton of the proposed dockside lift can be found at the following website: http://www.mmbhe.com The
applicant states that water depths in the location of the drop zone range from -3.3 feet to -4.3 feet at Mean Low
Water, however site visits conducted by DCM field staff on April 9, 2010, April 15, 2010 and June 28, 2010
observed water depths, in the location of the existing pier, proposed drop zone, and floating docks to be
approximately -2.2 feet to -3.5 feet at Normal Low Water. The applicant is also proposing to install a wave wall at
the eastern end of the forklift pier (see Sheet 11A). The proposed wave wall would consist of horizontal boards
with a minimum of 1 inch spacing between boards. The horizontal boards of the proposed wave wall would extend
Major Modification to CA-NL-k Major Permit #02-07
Carolina TNIarina, Inc. c/o Tim Ward
Page 4
from the decking of the forklift pier to a minimum of 1 foot above the bottom substrate. The applicant is proposing
a pedestrian pier, extending from the bulkhead, on the south side of the proposed wooden forklift pier. The
proposed pedestrian pier would be constructed independently, designed with a 2-foot separation for safety and
would parallel the proposed wooden forklift pier and platform. The pedestrian pier would be 8 feet in width and
approximately 67 feet in length. The pedestrian pier would extend toward the platform, would combine with and
cross over the forklift pier to create pedestrian access piers on both the northern and southern sides of the forklift
platform. The pedestrian access pier on the southern side would connect to a triangular shaped covered attendant
station and continue to parallel the forklift platform for approximately 25 feet. The pedestrian access pier on the
south side of the wooden forklift platform would connect via ramp to a proposed "L-head" floating dock that
would extend to the east approximately 28 feet and to the south approximately 80 feet and would measure 8 feet in
width. The pedestrian access pier on the northern side of the wooden forklift platform would connect via ramp to a
proposed "L-head" floating dock that would extend to the east approximately 18 feet and to the north
approximately 18 feet and would measure 8 feet in width. The proposed floating docks would be used for
temporary tie up for boats awaiting transport to and from the dry storage facility. The proposed floating docks have
been designed with standard foam filled floats beneath the dock and with additional hollow wave attenuating
floatation. As proposed, the floating docks have been designed to provide spacing beneath the floatation and the
bottom substrate. Due to the variation in water depths along the alignment of the floating docks, a minimum
clearance of 9.25 inches between the wave attenuating floatation of the floating dock and the bottom substrate can
be expected atNonnal Low Water (see Sheet 9 of 11).
The proposed pier would extend into a waterbody that measures approximately 728 feet wide, as measured from
the Normal High Water line on the opposite shoreline and the waterward extent of the existing bulkhead. The
proposed fork lift pier and associated floating docks would extend approximately 178 feet. The width of waterbody
was determined in the field by the applicant, consultant and DCM field staff on May 14, 2010. The opposite
shoreline is located on the west side of the North End of Carolina Beach and the south side of Carolina Beach Inlet.
The opposite shoreline has accreted over the last several years and is located within the proposed expansion of the
Inlet Hazard Area of Environmental Concern.
10. ANTICIPATED IMPACTS
Approximately 117,612 square feet of highground area would be disturbed from the construction of the dry
storage facility, clubhouse/office, parking lot, and driveways. The applicant states the proposed highground
structures would create approximately 55,007 square feet of impervious area (approximately 44% coverage). Of
this, approximately 8,200 square feet would be located within the 75 feet Estuarine Shoreline AEC. The
application indicates that this represents approximately 25.5% of the total Estuarine Shoreline AEC. The proposed
bulkhead would result in the filling of approximately 324 square feet of Estuarine Waters and the filling of
approximately 170 square feet of Coastal Wetlands. The proposed fork lift pier, pedestrian pier, associated
platforms and floating docks would incorporate 10,100 sq. ft. of Estuarine Waters and Pubic Trust Area. Minor
increases in turbidity should be expected during construction. The proposed pier would extend approximately 178
feet into a waterbody, which measures approximately 728 feet across. This distance would conform with the 1/4
width rule and the established pier lengths. As proposed, the applicant's proposal would not encroach into the U.S.
