20080039 Ver 1_More Info Received_20080514

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
MEMORANDUM
TO: Cyndi Karoly - DWQ - Raleigh
FROM: Richard S. Weaver - DCM, Morehead City
SUBJECT Additional information submitted for Old Wilmington Shipyard, LLC and
Homesbridge, LLC c/o Michael White, DWQ Project No. 080039
Date: May 7, 2008
Please find attached additional information submitted by Old Wilmington Shipyard, LLC and
Homesbridge, LLC c/o Michael White, DWQ Project No. 080039. The original proposal
should be in your possession under CAMA Major Permit Review. Could you please provide
your comments to me via email ([e-mail]), fax [phone]) or mail (400
Commerce Ave, Morehead City, NC 28557). If you have any questions please give me a call at
252-808-2808. If you could please provide your comments to me as soon as possible, it would
be greatly appreciated. Thanks.
PD
y e;
MAY 14 2008
1r;': i 1: R QUALITY
:O,'AWATER BRANCH
400 Commerce Ave., Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
MEMORANDUM
TO:
FROM:
THRU:
DATE:
SUBJECT:
Interested Review Agencies
Doug Huggett
Robb Mairs 'IT?
DCM Field Representative, Wilmington
Steven Everhart, Ph.D.
DCM District Manager, Wilmington
April 21, 2008
117 -Iq
f
1-
rc°r
Old Wilmington Shipyard, LLC and Holmesbridge, LLC c/o Michael White
Modified Application Review
New Hanover County
Mr. Stephen Clark, P.G. with the Clark Group and acting agent and project supervisor for Old Wilmington
Shipyard, LLC and Holmesbridge, LLC c/o Michael White, has submitted supplemental work plans with an updated
application and narrative for the proposed re-development of Point Harbor Marina. The supplemental plans and
application include the installation of an 8" forcemain and water main under the Northeast Cape Fear River from the City
of Wilmington side of the river at an existing pumphouse (See exhibits 14, 15 A and B). The agent also requests the slight
relocation of the proposed dry-stack building, which would allow for the installation of two (2) 12,000 gallon fiberglass
coated, double walled steel underground storage tanks (USTs) for storage of gasoline and diesel fuel, which would be
located on the north side of the proposed dry-stack building. Double-walled product piping would transfer the fuel from
the USTs to the fuel dispensers that would be located on the proposed floating dock (transient dock) located on the
southern side of the basin/ship berth (see exhibit 16).
The field investigation report for the proposed re-development for Point Harbor Marina facility went out on
January 4, 2008 to the appropriate review agencies. In order for this agency to complete review of the pending CAMA
Major Permit Application, your additional comments on the supplemental plan are requested. Please respond by email,
fax, or by phone with your comments to Doug Huggett by May 5, 2008.
Enclosures
cc: Dave Timpy, COE
Fritz Rohde, DMF
Molly Ellwood, WRC
Ed Beck, DWQ
Ann Hines, LPO
John Hooks, UST
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://www.nccoastalmanaagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper

X-bO?
THE CLARK GROUP
Geo-Environmental Services
Land/Hydrographic Surveys
Forestry Services
VIA UPS 2DAY GROUND
April 11, 2008

y .
North Carolina Department of
Environment and Natural Resources
Division of Coastal Management
Attn: Mr. Robb Mairs
127 Cardinal Drive Extension
Wilmington, North Carolina 28405

5WMD
Re: CAMA Major Permit Application
Point Harbor Marina
New Hanover County
Clark Project No. 07101
Dear Mr. Mairs:
MAY 1 4 2008
DENR. WATER QUALITY
WETLANDS AND STORMWATER BRANCH
On behalf of Old Wilmington Shipyard, LLC and Holmesbridge, LLC, and in response to recent
requests by your agency and the Army Corps of Engineers (ACOE), enclosed please modifications to
the CAMA major permit application for the Point Harbor Marina site. I have enclosed a copy of the
memorandum from the ACOE for your reference.
The modifications include adding the proposed permanent water and sewer line, taking out the
proposed "No Wake" signs, adding a designated area for future maintenance dredging material, and
adding a proposed marina fueling facility. These modifications have been included in the permit
application, project narrative, and in the additional Exhibits 14, 15A, 15B, 16 and 17, all of which are
enclosed. We have also included Exhibits 6, 9 and 9A, indicating a slight relocation of the proposed
Dry Stack Building.
Corporate: 5000 Blue Clay Road Castle Hayne, NC 28429 - Post Office Box 10136 Wilmington, NC 28404
[phone] Office - [phone] Facsimile
www.clarkgroup.us
Mr. Robb Mairs
April 11, 2008
Page 2 of 2
We appreciate your attention to this matter, and apologize for any inconvenience that this may cause.
Should you have any questions or require additional information, please contact our office.
