20071915 Ver 1_CAMA Application_20071113

~~c~
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: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality, Wetlands Unit
FROM: Doug Huggett
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 8 November 2007
07`i815
Respond to Doug Huggett
Morehead City Office
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SUBJECT: CAMA Application Review
I.~k:rarc - yYA7~Ft ~i ;~.~i ~ v
WETt ANDS ~+~D $Tt3nt,~yA ~ E~ 3R}WCH
APPLICANT: Smithwick Enterprises Lee S. Sheppard Park Boat Company -Dry Stack Marina
PROJECT LOCATION: 980 US HWY 175, adjacent to Paradise Creek, a tributary of the Tar
River, near the City of Washington, in Beaufort County.
PROPOSED PROJECT: Applicant proposes to convert an existing commercial facility to a dry
stack marina.
Please indicate below your position or viewpoint on the proposed project and return this form by 29
November 2007. Please contact Mike Thomas at 252-948-3950, if you have any questions regarding the
proposed project. When appropriate, in depth comments with supporting data are requested.
REPLY
Signed
This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Date
N~One Carolina
~vaturaQy
943 Washington 5quere Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.neU
An Equal Opportunity 1 Affirmapve AGdon Empbyer- 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT' S NAME: Park Boat Company -Dry Stack Marina
2. LOCATION OF PROJECT SITE: 980 US HWY17S, adjacent to Paradise Creek, a tributary of the Tar
River, near the City of Washington, in Beaufort County.
Photo Index 2006: 100-8160 I:17 2000: 100-1143 I:16
State Plane Coordinates - X: 655,800 Y: 2,566,7000 GPS Rover File # N/a
USGS Quad: Washington (middle)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 27 August 2007
Was Applicant Present -Consultant
5. PROCESSING PROCEDURE: Application Received - 2 November 2007
Office -Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Municipal
(B) AEC(s) Involved: PTA, PTS
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing -Septic tank and drain field.
Planned - N/A
(F) Type of Structures: Existing -Boat ramp, launch pier, bulkhead, large building, driveways
and parking lots.
Planned - X30,702 ft2 dry stack facility for 225 boats, boat basin with
10 slips, maintainance excavation, boat ramp for travel lift, finger piers,
additional parking.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
T)RFI~('TF.1~ FILLED OTHEB
(A) Vegetated Wetlands (404) 2,542 ft2
(B) Non-Vegetated Wetlands X21,600 ft- ±2,742 ft'-
Creek bottom (±1900 yds3) (shaded)
(C) High Ground ±2,729 ft2
(excavated)
(D) Total Area Disturbed: f 29,613 ft2
(E) Primary Nursery Area: Yes, Inland
(F) Water Classification: C/NSW Open: No
8. PROJECT SUMMARY: The applicant proposes to convert an existing commercial facility to a dry
stack marina.

Park Boat Company Dry Stack Marina
Beaufort County
Project Setting
The project site is located at 980 US HWY17S adjacent to an unnamed tributary
of the Tar River (locally known as Paradise Creek), near the City of Washington, in
Beaufort County North Carolina. The 3.39 acre tract was the location of Park Boat
Company's retail operation.
At present, 154% of the project site is covered in impervious surface in a mixture
of pavement, gravel, and structures. X12.3% of the Coastal Shorelines Area of
Environmental Concern is covered by impervious surface. Existing struchires located on
the upland portion of the project site include a centrally located sales showroom with a
repair shop in the rear, gravel driveways and parking areas. Water dependent structures
present inchide a boat ramp, small launch pier and dock, and the remains of a bulkhead.
Vegetation on the tract is limited to lawn grasses and ornamental shrubs. The tract
is bordered to the south by another commercial facility and to the north by a small
commercial facility. Several other commercial facilities are located along that stretch of
US HWY17S. This Luinamed tributary to the Tar River is not classified by the North
Carolina Environmental Management Commission but the Tar River is classified as
C/NSW near the project site. The Tar River near the project site is classified as an Inland
Primary Nursery Area by the NC Wildlife Resources Commission.
Project Description
The applicant is proposing to reconfigure the existing boat sales and repair
facility to a dry stack marina operation. The proposed dry stack will consist of two units
capable of housing 225 boats. The dry stacks will be constructed with open sided steel
frames and will sit on 130,703 ftZ concrete pad. The filling of (2,452 ft2 of 404 wetlands
is proposed to create a X9,970 ftz concrete ramp and travel way for the lift system.
Stormwater treatment measures are also proposed beneath the concrete. The existing
showroom and office building will receive a X1,980 ftz addition to fiinction as a service
shop. Fifty-four parking spaces are proposed to service the marina.