Army Corps of Engineers 120-foot setback from the AIWW. The floating docks would potentially provide docking
space for up to 10 vessels, however, the application indicates that only seven (7) temporary tie ups are proposed as
indicated by numbering on the submitted plans.
Submitted by: H.A. Snider Date: 07/21/2010 Office: Wilmington
Request for Major Modification
CAMA Permit #02-07, Carolina Marina
AIWW/Myrtle Grove Sound, New Hanover County
Revised 6/2010
Site Overview: The project site is located at 1512 Burnett Road in southern New Hanover
County. The property is 2.87-acres in size with the front property line abutting Burnett Road and
the rear property line abutting the Atlantic Intracoastal Waterway/ Myrtle Grove Sound. In this
area, waters of Myrtle Grove Sound are classified by the NC Environmental Management
Commission as SA, and are open to the harvest of shellfish. Waters are classified by the NC
Marine Fisheries Commission as Primary Nursery Area (PNA).
Existing Conditions: The site was developed as a commercial marina in the late 1960's and
early 1970's. Development included construction of: a fixed pier and dock, twenty wet slips, a
concrete ramp, dredge and fill, shoreline stabilization, and commercial sale of fuel from the
terminal dock. A 1971 New Hanover County Special Use Permit allowed for the commercial
marina. Various other federal and state permits for improvements to the property were issued
and copies were provided in the original permit application package. Excepting the twenty boat
slips, all water-dependent structures remain on site including the ramp which remains in use at
high tide. The original fuel dispensers have been removed from the terminal dock. Since the
entire shoreline has been historically stabilized, no coastal marsh exists above mean high water.
A single stand of Spartina altern/flora exists waterward of the bulkhead along the southern half of
the shoreline.
Currently Authorized Development (under CAMA Permit # 02-07):
Currently authorized water dependent structures, some of which are not yet constructed on site,
include: (1) the addition of a floating fuel dock (2) a covered, un-enclosed platform for a fuel
attendant at the terminal end of the existing fixed pier (3) four transient slips at the fuel dock and
one permanent wet slip (4) launch and retrieval at the existing ramp. Currently authorized upland
development, some of which is not yet constructed, includes: (1) improved parking (2) one
clubhouse containing two bathrooms and (3) a one-story office building adjacent to the
clubhouse. Installation of state-approved stormwater management features are approved under
SW8 040103.
Currently Requested Changes:
The permittee requests to remove the fixed pier, fuel dock, and existing ramp and to construct an
elevated, wooden forklift pier with adjacent pedestrian pier. Both piers would be slatted wood
decking to allow sunlight and rain to flow through the structure. The bottom of the piers will be
approximately 4.5' above mean high water (final top of bulkhead at forklift drive is +6' MSL, MHW
= 1.45' MSL).
The forklift pier would be 24'-wide at the bulkhead and would extend to 71'-wide,at the terminal
end where two drop zones and one dockside lift are located. The width of the forklift pier is
minimized at 24'-wide at the landward end, but additional width is needed at the terminal end to
create safe launch/retrieval and turn-around areas. The design reflects several modifications
since the initial submittal of this modification request in January 2010 and places the structure
landward of the'/-width of the waterbody limit as required by CAMA use standards. The
waterbody width is defined as normal high water at the bulkhead on the subject property and by
elevation on the eastern side of the AIWW (determined by registered land surveyors at Stroud
Engineering, Wilmington, NC). Total square footage of the structure has not increased above
that originally submitted in January 2010 and has actually decreased slightly.
The angle of the concrete access drive to the forklift pier is placed at as much of a ninety-degree
angle to the bulkhead as possible to reduce water-dependent impervious cover in the coastal
shoreline buffer. The waterward end of the pier is dictated by the alignment of the % width of the,_-,

waterbody limit. Given these two angles at either end of the pie, and the necessary width at the
drop zone, the flared portion of the pier has been reduced as much as possible and still provide
safe use. The pedestrian pier would be 8'-wide and is separated from the forklift pier for safety.
