20060137 Ver 3_CAMA Permit Application_20110823

DID- oi3I 03
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
August 22, 2011
MEMORANDUM:
TO Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
Dee Freeman
Secretary
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA Major Permit Application Review o [ 2 @i0\V1R
Applicant: Carolina Marina & Yacht Club, LLC / Tim Ward AUG 2, 3 2011
NR - STO?RMMVATEWATE
Project Location: 1512 Burnett Road, adjacent to Myrtle Grove Sound /A W
DS AND STOR gRANCN
Proposed Project: Modify existing permit #02-07 to extend docks
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by September 14, 2011. If you have any questions regarding the proposed project,
contact Robb Mairs at [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
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www,nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
None Carolina
Naturally
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Carolina Marina and Yacht Club, LLC c/o Tim Ward
(Major Modification to CAMA Major #02-07)
2. LOCATION OF PROJECT SITE: 1512 Burnett Road adjacent to the Atlantic Intracoastal
Waterway/Myrtle 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
ROVER FILE # - 0-081711A
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 08/17/2011
Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 08/22/2011 (completed)
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
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Septic System
Planned - N/A
(F) Type of Structures: Existing - Garage/Workshop, driveway, pier, boatlift, boat ramp, bulkhead
and gazebo. Recently authorized, but not constructed: 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.
Planned - Waterward extension of authorized floating docks, and an increase of transient
dockage.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 384 sq. ft.
(incorporated)
(Open water
(C) Other (Highground)
(D) Total Area Disturbed: 384 sq. ft. (0.008acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: "SA" Open: Yes
8. PROJECT SUMMARY: The applicant proposes to modify CAMA Major Permit #02-07 by extending
the authorized docks into deeper water to improve use of the drop zones and to allow for an increase of
transient docking spaces.
Major Modification to CAMA Major Development Permit #02-07
Carolina Marina and Yacht Club, LLC c/o Tim Ward
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 1512 Burnett Road, adjacent to the Atlantic Intracoastal Waterway
(AIWW)/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 normal high water (NHW).
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 is currently stabilized by a wooden
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 currently exist at the property include a
private boat ramp, a fixed pierwith an "L-head" platform, and one (1) boatlift. Upland vegetation consists of
live oak, ornamental landscaping and lawn grasses. Waterward of the existing bulkhead on the southern
side of the property is an area of low marsh consisting primarily of smooth cordgrass (Spartina altemiflora),
which extends approximately 60 feet towards the AIWW/Myrtle Grove Sound (See Sheet 1A of 3).
U.S, Army Corps of Engineers (USACE) 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 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 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 Development Permit #02-07 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, the construction of a bulkhead, upland facilities
including parking lot, clubhouse and storm water features. On December 17, 2010, CAMA Major
Development Permit #02-07 was issued a modification, which authorized 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.
CAMA Major Development Permit #02-07 is due to expire on January 14, 2015.
Authorized dimensions under this modification to CAMA Major Development Permit #02-07 for the forklift
pier that extends southeast of the existing bulkhead toward the AIWW were approximately 24 feet in width
and would extend into the waterbody, approximately 84 feet, where the pierwould flare at a 45 degree angle
to a platform, measuring approximately 50 -70 feet in length and 71 feet in width. The pier terminates to a
platform, which would accommodate 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 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.
Major Modification to CAMA Major Permit #02-07
Carolina Marina and Yacht Club, LLC c/o Tim Ward
Page 3
The authorized modification also included a pedestrian pier, extending from the bulkhead, on the south side
of the wooden forklift pier. The 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 northern side of the
wooden forklift platform would connect via ramp to an "L-head" floating dock which would extend eastward
approximately 18 feet and to the north approximately 18 feet and would measure 8 feet in width.
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 in length by 8 feet in width and then turn 90° south a
distance of approximately 98 feet by 8 feet in width. Based on the application, water depth on the western
side of this floating dock were approximately -2.5 feet at MLW. Based on concerns on the limited water
depth from some of the review agencies during the review process of this application, the western side of
this floating dock was restricted from allowing dockage. The eastern portion of this floating dock was
authorized to allow for four (4) transient slips only without formalized slips. The proposed floating docks
would be used for temporary tie up for boats awaiting transport to and from the dry storage facility. The
floating docks have been designed with standard foam filled floats beneath the dock and with additional
hollow wave attenuating floatation (Please see project narrative and sheet 1 of 3).
The 2006 City of Wilmington-New Hanover County CAMA 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 modify CAMA Major Permit #02-07 by extending these authorized docks into
deeper water to improve use of the drop zones and to allow for an increase of transient docking spaces.