Sincerely,
Stephen L. Clark, P.G.
Project Supervisor
Enclosure
Cc: Mr. Michael White, Manager, Old Wilmington Shipyard, LLC and Holmesbridge, LLC, wens
Mr. R. Paul Clark, P.G., President, The Clark Group, w/out encs
Mr. Gary A. Mitchell, Senior Vice-President, The Clark Group, w/encs

17-11 r.73
D
MAY 1 4 2008
DENR - NIAfER UUAUP
WETLANDS AND STQRMWATER BRAN'
1.0
2.0
CAMA MAJOR PERMIT APPLICATION MODIFICATION
POINT HARBOR MARINA p
WILMINGTON, NORTH CAROLINA
April 9, 2008
? r? W G
GENERAL FACILITY INFORMATION:
The Point Harbor Marina site is located along the Northeast Cape Fear River near its confluence
with the Cape Fear River, at the southeastern corner of the intersection 'of US Highway 421 and
NC Highway 133, Wilmington, North Carolina, in New Hanover County. A topographic vicinity
map is attached as Exhibit 1 depicting the site location and adjacent vicinity. The site consists of
three tracts of land, which total approximately 30 acres, and is currently utilized as a commercial
marina, with various other businesses operating on-site in leased buildings. The businesses
include a private sea exploration company, a used yacht sales facility, a landscaping company and
a small office complex. A vacant building also exists on-site that was formerly leased to Cape
Fear Rowing Club. Exhibit 2 is a site map showing the property boundary, as well as existing
site features.
EXISTING SITE CONDITIONS/FEATURES:
The site historically operated as a shipyard (circa 1940's to early 2000's), and has largely been
cleared over the years to accommodate site operations. Existing site features that are remnant of
the former shipyard facility include bulkheads or bulkhead remnants in various conditions, three
fixed piers with associated floating docks, the remnants of a historically utilized dock, a crib and
transport railway located in the former ship berth, and a series of dolphins utilized for mooring.
Small buildings currently exist on two of the floating docks, and are currently being utilized.
Various entrance driveways, vehicular access ways and parking areas exist on-site, and are
constructed of paving, gravel, concrete and sediment. Exhibit 3 is an aerial image taken from the
New Hanover County GIS website that shows the site as it currently exists in relation to the
property boundary.
The site is characterized by generally flat topography, which gently slopes eastward toward the
Northeast Cape Fear River. Coastal marsh exists in the northern and eastern portions of the
property adjacent to the river, as well as some Section 404 jurisdictional wetlands directly
landward of the coastal marsh. Isolated wetlands also exist on the property. Vegetation on-site
primarily exists in the wetland areas and consists of sparse hardwoods and pines mainly located
in the southern portion of the site, swamp forest vegetation and coastal species. Most of the
upland portion of the site has been cleared, and most of it is impervious. Exhibit 4 shows the
extent of coastal marsh, jurisdictional wetlands and upland, based on a delineation performed in
May 2007.
Historic dredging has occurred most recently in the vicinity of the existing docks and former ship
berth, and more distantly in the vicinity of the remnant dock along the northern site shoreline. A
dredging permit (Permit No. 168-77), originally issued in 1983, has been in-place and renewed
regularly to maintain the bottom depth along the shoreline between the southern edge of the
former ship berth, and the former northern property boundary (500 ft. north of southern extent).
The permit allowed for the maintenance of a depth of -12.0 ft. mean low water (MLW). A copy
of the permit is attached. A diagram showing the extent of area included in the previous permit in
relation to existing site features is attached as Exhibit 5.
THE CLARK GROUP

F e': l
3.0 PROPOSED SITE MODIFICATIONS: t
The proposed site modifications include installation of bulkhead along historical bulkhead traces
and along locations where bulkheading currently exists. The area behind the bulkhead, where
applicable, is proposed to be backfilled with porous stone to promote stabilization and drainage'
behind the structure. The elevation of the top of the bulkhead will be synonymous with the
existing ground surface. The backfilling and grading are proposed to be finished to match the
existing grade. The elevation of the section of existing bulkhead between the northernmost dock
and the next dock to the south is proposed to be raised to the elevation of the existing land
surface, and appropriately backfilled. The proposed bulkhead layout is shown on Exhibit 6 and a
typical cross-section is included as Exhibit 7.
Some areas of coastal marsh exist landward of the proposed bulkhead (along the trace of previous
bulkheading). Field investigations verified that the coastal marsh vegetation in these areas is
rooted above buried man-made structures and debris, and is voluntarily established. These areas
are proposed for filling.
The dockage will be expanded along the waterfront in accordance with the attached diagram. The
proposed dock layout includes utilizing the existing floating docks extending from the northern
edge of the former assembly area, with the addition of several finger piers, and a section of
transitional docking extending into the former assembly area. An additional pier will be
constructed along the shoreline north of the former ship berth, with finger piers, as shown. One
additional pier and floating dock will be constructed extending from the southern edge of the
former assembly area (Exhibit 6).
