20121110 Ver 1_CAMA Application_20121207

�� 20121 1
ASD E R
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue
Governor
December 4, 2012
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Braxton C. Davis
Director
Karen Higgins
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Duck Creek Small Harbor, LLC
C+]
Dee Freeman
Secretary
Dtt, 17 tu
,
Craven County, at 699 Galloway Rd., adjacent Duck Creek near Bridgeton.
Proposed Project: Proposes to dredge the existing access channel in Duck Creek that leads into
the 85 -slip commercial marina basin.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
December, 25h, 2012. If you have any questions regarding the proposed project, please contact
Brad Connell, Permit officer at (252) 808 -2808. When appropriate, in -depth comments with supporting
data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: 252 - 247 -3330 Internet: www.nocoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
One
NorthCarolina
Naturdlim

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NA -' E: Luck Creek Small Harbor, LLC
2. LOCATION OF PROJECT SITE: The project is located at 699 Galloway Road
adjacent +o Luck Creck near Bridget,):, Craven Co::nty.
Photo Index -2006: 73 -6281, grids T -5 to 0-9; 2000: 73 -936, grids U -5 to P -9.
State Plane Coordinates - X: 791450.634 Y: 152499.228
Latitude: 35 06 29.74 Longitude: -077 0017.82
3. INVESTIGATION TYPE: CAMA/D &F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit — 9/27/12
Was Applicant/Agent Present —Yes
Photos Taken — No
5. PROCESSING PROCEDURE: Application Received — cc: 11/26/12
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan —1996 Craven County (7/23/99)
Land Classification from LUP — Rural with Services
(B) AEC(s) Involved: PTS, PTA
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Septic
Planned - none
(E) Type of Development: Existing — Commercial marina basin, gravel parking lot,
pond, and boat yard
Planned - Maintenance dredging of existing access channel
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
.: C A *101 R $ W1 I [I]►` I! IZli_�) I� �_i 11 w DI Al. y_: / 11] DI 1�
11 (A) Deep Bottom 11 91,476 ft` 11 11 11
11 (B) Section 404 Wetlands 11 11 24,000 W 11 11
(E) Total Area Disturbed: 115,476W
(F) Primary Nursery Area: No
(G) Water Classification: SC; Sw, NSW Open: No
(H) Cultural Resources: none
8. Proiect Summary: The applicant wishes to dredge the existing access channel in Duck Creek
that leads into the 58 -slip commercial marina basin.

Field Investigation Report:
Duck Creek Marina
Page 2
9. Narrative Description:
This site is used for a commercial marina and boat yard, known as Duck Creek Marina, located at 699
Galloway Road near Bridgeton, Craven County. The marina basin supports 58 boat slips. The
property is 12.7 acres and is adjacent to Duck Creek. The adjacent properties are undeveloped.
The lot has approximately 2,085' of shoreline along Duck Creek. There is a gravel parking area and
around the marina basin. There is an office, dry storage, and haul -out at the west end of the basin.
The boat yard is west of the office /dry storage building, and there is a borrow pit pond just west of the
boat yard. There is also a drainage ditch on the northern property boundary that empties into Duck
Creek.
The average elevation of the high ground of the parcel is +8' above the normal water level (nwl).
Vegetation on this particular tract is mainly comprised of trees, lawn grasses, and Section 404
Wetland areas along the western property boundary. There are Coastal Wetlands on the northeastern
boundary of the property, adjacent to Duck Creek. There is not a defined Federal Channel in this area
of the Neuse River; however there is an existing marked channel leading into the marina basin.
Offshore water depths adjacent to the tract range from about —5.5' to —7' nwl.
This waterbody is approximately 200' across at this location. This location is a part of the Neuse
River basin. It is subject to wind driven tides and low energy wave action due to its sinuosity and
such a narrow fetch. These Public Trust Waters of Duck Creek are not classified as a Primary
Nursery Area and there is no submerged aquatic vegetation present. These waters are classified as
Inland Fishing Waters. This area is closed to shellfish harvest and is classified as SC; Sw, Nutrient
Sensitive Waters. There are (high marsh) Coastal Wetlands adjacent to the proposed project area. The
bottom substrate is firm without shell.
10. Proposed Development:
The applicant wishes to perform maintenance excavation of the entrance channel that accesses the
mouth of the marina basin for continued commercial use. The applicant wishes to relocate seven
existing channel markers. The applicant also wishes to contain the dredge spoils in the borrow pit
pond on site.
The proposed maintenance excavation will restore the access channel to its previous -7' nwl depth
(ref. State Dredge and Fill Permit #196 -76). The access channel that is to be dredged is 2,350' long
and approximately 35' wide. It spans from the entrance to the Duck Creek Marina's basin heading
south towards the Neuse River and stops at the entrance to the borrow pit pond, midway downstream
of Duck Creek. Seven of the existing channel markers will be relocated to more accurately mark the
edges of the access channel.
The spoils from the dredging will be hydraulically pumped into the existing pond behind the marina's
" " - " Boat "yard: -This pond is 1�0' fiorig;150'-wide; and " -1Z' deep: -The dewatering disc�ge pipe will be - "- " " "
Brad Connell November 28, 2012 Morehead City