The application proposes to extend the authorized floating docks an additional 32 feet eastward into
waterbody. The authorized "L-head" floating docks on the northern side of the wooden forklift platform would
be removed and not included into this proposal. The proposal would also reduce the triangular shaped
covered attendant station to allow for the extension. This would locate the floating docks approximately 210
feet into a waterbody that measures approximately 728 feet across. This would locate the facility in a area
between the 1/4 and the 1/3 distance of the adjacent waterbody; however, the applicant's proposal would
not encroach into the USACE 120-foot setback from the AIWW in this location. The application states that
the waterbody width was defined as NHW at the bulkhead on the subject property and by elevation on the
eastern side of the AIWW (determined by a registered land surveyor at Stroud Engineering, Inc.,
Wilmington, N.C.). The waterbody width used is consistent with the current approved permit; however the
application states that this width would be re-surveyed during the review process of this request. The
equivalent of an additional five (5) transient slips would be added due to the extension, for a total of nine (9)
transient slips or 233 linear feet of dockage. According to the application, relocation of the floating docks
would provide water depths in excess of -3.0 feet @ MLW on the western side without damage to the
substrate bottom to address some of the previous concerns and increase safety for customers utilizing the
docks with a protected mooring area. The application states that floating signs would be anchored, similar
to a buoy on the landward side of the proposed dockage where boating access is not available due to
shallow water depth (Please see project narrative and sheets 1 of 3 through 3 of 3).
Major Modification to CAMA Major Development Permit #02-07
Carolina Marina and Yacht Club, LLC c/o Tim Ward
Page 4
The applicant states that the authorized upland development would remain unchanged as previously
authorized. This includes the 200-slip dry-stack storage facility with associated marina clubhouse,
driveways, parking lots, septic system and the associated stormwater treatment system authorized under
the NC Division of Water Quality (SW8 040103). Further, the construction of a new bulkhead waterward of
the existing bulkheads and a new bulkhead in the location of the existing boat ramp would remain as
previously authorized.
10. ANTICIPATED IMPACTS:
The proposed extension of the floating docks would incorporate an additional approximately 384 sq. ft. to
the recently authorized 10,100 sq. ft. of Estuarine Waters and Pubic Trust Area under CAMA Major
Development Permit #02-07. Removal of the "L-head" floating dock on the northern end of the forklift
platform and a section of the triangular shaped covered attendant station would be a reduction of
approximately 368 sq. ft. from this total. The proposed 32 foot extension would locate the floating docks
approximately 210 feet into a waterbody that measures approximately 728 feet wide, as measured from the
NHW line on the opposite shoreline and the waterward extent of the existing bulkhead. The opposite
shoreline is located on the west side of the North End of Carolina Beach and the south side of Carolina
Beach Inlet. This distance would not conform with the 1/4 width rule and appears to extend beyond the
established pier lengths. As proposed, the applicant's proposal would not encroach into the USACE 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 nine (9) temporary tie ups are proposed as indicated by
numbering on the submitted plans. Minor increases in turbidity should be expected during construction.
Submitted by: Robb L. Mairs Date: 08/22/2011 Office: Wilmington
Request for Major Modification RECD AUG 15 2011
CAMA Permit #02-07, Carolina Marina
AIWW/Myrtle Grove Sound, New Hanover County
Revised August 15, 2011
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 under a federal permit, 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):
CAMA Major Permit #02-07 and a December 2010 modification of that permit authorized re-
development of a marina on the property. Currently authorized water dependent structures,
some of which are not yet constructed on site, include: (1) an elevated, wooden forklift pier with
adjacent pedestrian pier which also includes a covered, un-enclosed platform for dock attendants
(2) Four transient slips and additional floating docks in support of the launch and retrieval
operation (3) launch and retrieval at the end of the wooden forklift pier. Currently authorized
upland development, some of which is not yet constructed, includes: (1) improved parking (2) one
clubhouse containing two finished floors and four bathrooms, ships store and offices and (3) an
enclosed boat storage building. Installation of state-approved stormwater management features
are approved under SW8 040103.
Currently Requested Changes:
The permittee requests to (1) modify the existing floating docks by extending the docks eastward
to improve use of the drop zones and to allow for use of both sides of the transient, staging dock
and (2) reduce the area for the dock attendants station and pedestrian ramp and ramp landing
area. The eastward extension amounts to 32 linear feet added to each of the three approved
docks. Benefits from the addition of the dockage are (1) Increased protection for the launch and
retrieval area from passing boat wakes (2) Increased safety for customers utilizing the docks with
a protected mooring area established on the western side of the pedestrian dock (3) Further
protection of the submerged bottom from the operation of vessels by placing the dock in deeper
water than previously permitted. The staging dock is currently authorized for dockage on the
eastern side only and allows for the equivalent of four transient slips if every 25-Ift is considered a
slip. Relocation of this dock by 32' would provide depths in excess of -3' MLW on the western
side and would allow for dockage on the western side without damage to the submerged bottom.