The crib and railway in the former assembly area will be removed to accommodate construction
of a dry-stack boat storage facility adjacent to the western end of the former ship berth. A boatlift
will be constructed at the western end of the ship berth to transfer watercraft into and from the
water, and will directly access the dry-stack facility. The dry-stack facility is proposed to occupy
a footprint area of approximately 26,250 ftZ and will be 40 ft. in height, consistent with the
property's zoning classification. The height may be extended if it is determined that the property
is within the Urban Transition Area, which allows buildings up to 80 feet in height. The
footprint is shown on the attached site plan (Exhibit 6).
A request is made herein to reinstate the former dredging permit with the same conditions and
limitations as previously imposed. The permit allowed for maintenance dredging to a depth of
-12.0 ft. MLW (-11.9 ft. MLLW) between the former ship berth and the northern property line of
the former Wilmington Shipyard tract (500 ft.). A diagram showing the area covered under the
previous permit is attached as Exhibit 5. It is requested that this portion of the permit application
be expedited, if possible, as the conditions of the requested reinstatement are exactly the same as
those allowed under the previous longstanding permit.
A new dredging permit is being requested for the former ship berth area to accommodate the dry
stack storage facility. After the removal of the existing rail system, the dredging is proposed to a
depth of - 6 ft. MLLW between the reinstated dredge area and the western end of the ship berth.
A 20 ft.-wide upland cut is proposed extending approximately 80 ft. west of the ship berth area to
a depth of - 6 ft. MLLW, a part of which will be located beneath the proposed dry stack facility.
This will facilitate the transfer of personal watercraft from the dry stack facility into the marina,
which will be accomplished using a gantry crane lift system. The proposed modifications are
shown on Exhibit 6 and a proposed dredging plan is included as Exhibit 8. The area designated
for maintenance dredging disposal is depicted on Exhibit 17.
THE CLARK GROUP
Two isolated areas of coastal marsh are located at the western extent of the former ship berth
where excavation is proposed for construction of the boat well in the dry storage facility. The
area proposed for excavation exists between the two identified areas of coastal marsh; therefore,
removal of the concrete rails associated with the previous shipbuilding facility, and construction
of the boat well will not impact these areas (See Exhibit 8).
A public fueling station is proposed to be located at the southern point of the former ship berth
and the river (Exhibit 16). The tankage will consist of two (2) 12,000-gallon fiberglass coated ,
double-walled steel underground storage tanks (USTs) for the storage of gasoline and diesel fuel,
and will be located in an area to the north side of the future marina building. Double-walled
product piping will transfer the fuel from the USTs to the fuel dispensers that will be located on a
dock along the Cape Fear River, and to fuel dispensers that will be located in front of the future
marina building. All UST system components and equipment will be specified to comply with
Title 15A of the North Carolina Administrative Code, Chapter 2, Subchapter 2N (15A NCAC
2N).
According to 40 CFR, Part 112, the facility is not subject to a Spill Prevention, Control, and
Countermeasures (SPCC) Plan, because the total tank capacity will not be greater than 42,000-
gallons. The docking and fueling system will, however, be designed and operated to include best
management practices contained in the Environmental Protection Agency (EPA) National
Management Measures Guidance to Control Nonpoint Source Pollution from Marinas and
Recreational Boating, November 2001. This will include the placement and upkeep of
strategically located spill kits for emergency spill cleanup, and a written plan describing actions
to be taken in the event of a release. A copy of the applicable sections of the document is
attached. The site diagram shows the proposed locations for the USTs, product piping, and fuel
dispensers. To accommodate the proposed fueling operations, a pier and dock are proposed to
extend eastward at the southern end of the former ship berth area, as shown on Exhibit 16. .
The remainder of the site will eventually be converted to a mixed-use development consisting of
both residential and commercial usages. The eventual site plan will likely be comprised of at least
some condominiums, and retail establishments. The long-term plans are conceptual at this time,
and, the fmalized plan will take into consideration the market conditions when the actual design is
developed. Exhibit 9 shows a possible conception of what the entire development may resemble
upon completion. The plans are still in the development phase, and are, therefore, subject to
change. Additionally, the applicant is in the process of negotiating with the North Carolina
Department of Transportation (NCDOT) to acquire the right-of-way along the northern section of
Point Harbor Road to facilitate development in this area. To facilitate future plans, permanent 8-
inch water and sewer mains are also proposed to be installed beneath the Northeast Cape Fear
River, as depicted on Exhibits 14,15-A and 15-B.