Two floating transient docks would be aligned at the'/-width of the waterbody limit and would
provide seven transient slips (excluding the two drop zones). No permanent wet slips are
requested. Water depths within the drop zone range between -3.3' MLW and -4.3' MLW. No
dredging is proposed. The transient docks would be constructed with wave attenuating baffles for
more safe and stable use. The depth of the wave attenuating baffles can be constructed to
ensure the baffles will not sit on the bottom at MLW, and a typical cross section of flotation
showing the planned 18" draft is provided. Placement of horizontal boards on the structural
pilings of the terminal end of the forklift pier is also proposed. The boards would be spaced 1"
apart to allow for water movement through the boards and would stop 1' above the bottom.
With this modification, the currently authorized fuel service would be removed completely. The
existing and historically utilized boat ramp would also be removed. Bulkheading exists along the
shoreline, and replacement bulkheading is currently authorized. New bulkheading would be
needed to tie into the existing bulkhead where the existing ramp is now located. A new alignment
for replacement bulkheading on the southern end of the shoreline and also included in this
request.
Changes in upland development would include the construction of a dry stack storage building.
The building would be an average of 40' high and would contain a maximum of 200 boats.
Previously approved parking and stormwater management features have been revised to
accommodate the upland changes. The previously approved clubhouse and office building has
been re-located completely outside the AEC although its dimensions remain the same. No
maintenance services would be provided at the facility and the wash down of boats with non-
pressure hoses will be limited to areas where appropriate collection and filtering of the washwater
is provided (see application forms). County approval of the currently requested site plan revisions
provides additional specifications on allowed uses at the facility (hours of operation, etc).
The only requested impervious cover in the CAMA's 30' Coastal Shoreline Buffer is the water-
dependent access to forklift pier which is a 24'-wide concrete drive. Drop inlets and infiltration
piping have been planned down the center of this drive to reduce the amount of structure in the
buffer, and will serve the purpose and intent of the buffer by capturing stormwater run-off and
moving it away from the waterbody.
Other than the concrete drive to the forklift pier, impervious cover in the 75' Coastal Shoreline
AEC is limited to a fire-access lane which is required by the County to ensure adequate
emergency response. The required fire access through the AEC will largely be pervious pavers
although it is calculated as impervious cover. Impervious cover in the AEC will total 25%.
Parking areas are located outside the AEC, and pervious pavers will be utilized for parking
spaces outside of the drive aisles.
Associated Permit Modifications: Stroud Engineering has submitted a modification of SW8
040103 to be reviewed concurrent with this application. A sedimentation and erosion control plan
will be submitted to the NC Division of Land Quality before any site work begins. New Hanover
County Special Use Permit # 13 has been amended for the requested changes.

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17 L%,
DCM MP-1
APPLICATION for --•
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Carolina Marina And Yacht Club, Lic Carolina Marina
Applicant 1: First Name MI Last Name
Tim Ward
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
1512 Burnett Road Wilmington NC
ZIP Country Phone No. FAX No.
28409 USA 910 - 264 - 8469 ext. -
Street Address (if different from above) City State ZIP
same
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Land Management Group, Inc.
Agent/ Contractor 1: First Name MI Last Name
Laura Stasavich
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City state
2522 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28402 910 - 452 - 000 1 ext. 910 - 471 - 0510 ext.
FAX No. Contractor #
910 452 0060
Street Address (if different from above) City State ZIP
3805 Wrightsville Ave., Suite 15 Wilmington NC 28403-
Email
[e-mail]
<Form continues on back>
,Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
New Hanover 1512 Burnett Road
Subdivision Name City State Zip
N/A Wilmington NC 28409-
Phone No. Lot No.(s) (if many, attach additional page with list)
N/A - - ext. No subdivision proposed., , , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
AIWW / Myrtle Grove Sound
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ®Manmade ?Unknown AIWW / Myrtle Grove Sound
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ?No work falls within.