The applicant is proposing to dredge a X540' X X40' X -5' channel in the
adjacent unnamed tributary of the Tar River (locally known as Paradise Creelc). The work
is proposed as maintenance of an existing channel based on work that was performed in
the 1970s by the previous owner of the project site. No maintenance dredging has been
conducted since then.
Additional water dependent development includes the excavation of X250' X 14'
X -5' boat basin to house 10 boat slips. Three X12' X ~3' catwalks and (3) X25' X t6'
piers are proposed to service the boat slips and boat ramp. Access to the docking facility
will be provided by X128' X ~6' of boardwalk along the shoreline south of the boat ramp
and by f236' X f6' of boardwalk along the shoreline north of the boat ramp. An
additional X93' X 6' elevated boardwalk is proposed along the south end of the travel lift
ramp. The shoreline will be stabilized by X744' of bulkhead in a combination of new and
replacement work.
Anticipated Impacts
The project as proposed will result in the dredging of X21,600 ft2 (1900 yds3) of
creek bottom, shading of ±2,742 ft2 of creek bottom, X744 ft2 of creek bottom fill, X2,542
ft2 of fill in 404 wetlands, and, which will result in localized, short term, turbidity as a
result of the marina and shoreline stabilization construction activities. Impacts due to
upland development include the excavation of X2,729 ft= uplands.
Mike Thomas
DCM

Park Boat Company
Dry Stack Facility
Major CAMA Permit Application
October 11, 2007
PROPOSED PROJECT DESCRIPTION
Introduction
The proposed project involves the redevelopment of the former Park Boat Company facility located on
Paradise Creek, fronting US Highway 17 South in Washington, Beaufort County, and approximately
centered around latitude 35° 31' 59.21" north and longitude 77° 03' 25.67" west. A copy of the USGS
Topographic Quadrangle-Washington, with the site identified, has been included as Appendix A.
Proposed activities associated with the development, which require CAMA Major permitting include;
maintenance dredge of 21,750 sf access channel in Paradise Creek to -5.0 ft below NWL (1,220 cu. yds.);
excavation of 2,729 sf of uplands to create boat basin (slips); construction of 10 (14' x 25') wet slips;
2,1.84 sf of wooden walkways and 558 sf of wooden walkways over wetlands, 558 square feet of piers
and finger piers (three 3' x 12' finger piers and three 25' by 6' piers). For the purposes of this permit,
walkways are sited entirely over land. The applicants also propose to construct 1721f of retaining wall
and a total of 744 If of bulkhead. The project design requires the fill of 2,452 sf of Section 404 non-
coastal wetlands for the creation of 9,970 sf concrete loading area and ramp for the loading and
unloading of boats from the dry stack. The proposed dry stack facility is 30,703 sf and will be capable of
housing 225 boats at maximum capacity.
Former Site Operation/Existing Structures
The site has been used by Park Boat Company for boat service, sales and service for many years. Park
Boat has moved their main showroom facility to a newer location. Existing structures on site include a
dilapidated wooden bulkhead along the waterfront and a concrete boat ramp. The former showroom and
repair shop (10,855 sf) along with several large gravel access roads and boat parking areas also remain
on site. The existing structures are shown on the enclosed survey of the site (Russell M. Waters)
included as Appendix B. Based on a survey of the existing buildings and gravel on site, there is
currently 77,501.33 sf of impervious surfaces, with approximately 4,390.67 sf in the 30 feet CAMA AEC
and 8,060.72 sf in the 50 feet DWQ Tar-Pamlico Buffer. There are currently no stormwater controls in
place at the site, and based on the topographic surveys provided all surface runoff runs into the public
trust.
Dry Stack Facility
The applicants propose to construct a 30,70 sf dry stack facility capable of housing 225 boats at
maximum capacity. The dry stack will consist of a 30,702 sf impervious footprint with open sided steel
roofs resting on concrete. The applicants may opt to construct a single steel roof structure within the
same footprint (30,703 sf). A 9,970 sf concrete loading area for taking boats in and out of the water will
also be constructed as part of the proposed development.
For purposes of CAMA permitting, retaining wall refers to any structure used to retain soils/change in grade
from upland area to upland areas. Bulkhead refer to retaining walls that divide uplands from waters or
wetlands. 1