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THE CLARK GROUP
DCM MP-1
MAY 1 4 2008
?;B- 0631

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APPLICATION for
f4 APR
Major Development Permit,
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Old Wilmington Shipyard, Llc And Holmesbridge, Llc Point Harbor Marina
Applicant 1: First Name MI Last Name
Michael C. White
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
1550 Point Harbor Drive Wilmington NC
ZIP Country Phone No. FAX No.
28401 United States 910 - 254 - 2096 ext. 910 - 254 - 2098
Street Address (if different from above) City State ZIP
Same -
Email
[e-mail]
2. Agent/Contractor Information
Business Name
The Clark Group
Agent/ Contractor 1: First Name MI Last Name
Stephen L. Clark
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
10136 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28404 910 - 602 - 3900 ext. - - ext.
FAX No. Contractor #
910 602 3975
Street Address (if different from above) City State ZIP
5000 Blue Clay Road Castle Hayne NC 28429-
Email
[e-mail]
<Form continues on back>
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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 1550 Point Harbor Road 2142
Subdivision Name City State Zip
n/a Wilmington NC 28401-
Phone No. Lot No.(s) (if many, attach additional page with list)
910 - 254 - 2096 ext. I I I ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cape Fear Northeast Cape Fear River
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 Northeast Cape Fear 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.
New Hanover County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
2,140 1,278,921.6
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
903,434.4 sq.ft., 336,718.8 sq.ft. , 38,768.4 sq.ft., NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 1.7 feet ®NHW or ?NWL
e. Vegetation on tract
Upland - acer rubrum; populus deltoides; salix nigra; ligustrum sinense
Wetland - acer rubrum; salix nigra; ligustrum sinense; lunicera japonica; phragmites australis; juncus effusus
f. Man-made features and uses now on tract
1) tin quonset but - vacant, formerly Cape Fear Rowing Club; 2) barge-mounted frame bldg. on southern pier - yacht sales;
3) frame bldg. with shed - landscaping company; 4) frame bldg./warehouse - private sea exploration company; 5) two pile-
supported bldgs. on upland adjacent to docks - offices; 6) docks - boat docking; 7) frame bldg. on main dock - dockmaster
office; 8) railway and concrete runners - used in former shipbuilding operations; 9) stormwater pond - stormwater
management; 10) two wastewater disposal systems - septic disposal for on-site businesses; 11) pavement, crushed stone,
concrete, sediment - driveways and parking
g. Identify and describe the existing land uses adiacent to the proposed project site.
1) adjacent property to the north - NCDOT, Highway 133 right-of-way; 2) private property adjacent to the north - Mr. William
Smith - Worsley Truck Stop; 3) private property adjacent to the north - Eagle Island, LLC, vacant; 4) adjacent to the south -
David and Constance Roderick, salvage operations; 5) adjacent to the west - NCDOT, right-of-way US Highway 421; 6)
adjacent private property to the west - Robert and Ann Bryden, vacant; 7) adjacent property to the west - New Hanover
County government, firing range.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
1-1 - Industrial District (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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Form DCM MP-1 (Page 3 of 5) t, FA APPLICATION for
Major Development Permit
?r yp.
<Form continues on next page>
m. (i) Are there wetlands on the site? j Yl ps:??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.
There are two subsurface wastewater disposal systems on-site. Each facility has its own septic and pump tank system,
which are routed for disposal into wastewater disposal fields. One small field is located behind (south of) and services the
building occupied by the landscaping company, while all other buildings are serviced by a centrally located larger field. The
attached map (Exhibit 2) entitled "Site Map - Existing Site Conditions" shows the locations of the fields. The files at New
Hanover County Department of Environmental Management were searched for permitting information, and none was found.
Interviews with the staff indicate that the system was installed prior to the requirment for permits (during operations as the
former shipyard), and that all existing buildings were connected to the previous waste disposal field. The fields were
physically located as shown on the site map.
o. Describe existing drinking water supply source.
The water supply for the site is derived from the city of Wilmington through a line extending beneath the Northeast Cape
Fear River originating at the end of Cowell Street, on the eastern river bank.
p. Describe existing storm water management or treatment systems.
The stormwater is managed utilizing two stormwater ponds on-site. The first pond in the series is for settling, and the second,
bigger pond is for infiltration of stormwater.
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.
The site will be utilized as a commercial dry storage and wet slip marina facility for boats. Boats will be stored on-site and
transferred in and out of the water, as requested by patrons. The dry storage facility will be located at the end of the existing
former ship berth, which will be utilized as the boat processing area, and for transitional dockage during boarding and
unboarding processes. This is detailed in the project narrative that is attached as part of this submittal.
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.
The construction process will involve the use of heavy equipment in the upland areas for site preparation and building and
bulkhead construction operations. The bulkheading will be installed by sheet-piling methods, and anchored into the bank as
shown on the attached bulkhead diagram (Exhibit 7). Dredging equipment (crane with clamshell bucket) will be utilized to
dredge the areas included in the previous dredging permit, which is requested to be re-instated herein. Dredging operations
will also utilize backhoes, bulldozers, etc.to manage spoil material. Specialized equipment will be utilized to remove the
existing railway in the former ship's berth.