New Hanover County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
391- Ift (as measured along existing bulkhead to property 2.87-ac
corners).
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) - +7' ®NHW or ?NWL
e. Vegetation on tract
Vegetated portions of the property are maintained in a grassed, mowed condition. Live oaks exist near Burnett Road, and
the shoreline along Myrtle Grove Sound/AIWW is bulkheaded. Spartina alterniflora exists waterward of the bulkhead along
the southern portion of the shoreline.
f. Man-made features and uses now on tract
Water dependent structures include: bulkheaded shoreline, concrete boat ramp, fixed pier and fixed platform, one boat lift.
Upland development includes: storage shed, concrete drive, formerly used septic system, private wells, un-improved boat
parking and storage. Development activities authorized by CAMA Permit #02-07 not fully constructed but permit remains
valid.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential, with a single family home to the south and a community common area to the north.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Residential (R-15) (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?
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 5)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? NYes ?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 NNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
An individual on-site waste treatment system (septic) existed for a previous structure but is no longer in use. Waste
treatment for the clubhouse currently authorized by CAMA Permit #02-07 and proposed to be relocated landward with this
modification would be provided by Aqua North Carolina.
o. Describe existing drinking water supply source.
One private well currently exists on the property but will not be used for the current development. Water for current
development to be provided by Aqua North Carolina.
p. Describe existing storm water management or treatment systems.
A stormwater management permit exists for the currently permitted development. Those stormwater management features
have not been fully constructed due to the requested site plan changes. A request to modify that stormwater management
plan for the site plan shown in this application is currently under review by DWQ, Stormwater.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? NCommercial ?Public/Government
?Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Purpose is to improve launch, retrieval and storage facilities. Daily use will be by marina members and will be operated by
on-site marina staff. Daily uses further detailed (hours of operation, etc) by the existing county approval.
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 daily construction and good construction methods. Pile drivers. Decking on pier likely to be constructed from
landward edge out.
d. List all development activities you propose.
In addition to development authorized by CAMA Permit #02-07, this major modification requests to: (1) construct a dry stack
storage building for up to 200 boats within the formerly approved parking and boat storage area, (2) remove the existing and
currently authorized 6-wide pier and floating fuel dock, (3) construct an elevated, wooden forklift pier with two drop zones, a
dockside lift and two floating transient docks, (4) re-locate the previously approved clubhouse landward and (5) revise
associated parking and provide access to the forklift pier.
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? -2.7 ?Sq.Ft or NAcres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes NNo ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No direct discharges to waters of the state are proposed Washing of boats with a hose (non-pressure) will be done over
surfaces where stormwater management features will capture all of the wash water. Prior to introduction into the system, the
wash water will be provided grit removal through the use of drop inlets that have a sump below the flow line in the area
where the washing is likely to occur. These drop inlets will be identified in the Operation and Maintenance schedule to be
inspected and have the grit removed as is necessary. No boat maintenance or repair will be done on-site.
i. Will wastewater or stormwater be discharged into a wetland? ?Yes NNo ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No NNA
j. Is there any mitigation proposed? II .a ?Yes ?No NNA
If yes, attach a mitigation proposal.
Form DCM MP-1 (Page 4 of 5)
<Form continues on back>
APPLICATION for
Major Development Permit
6. Additional Information
in addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (!) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Ms. Violet P. Ward (to the south) Phone No.
Address 1508 Burnett Road, Wilmington, NC, 28409
Name Tucker-Burnett Homeowner's Association (common area to the north) Phone No.
Address 7329 Coastal Ave., Wilmington, NC, 28409
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 Permit # 02-07 USACOE permit issued to Homer Ward, 3/1011969.
ACOE IP, Action ID 200600466 Several CAMA General permits for pier and bulkhead work
401 WQ Certification No.3400, DWQ Project No. 20060137 (previously provided in original application).
New Hanover County Special Use Permit #13
SW8 040103
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 _rev May 27, 2010 Print Name _LMG Inc., L. Stasavich, agent
Signature Ah,
-
Please indicate application attachments pertaining to your proposed project.
Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
®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-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. N/A-no sudivision proposed.
A 280' x 115' dry stack storage building and a 50' x 30'
clubhouse/office building. There will be one structure with
the dry stack storage and clubhouse/office building
separated by a fire wall. The clubhouse building is
currently authorized by Permit #2-07, however, this
modification would relocate the building outside the 75'
Coastal Shoreline AEC.
c. Density (give the number of residential units and the units per
acre).
N/A-no units proposed
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
NYes ?No ?NA
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
- 2.7-acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Mix of asphalt and pervious pavers (asphalt in drive aisles
and pervious pavers in parking spaces).
(ii) If yes, list the date submitted: Submitted by Stroud
Engineering, approx. 12/09
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.
Impervious cover within 75' AEC = 25.5%
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.
Total site impervious = 44% (partially pervious pavers)
j. Describe proposed method of sewage disposal.
Treatment of wastewater from two bathrooms in proposed
office/clubhouse building to be provided by the private
utility Aqua North Carolina.
(ii) If yes, list the date submitted: -Modification of existing
permit SW8 040103 has been submitted to DWQ by Stroud
Engineering (revision submitted in -12/2009)._
Have the facilities described in Item (i) received state or local
approval?
?Yes NNo ,?NA_
If yes, attach appropriate documentation.'

1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
m. Does the proposed' projectinclude an innovative stormwater
design?
commercial effluent, "wash down" and residential discharges).
No direct discharges to waters of the state are proposed.
All stormwater runoff will be collected and treated per a
state-approved revision of existing permit SW8 040103.
Washing of boats with a hose (non-pressure) will be
done over surfaces where stormwater management
features will capture all of the wash water. Prior to
introduction into the system, the wash water will be
provided grit removal through the use of drop inlets that
have a sump below the flow line in the area where the
washing is likely to occur. These drop inlets will be
identified in the Operation and Maintenance schedule to
be inspected and have the grit removed as is
necessary. No boat maintenance or repair will be done
on-site.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
One well is currently located on site, but water for current
improvements to be provided by the private utility Aqua
North Carolina.
o. When was the lot(s) platted and recorded?
N/A- not an oceanfront property.
S'Z7 ze10
Date
Carolina Marina, Modification of CAMA Permit #02-07
Project Name
Land Management Group, Inc., agent
Applicant me
Ap nt Signature
?Yes ®No ?NA
If yes, attach appropriate documentation.
n. (i) Will water be impounded? ?Yes ®No ?NA
(ii) If yes, how many acres? N/A
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
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
? 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)
(ii) Number elevated fixed fork lift pier, elevated fixed
pedestrian pier/walkway; floating transient dock
(iii) Length fixed fork lift pier avq = 158' from ex. bulkhead
fixed pedestrian pier = 129' from ex bulkhead
floating transient dock = 115'
(iv) Width fixed fork lift pier 24', with max of 71' (for turn
around at terminal end)
fixed pedestrian pier 8'
floating transient dock 8'
(v) Floating ®Yes ?No
e. (i) Are Platforms included? []Yes ?No
If yes:
(ii) Number 1
(iii) Length -36.5'
(iv) Width -23.5'
(v) Floating ?Yes ONo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
No permanent slips proposed. All transient dockaae is to
be used for temporary dockage while launching and
retrieving boats. Transient dock would provide the
equivalent of seven slips (working area of drop zone
excluded).
(ii) Number of slips existing
5 boat slips are currently authorized 1 permanent slip with
lift and 4 transient slips at authorized fuel dock. One
boat lift exists on the property now.
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:
d. (i) Are Finger Piers included? ®Yes ?No
If yes:
(ii) Number 2
(iii) Length 15
(iv) Width 4
(v) Floating ®Yes ?No
f. (i) Are Boatlifts included? ®Yes ?No
If yes:
(ii) Number 1
(iii) Length 12'
(iv) Width 12'
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
? Dockage ("wet slips") only, number of slips:
® Dry storage; number of boats: 200
? 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).
recreational runabouts
J
k. Typical boat length: 30'
m. (i) Will the facility have tie pilings?