Park Boat Company
CAMA Major Narrative
Maintenance Dredging/Upland Excavation
October 11, 2007
The applicants propose to maintenance dredge a channel in Paradise Creek to provide adequate water
depths for boat access. The channel has a history of dredging and the proposed work is considered
maintenance of a channel that has silted up in recent years. The site used to operate as Gaskins Marine in
the 1970's. According to Charles Gaskins and Marshall Singleton (Marine Contractor), the canal
adjacent to the property was opened up to approximately 50 feet and dredged to a total depth of 8.0 feet
below normal water for a distance of more than 800 feet. Letters from Mr. Singleton and Mr. Gaskins
stating their recollection of the dredging of Paradise Creek that occurred in the 1970's, have been
included as Appendix C.
The applicants propose to dredge a 21,750 sf channel in the creek to a maximum depth of 5.0 feet below
normal water level. The average width of the creek is 55 feet and the average width of the proposed
dredging is 40 feet. Based on the surveys provided by Russell Waters (Appendix B) widths of Paradise
Creek range from more than 70 feet to 41 feet at the mouth of the creek leading into the project area. The
applicants will maintain a 10 feet buffer from the opposite shoreline. A 10 feet buffer will allow for a
two to one slope to the proposed project depth of 5.0 feet below normal water. Proposed project widths
are shown on the enclosed site plans.
The dredging will be performed using mechanical methods (ie. dragline or clamshell). A sediment fence
will be erected on site and dredge spoils will be placed behind the fence and allowed to de-water before
being used on site and/or loaded onto dump trucks using front end loaders and backhoes. Any extra
dredge spoils will be transported to a 20 acre farm owned by Mr. Terry Smithwick. No wetlands will be
crossed during the proposed work and all spoils will be kept on site or transferred to a property owned by
the applicant. A site specific Erosion and Sedimentation Control Plan will be filed and obtained prior to
initiation of dredging or any other land disturbing activities. It is recommended that dredging occur
during the appropriate winter months (generally October 31 to February 15) to avoid unnecessary
impacts to aquatic life.
In addition to the maintenance excavation, the applicants propose to excavate 2,729 sf of uplands to
create area for wet slips, additional channel width and area for boat loading and unloading associated
with the proposed dry stack. The proposed excavation depth of the uplands is 5.0 feet below NWL.
StructuresBoat Ramp
Marine, or water dependent, structures associated with the proposed development include the
construction of ten wet slips (14' x 25'), a concrete loading dock (to allow for the loading and unloading
of boats from the water), bulkhead and replacement/reconfiguration of the existing boat ramp.
The applicants propose to construct ten boat slips each 25 feet in length and 14 feet in width with three
finger piers each measuring 12 feet in length and three feet in width at the dock tapering to one foot at the
piling. The proposed slips and finger piers are shown on the enclosed site plan and details sheet. The
applicants also propose to construct 2,184 sf of six feet wide wooden walkways and 924 sf of
docks/platforms. For the purposes of CAMA permitting, docks and platforms are sited partially or
entirely over water and walkways are sited entirely over land. Details of the walkways and docks are
2

Park Boat Company October 11, 2007
CAMA Major Narrative
shown on the enclosed site plan and details sheet.
The dry stack facility requires a loading area where a forklift can drop and retrieve boats. The proposed
concrete loading area is 9,970 sf and will require the fill of approximately 2,452 sf of USACE Section
404 non-coastal wetlands. A wetlands delineation of the site was performed and confirmed by the
USACE. The signed wetlands delineation plat has been included as Appendix D.
The applicants propose to install a total of 744 if of bulkhead around the boat ramps, along the shore, and
the proposed filled wetlands as shown on the enclosed site plan. In addition, the applicants propose to
construct 172 linear feet of retaining wall along the west side of the site as shown of the attached site
plans. Details of the bulkhead and retaining wall are shown on the enclosed site plans and details sheet.
The existing concrete boat ramp is proposed to be realigned as shown on the attached site plans.
Stormwater Management
A Division of Water Quality Stormwater Management Permit for the upland development of the site will
be pursued along with this permit request.
Water and Sewer
Potable water and sewer service will be provided by The City of Washington.