The re-instated dredging will occur first, synchronous with the construction of the bulkhead, as will the removal of the railway.
The construction of the dry storage facility and boat dockage will occur after the bulkhead is constructed and dredging
completed.
d. List all development activities you propose.
1) Installation of bulkheading; 2) Dredging of near-shore areas as performed under the previous permit; 3) Excavate boat
well, and dredge ship berth area, 4) Construction of boat docking structures; 5) Construction of the dry storage facility; 6)
Installation of underground storage tanks and watercraft fueling station;and, 7) Construction of parking areas and entrance
road.
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? 2.75 ?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?
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
h. Describe location and type of existing and proposed discharges to waters of the state.
Discharge of dredge spoil drainage into Northeast Cape Fear River (Exhibit 8).
T Will wastewater or stormwater be discharged into a wetland?
?Yes ®No
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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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) - (t) 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 NCDOT Phone No. [phone]
Address 124 Division Drive, Wilmington, NC 28401
Name Eagle Island Limited, LLC Phone No. [phone]
Address 3330 River Road, Wilmington, NC 28412
Name David and Connie Roderick Phone No. [phone]
Address 2056 North Kerr Avenue, Wilmington, NC 28405
Name North Carolina State Ports Authority Phone No. [phone]
Address 2202 Burnette Blvd., Wilmington, N.C. 28401
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 168-77, Wilmington Shipyard, Inc., 11/07/77 CAMA Permit 67-02, Cape Fear Marina, LLC, 05/23/02
CAMA Gen. Permit No. 018349, Wilm. Shipyard, 06/04/98 CAMA Permit 67-02 (Mod.) Cape Fear Marina, LLC 10/17/03
CAMA Gen. Permit No. 020689-D, Wilm. Shipyard 10/01/98 ACOE I.D. 200200643, Cape Fear Village Marina, 11/25/03
Although written record of a violation was not found during
researching site history, during the initial scoping meeting,
Mr. Jim Gregson stated that the floating building that exists
on-site is in violation of CAMA rules. Mr. Gregson stated at Z. IV,
that time, and it is duly noted, that the building will have to t E
be removed as a condition to issuing this permit.
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)
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Form DCM MP-1 (Page 5 of 5) APPLICATION for
Major Development Permit
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 April 09, 2008 - Modification Print Name Stephen L. Clark, The Clark Group, Authorized Agent
for Michael C. White, Manager, Old Wilmington Shipyard, LLC and
Holmesbridge, LLC
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
F Lip-
252-808-2608 t 4 y''??'v`. r x
252-508-2608 .. 1-688-,VGRCOAST .. w%s,ers.neconstalmanaEement.rbet
Form DCM MP-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 relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin Rock
Breakwater (excluding
shoreline
(NLW or stabilization
NWL
Length NA 80 500 NA NA NA 350
Width NA 20 300 NA NA NA 100
Avg. Existing NA 0 8.0 NA NA NA 4.0
Depth

Final Project NA 6 12 NA NA NA 7.8
Depth
1. EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
20,416 cu. yds.
Type of material to be excavated.
River deposits including sandy, silty and clayey material
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SIB), 1,689 cu. yds. for boat well construction; and, 3,425 cu.
or other wetlands (WL)? If any boxes are checked, provide the yds. for contaminated soil removal
number of square feet affected.
?CW ?SAV ?SB
?WL NNone
(ii) Describe the purpose of the excavation in these areas:
Reinstating the dredge area covered under the former permit to
allow boat access to the exisiting and proposed docks, as well
as dredging the planned transitional area for personal watercraft
(former ship berth) is proposed. The upland excavation is
proposed to construct a well to launch and retreive watercraft,
and, also to remove previously identified contaminated soils.
Isolated areas of coastal marsh are located at the western
extent of the former ship berth where excavation is proposed for
construction of the boat well in the dry storage facility. The area
proposed for excavation exists bewteen the two identified areas
of coastal marsh; therefore, removal of the concrete rails
associated with the previous shipbuilding facility, and
construction of the boat well will not impact these areas.
?? Pty 't

F'g
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Temporary disposal of dredge spoils will be on-site until Irregular, as shown on the attached site plan. The total
transport to off-site areas. The temporary storage area area is 10,860 square yards.
(located directly west and south of the ship berth) is
specified to be 97,744 sq.ft., and will be surrounded by a
7.5 ft. berm to contain the dredge material. Drainage piping
will be installed through the wall the bermed area to provide
drainage during dredging. The water is proposed to outfall
into the river. The dredge spoil area is shown on Exhibit 8.
Contaminated soils will be disposed at a permitted facility.