?Yes NNo
(ii) If yes number of tie pilings?
N/A
1. (i) Will the facility be open to the general public?
?Yes ®No
2. DOCKING FACILITY/MARINA OPERATIONS E) This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
N Office Toilets
® Toilets for patrons; Number: 2; Location: In clubhouse/office building
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
Wastewater service for office/clubhouse building to be provided by private utility, Aqua North Carolina.
C. Describe the disposal of solid waste, fish offal and trash.
Solid waste will be disposed of in trash cans/dumpsters located at clubhouse/office and at the parking area. Fish offal may be
separated in a specified trashcan near the clubhouse/office. Trash will be removed by contractor.
d. How will overboard discharge of sewage from boats be controlled?
"No overboard discharge" or "closed head" policy will be enforced through lease agreement and through the Marina Rules.
Signage will be located at the transient dock.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
One at the transient 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.
N/A- no maintenance to be done on site.
g. Where will residue from vessel maintenance be disposed of?
N/A
h. Give the number of channel markers and "No Wake" signs proposed. None
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
Fuel service currently authorized by CAMA Permit # 02-07 would be removed completely under the currently proposed
modification.
j. What will be the marina policy on overnight and live-aboard dockage?
N/A - no permanent wet slips.
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?
Not an expansion- modification. Services currently authorized include fuel service, launch and retrieval of boats during
portions of the tidal cycle using a previously existing boat ramp, storage of boats on trailers in upland areas, construction of
clubhouse and approved stormwater management features (infiltration system).
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
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW ?SAV ®SB
?WL ?None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ®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 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 as part of fixed forklift pier, eastern edge 71 b. Average distance from NHW, NWL, or wetlands
-158'
c. Maximum distance beyond NHW, NWL or wetlands
167'
6. MOORING PILINGS and BUOYS ®This section not applicable
a. is me srruc[uretsl: b. Number
?Commercial ?Public/Government ?Private/Community 'i `'
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
15' from the northern riparian corridor limit, 30' to southern
riparian corridor limit
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
d. Description of buoy (color, inscription, size, anchor, etc.)
b. Proximity of structure(s) to adjacent docking facilities.
Closest structure is the adjacent dock to the south.
Proposed transient dock to be 30' from that existing dock
which currently encroaches into Carolina Marina's riparian
corridor.
c. Width of water body
mean 728' (see 5.2010 waterbody survey by Stround
Engineering which is included in this application)
e. (i) Will navigational aids be required as a result of the project?
?Yes ONo ?NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
ranges between -2.5' MLW and -4.3 MLW
8. OTHER ?This section not applicable
a. Give complete description:
" ? 'L n o
Date
Carolina Marina
Project Name
Land Management Group, Inc., agent
Applic t N
licant Signature

Subject Property
Land Management Group, Inc.
Environmental Consultants
P.O. Box 2522
Wilmington, NC 28402
910-452-0001
LMG # 02-02-224
VICINITY MAP
North Carolina Gazetteer
Request for Major Modification
CAMA Permit #02-07
Applicant: Carolina Marina
c/o Mr. Tim Ward
Location: AIWW, New Hanover County
Date: 1/27/2010 Sheet 1 of 10
0 1.2 2.4
SCALE 1" = 1.2 miles
It
N

Land Management Group, Inc.
Environmental Consultants USGS TOPOGRAPHIC
P.O. Box 2522 MAP
Wilmington, NC 28402
910-452-0001 Carolina Beach 6.5" Quad
LMG # 02-02-224
0 1000 2000
SCALE 1" = 1000'
Request for Major Modification
CAMA Permit #02-07
Applicant: Carolina Marina
c/o Mr. Tim Ward
Location: AIWW, New Hanover County
Date: 1/27/2010 Sheet 2 of 10
0 0
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