~p1YF1
APPLICATION for
Ma1or Development Permit
Mast ~,~sad ,ti27foe>
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Smithwick Enterprises Project Name (if applicable)
Park Boat Company-Dry Stack Marina
Applicant 1: First Name
Lee MI
S Last Name
Sheppard
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
806 Swan Point Drive PO Box City
Washington State
NC
ZIP
27889 Country
USA Phone No.
252 - 341 -.8081 ext. FAX No.
252 - 975 - 2690
Street Address (if different from above) City State ZI P
Email
scottsheppardi C~3suddenlink.net
2. AgerttlContractor Information
Business Name
Quible & Associates, P.C.
AgenU Contractor 1: First Name MI Last Name
Warren D Eadus
AgenU Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
870 Kitty Hawk NC
ZIP Phone No. 1 Phone No. 2
27949 252 - 261 - 330 0 ext. 227 252 - 261 - 1212 ext. 227
FAX No. Contractor #
252 261 1260
Street Address (if different from above) City State ZIP
8 Juniper Trail Southern Shore s NC 27947 -
Email
weadus®quible.com
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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. #
Beaufort 980 US Highway 17 South US Highway 17
Subdivision Name City State Zip
Cox & Litchfield/ Charles GA Washington NC 27889 -
Phone No. Lot No.(s) (~f many, attach additional page with list)
252 - 341 - 8081 ext. Parcel 1, Parcel 2, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Paradise Creek (Tributary to Pamlico 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 Pamlico 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.
City of Washington
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
483 If existing and 504 If proposed 147,779.88 sf- includes deeded submerged lands
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
3.39 acres , ,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list) Avg. 3.5' ^NHW or ®NWL
e. Vegetation on tract
Slte is currently developed and vegetation on site includes maintained grasses. An area of wetlands has been delineated
and confirmed by the USACE (signed plat included with application). Vegetation that occurs within the wetlands is
predominately P. borbonia, A. rubrum, J. effusis and M. cerifera.
f. Man-made features and uses now on tract
Site was formerly used as a boat sales and repair facility. The site is currently being used, to store boats. All existing
buildings and infrastructure remain on site as shown on the survey.
g. Identify and describe the existing land uses adiacent to the proposed project site.
The site is bound by Paradise creek to the northwest (tributary to the Pamlico River) and undeveloped wetlands to the west.
The site is bound to the south by US Highway 17. The property across Paradise Creek is owned by the City of
Washington.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
The site has been zoned General Business (Attach zoning compliance certificate, if applicable)
®Yes ^No ^NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ^Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ^Yes ®No ^NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^N-A F x .-~
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Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ^No
(ii) Are there coastal wetlands on the site? ^Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ^No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
The former operation used a private septic tank and drain field.
o. Describe existing drinking water supply source.
Water is provided by the City of Washington.
p. Describe existing storm water management or treatment systems.
There are no existing stormwater management or treatment systems on the property.
'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 purpose of the project is the creation of a new sales/service and dry stack facility to be used by Park Boat Company.
Daily operation will include the sale, test driving and repair of boats offered for sale and service by the Park Boat Company.
In addition, the dry stack marina and ten slips will offer moorings for sale and rent to the public.
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 proposed construction methodology will be consistent with projects of this type. The types of equipment and exact
methodolgy will be determined by licensed contractors. Equipment and materials will be stored on site.
d. List all development activities you propose.
The applicants propose maintenance dredging of 21,750 sf of an existing access channel within Paradise Creek to a depth
of 5.0 ft below NWL. Excavation of 2,729 sf of uplands to create boat basin for wet slips to a depth of 5.0 ft below NWL.
Realignment of concrete boat ramp as shown on attached site plans. Construction of ten (14'x 25') wet slips, 3 finger piers
(3' x 12') and 2,184 sf of wooden walkways, three 25' by 6' wide piers (450 sf) and 93 If of 6' wide wooden walkway over
Section 404 Non-coastal wetlands. Construction of 172 If of retaining wall, removal of 300 If of bulkhead and installation of
744 If of new bulkhead. Proposed fill of 2,452 sf of Section 404 non-coastal wetlands for purposes of providing access point
to load and unload boats from the proposed dry stack storage. Proposed mitigation of the wetlands impacts is preservation
of wetlands at a ratio of 10:1 or payment into the EEP at a ratio of 2:1. Construction of a 30,703 sf dry stack storage facility
capable of housing 225 boats. Applicants retain the right to construct up to three buildings and associated access aisles
within the footprint shown on the attached site plan. Proposed 34,903 sf of asphalt paving and access parking associated
with development as shown on the attached site plan. Construct a total of 9,970 sf concrete surface for loading and
unloading boats from dry stack storage. Development includes the construction of a 5,000 gallon above ground storage tank
to store gasoline for retail sale from two dispensers sited on either end of the wet slips. Development of the site includes the
extension of water, sewer, electric and utilities as required by the City of Washington.
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? 2.61 ^Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ^No ^NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Currently, 66,549.26 sf of the site is impervious (gravel entries, parking and roads). stormwater runs overland into Paradise
Creek. A site specific stormwater plan will be developed and approved prior to the development of the site.
252-808-2808 .. °t-888-4RCt3AS7' .. vuww.nccoastalmana+gement.net