252-808-2808 :: 9-888-4RCOAST :: www.nccoastta1lmara;jament.nat revised: 12/26106
Form DCM MF-2 (Excavation and Hill, Page 2 of 3)
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?
An area along the northern shoreline has been
designated for disposal of maintenance dredge material,
as shown on Exhibit 17.
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:
3. SHORELINE STABILIZATION
(if development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
®Bulkhead ?Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: - 7 ft., where
applicable. Most of the bulkheading is proposed to be along the
existing bulkhead or landward of NHW. A few sections are
proposed along the trace of former bulkheading (as evidence by
previous pile structures). These areas extend waterward of NHW.
The average distance was estimated from these areas, which
range from 0 feet to approximately 20 feet (Exhibit 6). Some areas
of coastal marsh exist landward of the proposed bulkhead (along
the trace of previous bulkheading). Field investigations verified
that the coastal marsh vegetation in these areas is rooted above
buried man-made structures and debris, and is voluntarily
established. These areas are proposed for filling.
e. Type of stabilization material:
Vinyl bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 8,402 Riprap
Breakwater/Sill Other
i. Source of fill material.
Commercial Mine
f. (i) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?
?This section not applicable
b. Length: 1.734 ft.
Width: 1.5 ft.
d. Maximum distance waterward of NHW or NWL: 20 ft.
A?'tFL ? ?T {µ X4.4
N c
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes ®No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Gravel with a soil cover
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a (i) Will fill material be brought to the site? ?Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
.moo.
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
suomergeo aquauc vcyaiduUi 1 kQM Vj, anon .,.. , „ k--J, -•
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the fill in these areas:
252-608.2808 :: 1-883-411COAST :: vasvvvv nccoastaimana-q--m(=- at-raet revisad: 12126/®S
Foam ®C ABP-2 (Excavation and Pill, Page 3 of 3)
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 fencing and seeding, where applicable Crane with clamshell bucket
c. (i) Will navigational aids be required as a result of the project?
?Yes ENo ?NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ?Yes ®No ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
April 09, 2008
Date
Point Harbor Marina - Modification
Project Name
Stephen L. Clark, The Clark Group, Authorized Agent
for Michael C. White, Manager, Old Wilmington Shipyard, LLC and
Holmesbridge, LLC
ApplicantNaaie-. --"\
Applicant Signature
hz?
C°? Fw
: iV
252-508-MB :: I-SSS-4RCOAST :: wave.nccoastaimanagement.ras't revised: 12/26/06
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
proposed.
One dry boat storage facility is currently planned as shown
on Exhibit 6. Two Underground tanks and associated piping
for marina fueling as shown on Exhibit 16. Future
development plans include residential and retail units;
however, the plans are only conceptual at the present time,
and will ultimately be designed based on future market
conditions at the time the specific plans are developed. One
such concept plan is shown on Exhibit 9. Dredge spoils will
be temporarily staged in two planned areas, during the
preliminary stages of site development.
b. Number of lots or parcels.
One
c. Density (give the number of residential units and the units per
acre).
NA
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?
?Yes ENo ?NA
(ii) If yes, list the date submitted:
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
142,119 sq. ft. (3.26 acres)
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
asphalt and concrete parking areas
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built-upon surfaces, such as require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
0.23 acres ?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.
The current impervious surfaces cover 25% of the total tract
to the mean high water line. The initial phase of
development (dry boat storage) will add 0.35 acres of
impervious surface to the total area, increasing the
percentage to approximately 27%.
(ii) If yes, list the date submitted:
pp R
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j. Describe proposed method of sewage disposal.
With the initial phase of development, the dry storage
facility will be connected to the exisiting conventional
sewage system. A public sewer connection will be
required for future development plans. To facilitate
these plans, the installation of an 8-inch sewer force
main is included in this application (Exhibits 14 &15A)
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).
Dredge spoil de-watering effluent during dredging
operations
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
The current drinking water is supplied by the city of
Wilmington through a 2-inch water line installed beneath
the NE Cape Fear River. This application includes the
installation of a permanent 8-inch water main beneath
the river, as shown on Exhibits 14 and 15B.
o. When was the lot(s) platted and recorded?
06/2006
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.
(i) Will water be impounded? ®Yes ?No ?NA
(ii) If yes, how many acres? Stormwater is currently
impounded in a 0.10-acre pond, which will continue to
be utilized during the initial development phase.
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
April 09, 2008
Date
Point Harbor Marina - Modification
Project Name
Stephen L. Clark, The Clark Group, Authorized Agent
for Michael C. White, Manager, Old Wilmington Shipyard, LLC and
Holmesbridge, LLC
Applicant Na
Applicant Signature

?? P Ufa .. u •,',u (a(L e . ss.??c e?a?rtiv acenecru .cc
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 2
(iii) Length 1,287 ft. (see Exhibits 6 and 6A)
(iv) Width Variable: 6 ft. to 20 ft.