{
Field Investigation Report:
Duck Creek Marina
Page 3
located on the northwest end of the pond. It will direct discharge water into th° existing ditch on the
northern property boundary. There will be a series of three rip rap check dams to con[rol flow
velocity and trap any potential loose sediment. The discharge waters will then return to Duck Creek
v,ia this existing storm water drainage d ;tch.
11. Anticipated Impacts:
It is anticipated that there will be temporary, but elevated turbidity levels during the course of
hydraulic excavation of the channel. The man-made wetland pond will be filled by dewatered spoil
material. The maintenance excavation and relocation of the existing channel markers will improve
navigation through this portion of Duck Creek.
The waters of Duck Creek are classified as SC; Sw, Nutrient Sensitive Waters at this location and are
not designated as a Primary Nursery Area. These waters are closed to the harvest of shellfish and
there are no beds of submerged aquatic vegetation present. This proposal is subject to the NCDWQ
Neuse River Basin Riparian Buffer Rules.
Brad Connell November 28, 2012 Morehead City

Project Narrative
Duck Creek Marina (Marina) is a 58 slip marina located on Duck Creek, in the Town of Bridgeton, Craven
County. The tract of land on which the marina facility is located is approx. 12.7 acres in size. The marina
owners also own an adjacent .7 acre lot which is adjacent to Duck Creek and the marina facility. This lot
has a single family residence and a portion of its shoreline has been stabilized with riprap. Adjacent
properties are undeveloped. Both properties are serviced with individual septic tanks and well water.
Duck Creek is a smaller tributary of the Neuse River. It has been designated as SC; SW, NSW by the NC
Environmental Commission and as Inland Waters with jurisdiction lying with the NC Wildlife
Commission. There was no submerged aquatic vegetation observed in the channel portion of Duck
Creek leading to the Marina. Duck Creek is not designated as a Primary Nursery Area.
The Marina facility provides haul -out services with a 35 ton travel lift and has a large repair yard for its
customers. Duck Creek Marina has been in existence at this location since at least the early 1970's. In
1976, state and federal permits (Dredge and Fill Permit No. 196 -76) were issued to Duck Creek Marina
and authorized the upland expansion of their existing boat basin. The permitted depth of the basin was
-8' below normal water level. Subsequent permit authorizations were obtained for the existing travel
lift infrastructure and various sections of shoreline stabilizations.
North of the Marina complex (the docks, marina office, storage building and storage yard) there exist an
approx. 130' wide x 120' long x 7' deep pond which was excavated during the initial construction of the
marina facility. An approx. 4' high berm is located along the perimeter of the pond. Beyond the berm
and adjacent filled areas, a 404 forested wetland area exist on the north and west sides of the pond.
Along the eastern side of the property, an existing ditch runs the entire length of the property and
ultimately discharges into Duck Creek.
Over the years, portions of the channel leading to their boat basin have filled in with mud and silt to the
point that larger draft boats are having difficulty in accessing the marina and repair yard. After the
previous owner of the Marina passed away this year, the new owners (his son, brother and brother —in-
law) have decided they need to undertake needed channel excavation work to maintain the integrity of
the business.
The applicants (Duck Creek Marina) are seeking permission to excavate up to an approximately 2,350'
long to -7' normal water level (nwl) deep channel. The first approx 210' of channel leading out of the
boat basin will be excavated to a width of 30' with the remaining 2,140' of channel being excavated to a
40' width. Except for the area closest to the basin, existing water depths within the channel range from
-5 ' to -7' nwl with the vast majority of depths being -6' or deeper. Water depths in the channel
adjacent to the basin range from -3 W to -6 %' with the majority being -5' or shallower.