Form DCM MP-1 (Page 4 of 5) APPLICATION for
Major Development Permit
i. Will wastewater or stormwater be discharged into a wetland? j$IYes ^No ^NA
If yes, will this discharged water be of the same salinityas 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. Additionallnformafion
In addition to Phis completed application form, (MP-i) 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 TammieB. Starkie Phone No. Not listed
Address PO Box 67 Chocowinity NC 27817
Name Phyllis Hendrickson Phone No. [phone]
Address 138 Paddle Wheel Circle
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.
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 certi y th the information provided in this application is truthful to the best of my knowledge.
Date / 0~3®~d ~- __ Print Name J,U t972~~ t%~y.~
Signature
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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 (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length 540' 250
Width Avg. 40' 14
Avg. Existing '

Depth -3.5 +1.5 NA NA
Final Project '

Depth -5.0 -5.0 NA NA
1. EXCAVATION ^ This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Silts and sands.
-1,900 cubic yards
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
®WL ®None
(ii) Describe the purpose of the excavation in these areas:
d. High-ground excavation in cubic yards.
1,030 cubic yards-includes estimate for stormwater BMPs.
2. DISPOSAL OF EXCAVATED MATERNAL ^This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Uplands area of the site are available for initial soil disposal
and any extra material not used on site will be transported
to a farm owned by Terry Smithwick. The farm is located
on Cherry Run Road (SR 1001).
20 acres
c. (i) Do you claim title to disposal area?
®Yes ^No ^NA
(ii) If no, attach a letter granting permission from the owner.
e. fi) Does the disposal area include any rpastal wetlandg/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:
d. (i) Will a disposal area be available for future maintenance?
®Yes ^No ^NA
(ii) If yes, where?
Disposal will be available at the farm owned by Terry
Smithwick.
lil n~ac the dicpncal jnCll:de any area In fho 1Vafe.?
,~, -
^Yes ®No ^NA
(ii) If yes, how much water area is affected?
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Fo~l'iCit DCM ~P-~ (Exca~ration arot! Fill, Page ~ o>f 3j
3. SHORELINE STABIUZAT/ON
^ phis section not applicable
(If development is a wood groin, use MP-4 -Structures)
a. ~ yNe ~i an[,nCmie s[auwcauon: d. Lengtn: 744 Teet
®Bulkhead ^Riprap ^Breakwater/Sill ^Other:
Width: 1.0'
c. Average distance watenvard of NHW or NWL: 2.0' when the d. Maximum distance waterward of NHW or NWL: 8.0', however, the
proposed bulkhead is a replacement of the existing bulkhead, average distance will not exceed 2' in aeas where the bulkhead is
Much of the proposed bulkhead is landward of the exisiting replaced.
bulkhead as shown on the enclosed site plans. At corner of wet
slips and boat drop there is an area of bulkhead that will be a
maximum of 8 ft. water-ward of the existing shoreline.
e. Type of stabilization material:
Wood and vinyl bulkhead.
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.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 1,763 sf Riprap
Breakwater/S i I I Othe r
i. Source of fill material.
Dredge material from maintenance of the Paradise Creek access
channel and upland excavation for boat basin.
h. Type of fill material.