(v) Floating ®Yes ?No
d. (i) Are Finger Piers included? ®Yes ?No
If yes:
(ii) Number 12, plus fuel and transitional docks (canal)
(iii) Length 515 ft.
(iv) Width 4 ft. - 6 ft.
(v) Floating ®Yes ?No
e. (i) Are Platforms included? ?Yes ONo f. (i) Are Boatlifts included? ?Yes ®No
If yes: If yes:
(ii) Number (ii) Number
(iii) Length (iii) Length
(iv) Width (iv) Width
(v) Floating ?Yes ?No
Note: Roofed areas are calculated from drip/ine dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
21 (see Exhibit 9A) ? Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
17 (see Exhibit 2A - taken from 2000 permit application) ® Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 21
® Dry storage; number of boats: 200
? Boat ramp(s); number of boat ramps:
? Other, please describe:
i. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
® Land cut and access channel charter boats, sail boats, mixed types).
®Open water; dredging for basin and/or channel Mixed personal watercraft to include recreational fishing
[]Open water; no dredging required boats, smaller yachts, open runabouts and sailboats
[]Other; please describe: (wetslips), etc.
k. Typical boat length: 25 to 30 feet I. (i) Will the facility be open to the general public?
?Yes ®No
n q,Aw ?; F ,
m. (i) Will the facility have tie pilings? r
®Yes ?No
(ii) If yes number of tie pilings??
4 ilk, 11
252-808-2808 :: 1-838-4RCOAST :: ?rvssa?aoncco?s?a@avaac?a?????aen?ae??? revised: 92127/06
ForM DCM MF-4 (Sfrasolures9 Page 2 of x)
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: 6; Location: 3 for wetslip area and 3 in dry storage area.
® Showers
® Boatholding tank pumpout; Give type and location: 1,000-gallon holding tank to be pumped and disposed off-site. The tank will be
located adjacent to the dry-storage facility, in the vicinity of the fuel tanks, for accessibility by the waste hauler.
b. Describe treatment type and disposal location for all sanitary wastewater.
Sanitary sewer for the marina facility will be provided on-site in the existing disposal field. The sewage originating from boats
will be pumped into a tank for storage, which will be removed and disposed by a licensed waste hauler. Ultimately, a connection
to public sewer will be necessary for future development plans.
c. Describe the disposal of solid waste, fish offal and trash.
Publicly available trash pickup and disposal service
d. How will overboard discharge of sewage from boats be controlled?
It will be posted that no overboard discharge of sewage is allowed. This will also be stated in the agreement that specifies the
terms of membership, which will be signed by each patron prior to utilizing the facility.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
One sign will be located on each side of every run of dock and two signs will be placed in the transition area between the dry
storage facility and the river.
(ii) Give the location and number of "Pumpout Available" signs proposed.
One "Pumpout Available" sign will be placed at each location where "No Sewage Discharge" is posted.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
Two 12,000-gallon double-wall underground storage tanks and associated double-wall piping, containment sumps, electronic
leak sensing devices, and spill and overfill devices will be installed on site at the location shown in Exhibit 16 for marina fuel
sales. The flexible double-wall piping suspended under the dock is manufactured specifically for marinas and consists of flexible
double-wall piping inside a flexible UL360 listed metallic conduit for fire protection, impact resistance and UV stability.
g. Where will residue from vessel maintenance be disposed of?
NA
h. Give the number of channel markers and "No Wake" signs proposed. No channel markers will be required, and no "No Wake" signs
are proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
There will be one fuel handling facility. The facility will be equipped with two double wall 12,000-gallon fiberglass coated steel
tanks and associated double-wall piping, containment sumps, electonic leak sensing devices, and spill and overfill devices
providing secondary containment and state of the art leak detection. The system will be installed and operated in accordance
with appicable North Carolina laws (15A NCAC 2N). The fueling dock will be designed for quick spill cleanup with appropriately
placed containment booms and absorbant materials, as described in the EPA publication "National Management Measures to
Control Nonpoint Source Pollution from Marinas and Recreational Boating". All fueling staff will be trained to utilize the
r ing and cleanup of spills.
containment and cleanup equipment, and specific written procedures will be in-plK, reYDEo
,3- ,
,
. c_,• z. n __..

2 52-8 28-2838 :: 9-888-4RC0,A5T :: ivy.race®asta9?aaare? ecuae?t.c?e: rwAsech 12/27105
Form DCM MP-4 (Structures, Page 3 of 5)
What will be the marina policy on overnight and live-aboard dockage?
Occasional overnight docking may be allowed on a case-by-case basis; however, standard policy will be that no live-aboard
dockage will be allowed.
k. Describe design measures that promote boat basin flushing?