The equivalent of an additional five transient slips would be added, for a total of nine transient
slips or 283-Ift of dockage.
The dock extension places the structures water ward of the'/-width of the water body limit by 32
feet. 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). The waterbody width used is consistent with
the current approved permit, however the width is to be re-surveyed during the review period of
this request. The proposed extension helps to mitigate a hardship on the applicant by increasing
the area where customers can safely dock their vessels during the loading and unloading
process. Also please note the applicant has limited his request to only the additional amount of
dockage necessary to allow the safe and efficient use of the currently permitted dock design.
The area across the channel from this site is a dredge spoil island and is unlikely to be
developed. The request for the extension is well outside of the USACE 120 foot channel setback.
Water depths within the drop zone range between -3.3' MLW and -4.3' MLW. No dredging is
proposed. The transient docks will be constructed with wave attenuating baffles for more safe
and stable use. A typical cross section of flotation showing the planned 18" draft is provided
Bulkheading exists along the shoreline, and replacement bulkheading is currently authorized. No
Changes in upland development are proposed.
DCM MP-1
APPLICATION for
Major Development Permit _
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Carolina Marina And Yacht Club, LLC 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
Agent/ Contractor 1: First Name MI Last Name
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1
-
ext. Phone No. 2
ext.
FAX No. Contractor #
Street Address (if different from above) City State ZIP
Email
<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.
NNatural NManmade ?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
NYes ?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' NNHW 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
Existing water dependent structures include: bulkheaded shoreline, concrete boat ramp, fixed pier and fixed platform, one
boat lift. Existing upland development includes: storage shed, concrete drive, formerly used septic system, private wells,
un-improved boat parking and storage. Improvements approved by CAMA Permit # 02-07 include an elevated fork lift pier
with two drop zones and associated floating dock. Approximately 116-Ift of floating dock, the equivalent of 4 slips, is
permitted as a staging area. A dry stack storage building with storage for 200 boats, a clubhouse, and associated parking
are also currently authorized. Development activities authorized by CAMA Permit #02-07 are not fully constructed and the
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)
NYes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes NNo
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes NNo ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes NNo ?NA
National Register listed or eligible property?
Form DCM MP-1 (Page 3 of 5)
<Form continues on next page>
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.
This modification involves the water dependent structures only and requests extension of the floating docks. Therefore,
there is no need for additional wastewater treatment with this modification. Wastewater treatment and disposal from the
previously authorized clubhouse bathrooms would be provided by Aqua North Carolina.
o. Describe existing drinking water supply source.
Water for current authorized 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, SW8 040103. This modification requests
extension of the floating docks only which would be completely waterward of MHW.
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.
The purpose of this modification is to improve the launch and retrieval operation. Extension of the floating dock will place the
dock in deeper waters allowing for the use of both sides of the staging dock and greatly improving operations at the facility.
Daily use will be by marina members and will be operated by on-site marina staff.
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.
d. List all development activities you propose.
This modification requests to: (1) extend the floating, staging dock 32' watenward (2) gain dockage on the landward side of
the extended floating dock for an additional 153-Ift of dockage or the equivalent of 5 transient slips (3) extend two floating
docks on either side of the drop zones by 20' and 29' to improve use of the drop zones and improving safe use of the drop
zones by adding wave protection (4) reduce the length of the previously permitted fixed dock attendant station from 63' to 54'
and add an "L" shaped floating dock on the floating, staging pier to provide a place for the pedestrian ramp to land on the
floating pier.
e. Are the proposed activities maintenance of an existing project, new work, or both? Modification to existing project.
f. What is the approximate total disturbed land area resulting from the proposed project? There would be no new land
disturbance with this modification
?Sq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area NYes ?No ?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.
Form DCM MP-1 (Page 4 of 5) APPLICATION for
Major Development Permit
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ®NA
j. Is there any mitigation proposed? ?Yes ?No ®NA
If yes, attach a mitigation proposal.
<Form continues on back>
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) - (f) 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 Ms. Lynda Altman Phone No.
Address 520 Silver Lake Road, Wilmington, NC, 28412
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, and Major Modification on 12/2010. USACOE permit issued to Homer Ward, 3/10/1969.