Silts and sands
4. OTHER FILL ACTIVITIES ^This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the sfte? ®Yes ®No ^NA b. (i) Will fill material be placed in coastal wetlands/marsh (CWI.
If yes,
(ii) Amount of material to be placed in the water 0
(iii) Dimensions of fill area 2.6 acres
(iv) Purpose of fill
Provide grade for Stormwater BMPs. All dredge material
will be used on site as necessary and possible.
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 2.709 ^None
(ii) Describe the purpose of the fill in these areas:
Provide an access point to existing end of channel for putting in
and taking out boats.
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)?
Excavated material will be placed behind sediment curtains. A site
specific Erosion and Sedimentation Control Plan will be
developed for the proposed project activities. Dredging
activities and excavation are expected to be conducted by
mechanical methods, thereby reducing the volume of water or
slurry.
The excavation will be done with a dragline operated from the
uplands on site or by clamshell on barge. Once the material is
placed on the uplands it will be handled with backhoe and front
end loaders and used on site as needed, or loaded into dump
trucks for transport off site, if necessary.
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
®Yes ®No ^NA site? ^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will betaken to avoid or minimize
Channel markers will be installed to mark the entrance channel environmental impacts.
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~'oi'A9r9 ®CIlA ~P-~ 492rccavatiimn aid 9Fi11, Page 3 of 3)
to the marina.
Date f
Project Name
Applicant N me ~
,~ C.~~~~
Appli ant i nature
252-848-2808 :: '9-888-~9i4~d3S1f :: vdwvv.nccoasta9manacaeraaent.nat revasec9: '92!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.
The applicants propose to construct a 30,702 sf dry stack
storage facility and a 1,980 sf addition to an existing
building on site and approximately 359 If of wooden
walkways along the bulkhead at 6 feet wide. 93 linear feet
of 6 feet wooden walkway are proposed over Section 404
Wetlands (MP-4).
b. Number of lots or parcels.
1
c. Density (give the number of residential units and the units per
acre).
No residential units proposed.
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
^Yes ®No ^NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
Proposed impervious coverage within 30 feet AEC is 36.6
percent. Impervious surfaces within the AEC are either
water dependent or sited within areas of existing
impervious surfaces.
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.
Proposed impervious coverage on the entire tract is 62
percent.
j. Describe proposed method of sewage disposal.
Sewage will be handled by the City of Washington. The
site is currently served by an on site septic tank.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
2.61 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Proposed impervious surfaces will be constructed of
concrete and asphalt. Some impervious surfaces may be
developed with permeable pavers, concrete or asphalt as
required in the Stormwater Plan that is currently being
developed.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
^Yes ®No ^NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
^Yes ®No ^NA
If yes, attach appropriate documentation.
X52.808-28082 :: 1-888-~4RC~AST :: vuww.nccoastalmanagement.net revised: 'l212610f~