The transitional basin is an exisiting feature. Planned dredging and maintenance of the water depth should promote adequate
flushing.
1. If this project is an expansion of an existing marina, what types of services are currently provided?
The marina, as it exists, leases most of its available dock space to a yacht sales company. The remainder of the available
dock is leased to a private sea exploration company.
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ONo
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
(SI3), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
OCW 2212 ?SAV ?Sl3
?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
15. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b fl aIs1AnWe fr6rkJ4 * NWL, or wetlands

252-808-2808 :: 1-888-4PCOAST :: wtvw.nccmestzilaa anaciemneca?.nat revised: 12127106
FOr 0 CM MP-4 (Structures, Pa3z a 4 of 5)
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
?Commercial ?Public/Government ?Private/Community
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
e. Arc of the swing
7. GENERAL
r k"
APR p It 2 5'119
bC. ?.n' C l+ f,. ? L., ? e. V, s ? M n R ? Y I! ? aF"
a. Proximity of structure(s) to adjacent riparian property lines
The transient dock along the southern shoreline is located
approximately 15 feet from the southern property boundary,
the property beyond which is owned privately. The
proposed boat dock is located approximately 450 feet from
the northern property boundary, which marks the boundary
of the North Carolina Department of Transportation
(NCDOT) right-of way for North Carolina Highway 133, and
the Isabella Holmes bridge.
Note: For buoy or mooring piling, use arc of swing including length
of vessel
c. Width of water body
850 feet (see Exhibit 3A)
e. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
The proposed dry storage building will be located at the
western end of the transitional basin, approximately 230
feet from the closest dock. The existing office building is
located approximately 50 feet from the existing dock at its
closest point. This building will be approximately 40 feet
from the proposed dock after its construction. The existing
sea exploration company building is located approximately
140 feet from the existing dock, and will be located
approximately 130 feet from the proposed dock.
d. Water depth at waterward end of structure at NLW or NWL
-14 ft. MLLW
18. OTHER ®This section not applicable
a. Give complete description:
252-803-2203 :: I-EMS-4RCO&ST :: v ?en$,oac?®es?a9 aa? aa????c.cu t revised: 32/27/33
Form OC MF®4 (stmcturaas, Page a of 5)
April 09, 2008
Date
Point Harbor Marina - Modification
Project Name
Stephen L. Clark, The Clark Group, Authorized Agent
for Michael C. White, Manager, Old Wilmington Shipyard, LLC and
Holmesbridge, LLC
ApplicK =I?Le(
Applicant Signature

APR 1 F L <d
? Cd4 'Ov 4 L IA F t t. 1 P 4 yX
252.-81,3S-2S03 :: q-388-'IMOAS r :: v saTr?s,rn?.?a?su???ru??aa a co?,aae rav is d: 2/27105
LIST OF EXHIBITS b \
EXHIBIT 1
EXHIBIT 2
EXHIBIT 2A
EXHIBIT 3
EXHIBIT 3A
EXHIBIT 4
EXHIBIT 5
EXHIBIT 6
EXHIBIT 6A
EXHIBIT 7
EXHIBIT 8
EXHIBIT 9
EXHIBIT 9A
EXHIBIT 10
EXHIBIT 11
EXHIBIT I IA
EXHIBIT 1 I B
EXHIBIT 11 C
EXHIBIT 12
EXHIBIT 13
TOPOGRAPHIC VICINITY MAP x
a P
EXISTING SITE CONDITIONS
DETAIL SHOWING PERMITTED SLIPS
2002 AERIAL PHOTOGRAPH OF SITE WITH PROJECT
BOUNDARY
2002 AERIAL PHOTOGRAPH OF SITE SHOWING THE
RIVER WIDTH AND CHANNEL DESIGNATIONS
WETLANDS LOCATION MAP
SITE MAP SHOWING AREA OF PREVIOUS PERMITTED
DREDGING ACTIVITIES
PRELIMINARY SITE PLAN
DETAIL OF PROPOSED BULKHEAD LAYOUT
TYPICAL CROSS-SECTION OF PROPOSED BULKHEAD
DREDGE PLAN
MAP DEPICTING A POSSIBLE CONCEPTUAL PLAN FOR
SITE DEVELOPMENT
DETAIL SHOWING THE PROPOSED BOAT SLIPS
TAX MAP SHOWING THE SITE AND ADJACENT
PROPERTY OWNERS
EXISTING PIER PLAN AND PROFILE SHEET
PROFILE OF DOCK A
PROFILE OF DOCK B
PROFILE OF DOCK C
PROFILE THROUGH SHIP BERTH AND PREVIOUS
DREDGE AREA SHOWING THE EXISTING BOTTOM AND
PROPOSED DREDGE DEPTH
PROFILE OF PROPOSED DOCK
THE CLARK GROUP
S
11•.x:. 4
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