The applicant's proposed channel will terminate in water depths of -7 to -8' nwl deep. This is where
some years ago, a propern owner along Duck Creek received state and federal permits and excavated a
50' wide to -8' nwl deep access channel in Duck Creek all the way out to the Ne-:se River.
The applicant is proposing to perform this excavation work by hydraulic dredge w,th the spoils being
placed within an existing man -made pond located at the back (north) of the boat yard. The pond is
approx. 150'long x 150' wide -7' deep. The US Army Corps of Engineers has conducted an on -site
evaluation of the property and has determined that the pond is a jurisdictional wetland. The berm and
the previously filled areas adjacent to the pond were not determined to be wetlands and there is no
direct connection from the pond to jurisdictional wetlands or surface waters.
This spoil site was selected after the applicant evaluated potential spoil sites in the nearby area and
could not find a suitable one that was available and not a wetland site. A barge and bucket excavation
was also considered but the cost and the direct and secondary impacts of removing the material from
the creek and from the site made this type of operation unfeasible.
Brown Dredging Company has conducted an on -site evaluation of the dredging and proposed spoil
disposal site. They estimate that approx. 5,000 cubic yards of mud and silt will be excavated. This is
because not all of the channel area footprint will be excavated and in some areas only a small amount of
material will be removed.
Future maintenance dredging requirements are not known
Based upon the volume of material being removed and the existing size and depth of the existing pond,
the proposed spoil disposal site (i.e. the existing pond) should be adequate. It is estimated that the
pond with its adjacent dike could contain approx. 12,800 cu.yds. of material. A water control structure
will be placed in the berm and any needed dike work will be performed before excavation begins. The
water effluent from the dredging operation will be transferred from the water control structure via a
pipe and will discharge into the existing ditch which ultimately empties into Duck Creek.
To minimize scouring, a rock apron will be placed in the ditch at the pipe discharge location. Two check
dams will also be placed in the ditch downstream from the discharge location. It is believed that after
the excavation ends, the elevation of the pond will be below or near its previous elevation (i.e. before
the pond was excavated).
The applicants already have thirteen (13) pile supported channel markers in Duck Creek within the
proposed channel leading to their marina facility. Three (3) of these channel markers will need to be
slightly relocated after the excavation work to better identify the channel's location. Seven (7) new pile
support channel markers are also proposed which will better define the navigational channel,
particularly at its upper end. All markers will be in conformance to applicable US Coast Guard and NC
Wildlife Commission rules and regulations.

DON SIP -1
APPLICATION for
Major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Duck Creek Small Harbor Llc
Duck Creek Marina
Last Name
Jones
Agent/ Contractor 2: First Name
I
Last Name
Mailing Address
296 Bay Drive
Applicant 1: First Name
F
Last Name
State
NC
ZIP
28579
Phone No. 1
252-729-9711 ext.
Phone No. 2
252 - 72 0488 ext.
Charles
Contractor #
Benton
Street Address (if different from above)
Applicant 2: First Name
MI
Last Name
ZIP
Gene
R
Benton
Robert
E
Delorme
K additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
40
Bridgeton
NC
ZIP
Country
Phone No.
FAX No.
28519
USA
252 - 638 -1702 ext.
253 -637- 2045
Street Address (rf different from above)
City
State
ZIP
699 Calloway Road
Bridgeton
NC
28518 -
Email
cfb2 @suddenlink.net
2. Agent/Contractor Information
Business Name
Jones Coastal Consulting, Inc
Agent/ Contractor 1: First Name
Charles
MI
S
Last Name
Jones
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
296 Bay Drive
PO Box
City
Smyma
State
NC
ZIP
28579
Phone No. 1
252-729-9711 ext.
Phone No. 2
252 - 72 0488 ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
- - ------- - - - - -- -- ------ - - - - -- - - - - - -- -- - -- -
cjones19 @ec.rr.com
- -- -- -- -
- - -- - - -- - - -- - - - -- -- - - - - - -- -- -- -
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Form DCIvI MP -1 (Page 3 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can ':)e multiple)
Street Address
State Rd. #
Craven
608 and 699 Galloway Road
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
e. Vegetation on tract
Bridgeton,
hIC
28619 -
Phone No.
Lot No (s) (if many, attach additional page with list)
252 -638 -1702 ext
2,698 Calloway Rd, 699 Calloway Rd, ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Neuse
Duck Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Neuse 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.
Bridgeton
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft )
approx. 2,085'
583,704
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
12.7 ac., .7 ac.,
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
8' ❑NHW or ®NWL
e. Vegetation on tract
Grass lawns, wetlands and trees
f. Man -made features and uses now on tract P MU
Commercial marina/boat yard facility, one residential structure
FOE 7 2012
g. Identify and describe the existing land uses adiacent to the proposed project site. p�NR . S` ER f]UALITY
rye 13r8rw'tt
Presently undeveloped
h. How does local government zone the tract?
j. Is the proposed project consistent with the applicable zoning?
Tract is not zoned
(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?
I. 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?
tForm continues on next-page> - - -
252.$03 -26 08 .. 1- 338- 4RCCAST e: wwTv .5izcoastalmana¢gernent.ne2