Form DCM MP-4
STRV CTV RES
(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 3
(iii) Length 25'
(iv) Width 6'
(v) Floating ^Yes ®No
e. (i) Are Platforms included? ^Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ^Yes ^No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
10
(ii) Number of slips existing
0
i. Check the proposed type of siting:
® Land cut and access channel
®Open water; dredging for basin and/or channel
^Open water; no dredging required
^Other; please describe:
k• Typical boat length: 24'
d. (i) Are Finger Piers included? ®Yes ^No
If yes:
(ii) Number 3
(iii) Length 12
(iv) Width 3
(v) Floating ^Yes ®No
f. `(i) Are Boatlifts included? ^Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
® Full service, including travel lift and/or rail, repair or
maintenance service
® Dockage, fuel, and marine supplies
^ Dockage ("wet slips") only, number of slips:
® Dry storage; number of boats: 225
® Boat ramp(s); number of boat ramps: 2-One is existing to be
reconfioured and one for drv stack.
^ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open runabout
I. (i) Will the facility be open to the general public?
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~e~rltt~ ~~M N1P-4 (~t:r~ctures, Page 2 oft 4~
m. (i) Will the facility have tie pilings? ®Yes ^No
®Yes ^No
(ii) If yes number of tie pilings?
13
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: 2; Location: Existing bathroom facilities located within existing buildiing on site.
® Showers
® Boatholding tank pumpout; Give type and location: The appicants propose to purchase a portable pump out station for use at the
facility. The portable pump out will be discharged into the City of Washington sewer system.
b. Describe treatment type and disposal location for all sanitary wastewater.
All sanitary wastewater will be handled by the City of Washington.
c. Describe the disposal of solid waste, fish offal and trash.
There will be no disposal of solid waste fish offal or trash in any waters. All waste will be placed in dumpsters located on site.
d. How will overboard discharge of sewage from boats be controlled?
Signs will be posted forbidding overboard discharge of sewage.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
NA
(ii) Give the location and number of "Pumpout Available" signs proposed.
NA
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
All industrial type pollutants will be used according to manufacturers specifications and will be disposed of according to federal
and state laws. Petroleum products will be contained in Above Ground Storage Tanks with appropriate secondary containment
provided for the tanks, piping runs and dispensers.
g. Where will residue from vessel maintenance be disposed of?
Any residue from vessel) maintenance will be stored on site and disposed of properly.
h, Give the number of channel markers and "No Wake" signs proposed. Channel markers proposed at the mouth of the Channel. One n0
wake sign will posted at the entrance to the channel.
i. Give the location offuel-handling facilities, and describe the safety measures planned to protect area water quality.
The Above Ground Storage Tanks and piping runs will be designed with secondary containment.
j. What will be the marina policy on overnight and live-aboard dockage?
No live aboard or overnight dockage allowed.
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~~orl~ ®~M M~-~ ~~treacts~res, P~ag~ 3 of 4~
k. Describe design measures that promote boat basin flushing?
Open channel in existing Creek-flushing occurs naturally.
I. If this project is an expansion of an existing marina, what types of services are currently provided?
The current facility offered side to slips along the existing bulkhead alignment. However, the side-to slips are temporary and
are not designed to be permanent.
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
®Yes ^No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
^Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
^CW ^SAV ^SB
^WL ^None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ^Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
^Commercial ^Public/Government ^Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fitt) ®This section nofappltcable
a• (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile; etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s): b• Number
^Commercial ^Public/Government ^Private/Community
252.808-2808 :: 1-888-443CC3~S'f :: www.nccoastaimanagement.net revised; 92!?71flS

F'o~lrvt ®CN! ~~~~ (Structures, Pane A of ~)
c• Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
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
Approximately 180 feet from west property boundary and
greater than 200 feet from the east property boundary.
b. Proximity of structure(s) to adjacent docking facilities.
Nearest mooring facility approximately 2000 feet east.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
Average 55 feet, some sections of Paradise Creek are 70 Current water depths range from 3.0-7.0 feet below NWL.
feet wide. while other sections are approximately 40 feet Proposed water deaths throughout the protect area are 5.0
wide. Please refer to the attached site plans for actual feet below normal water level.
widths.
e. (i) Will navigational aids be required as a result of the project?
^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER ^This section not applicable
a. Give complete description:
The applicants propose to construct 93 linear feet of wooden walkway over wetlands along the proposed orientation of the dry
stack boat ramp as shown on the attached site plans. The walkway over wetlands will be a minimum of 3.0 feet above the
wetlands. In addition, 364 linear feet of 6 feet wide wooden walkway (2,184 sf) will be constructed along the shoreline as
shown on the attached site plans.
~a(~~/~~" APP nature
Date
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Project Nams
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Applicant Name
252-808-28018 :: 1-888-4FSt±®AST :: vvwvv.nccoasta8managerraeret.r~et revised: 92127!06

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