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.
I Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
Date -August 11, 2011 Print Name Tim Ward, Carolina M ' and Yacht Club
Signature
Please indicate application attachments pertaining to your proposed project.
?DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
?DCM MP-3 Upland Development
®DCM MP-4 Structures Information
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
NCommercial ?Public/Government ?Private/Community
?This section not applicable
b. (i) Will the facility be open to the general public?
?Yes NNo
c. (i) Dock(s) and/or pier(s)
(ii) Number elevated fixed fork lift pier, elevated fixed
pedestrian pier/walkway; floating transient dock: floating
docks along drop zones.
(iii) Length fixed fork lift pier avq = 158' from ex. bulkhead
fixed pedestrian pier = approx. 120' from ex
bulkhead 122-Ift of doc -t gC,4. ,&tA-rK. q, 2,2-
floatin transient or sta in doc in "L" shape,
59-Ift and 116-Ift2c??` .1:2
floating docks along drop zone, one 45-Ift and
the other 55-Ift ,-L-L
(iv) Width fixed fork lift pier 24', with max of 71' (for turn
around at terminal end)
fixed pedestrian pier 8'
floating transient or staging dock 8'
floating docks along drop zones 4.25'
(v) Floating ®Yes ?No
e. (i) Are Platforms included? NYes ?No
If yes:
(ii) Number 1- Dock attendant station on fixed pedestrian
pier. not rectangular in shape. max. dimensions below
(iii) Length -r54' (70-w'cf?zbl Q~22
(iv) Width -26'
(v) Floating ?Yes [ONO
Note: Roofed areas are calculated from dripline dimensions
g. (i) Number of slips proposed
No permanent slips proposed. All transient dockage is to
be used for temporary dockage while launching and
retrieving boats. Transient, staging dock would provide
the equivalent of nine slips when every 25-Ift is
considered a slip (working area of drop zone excluded).
(ii) Number of slips existing
No permanent slips: 116-Ift of transient dockage is
approved the equivalent of 4 transient slips if every 25-
Ift of dock is considered a slip.
d. (i) Are Finger Piers included? ?Yes ONO
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
f. (i) Are Boatlifts included? ?Yes NNo
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:
N Dry storage; number of boats: 200, previously approved
? Boat ramp(s); number of boat ramps:
? Other, please describe:
i. Check the proposed type of siting:
? Land cut and access channel
?Open water; dredging for basin and/or channel
®Open water; no dredging required
?Other; please describe:
k. Typical boat length: 30'
m. (i) Will the facility have tie pilings?
?Yes ®No
(ii) If yes number of tie pilings?
N/A
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
recreational runabouts
1. (i) Will the facility be open to the general public?
?Yes ®No
2. DOCKING FACILITY/MARINA OPERATIONS ?This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number: ; Location: See previous CAMA permit application.
Information provided in the 6/2010 application for modification of CAMA Permit # 02-07 remains unchanged.
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing'?
1. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
®Yes ?No
.n.. Is_ the mari??na'?/'docking facility proposed within or adjacent to any shellfish harvesting area?
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 NSB
?WL ?None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
13. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?Public/Government ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
14. 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.)
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
14 This section not applicable
b. Average distance from NHW, NWL, or wetlands
See previous CAMA permit application. Information
provided in the 6/2010 application for modification of CAMA
Permit # 02-07 remains unchanged.
ti
1 6. MOORING PILINGS and BUOYS % This section not applicable
a. Is the structure(s):
®Commercial ?Public/Government ?Private/Community
b. Number 3
C. Distance to be placed beyond shoreline - 240' from existing
bulkhead.
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
37' from the northern riparian corridor limit, 42' 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.)
Three floating signs, which will be anchored like a bouy,
would be placed on the western side of the extended
staging dock and landward of the proposed dockage to
indicate where boating access is not available due to
shallow water depths.
b. Proximity of structure(s) to adjacent docking facilities.
Closest structure is the adjacent dock to the south.
Proposed transient dock to be 36' 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 was included in the 6/2010 modification)
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.
d. Water depth at waterward end of structure at NLW or NWL
Water depths on the waterward (east side) of the extended
staging dock would range from -3.3' MLW to -4.4 MLW.
Water depths on the landward (western side) of the
extended staging dock would range from -3.0' MLW to -4.3'
MLW.
8. 0 THER ? This section not applicable
a. Give complete description:
Date
Carolina Marina and Yacht Club
Project Name
Tim Ward, Carolina Marina and Yacht Club
App' ant Name
Ap icant Signature
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