Form DCM MP -1 (Page 4 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 (u) above, has a delineation been conducted? []Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities
Septic Tanks
o. Describe existing drinking water supply source.
Private well
p. Describe existing storm water management or treatment systems.
na
5. Activities and Impacts
a. Will the project be for commercial, public, or private use?
®Commercial ❑Public tGovemment
❑Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete
The purpose of the project is to restore water depths to a channel serving an existing commercial marina and boat
yard /repair facility
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and when: it is to be stored.
A hydraulic dredge will be utilized for the excavation; backhoe, dump truck will be utilized for dike work and riprap placement
for check dams and scour apron.
d. List all development activities you propose.
Excavation of existing access channel leading into marina basin
e. Are the proposed activities maintenance of an existing project, new work, or both?
Maintenance
f. What is the approximate total disturbed land area resulting from the proposed project?
2.1 ac (max. creek bottom disturbance)
24,000 sq.ft.(pond bottom )
®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.
Dredged material will be pumped (discharged) into an existing man -made pond. Water overflow will be discharged into an
existing ditch which ultimately empties into Duck Creek
I. Will wastewater or stormwater be discharged into a wetland?
❑Yes ❑No ®NA
of 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.
<Fonn continues on back>
252 - 808 -2908 .. 19-9 88- 4111COAST :; �nro,�rvv. raffia ©7� @�trrwareagerraae� ?.aye.

Form DCM NIP -1 (Page 5 c ` 5) APPLICATION for
Major Development Permit
6. AdditionallnformEtion
I In addit.on 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) – (9 are always applicable to any major development application. Please c:nsult the application
instruction booklet on how to properly prepare the required items below
a A project narrative
accurate, dated wort; ��at cl iding ; I —iv:- ,v end cr^ sectional dravmgs) drawn to scale Please give the present status of the
proposed project Is any portion already complete? If previously author; ed wurk, clearly indicato on maps, plats, drawi,igs 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 whici, 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 Jeanette Hunter and Jacqueline Lane Phone No. 252 -638 -4974
Address 130 Blueberry Lane, New Bern, NC 28560
Name Rivershore LLC Phone No. 252 -633 -5106
Address PO Box 12006, New Bern, NC 28561
Name - Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pernittee, and issuing dates.
State Dredge and Fill Permit #196 -76 (and subsequent
modifications)
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.
% 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 November 25, 2012 Print Name Charles Jones a(iijl
S ignature
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
30°x- Sfl�- e^.tt0fft .. � °ffiSS- 4fi2ivf8�:s'ri r�tiv; ��. racc���Q�irsaa s'��ca���en'k.eae��

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.
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. mud/sift
approx. 5,000 cu. yds.
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.
na
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
within an existing man -made pond 160' x 150'x 12'
c. (i) Do you claim title to disposal area? d.
®Yes []No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh f.
(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
OWL 24.000 ❑None
(ii) Describe the purpose of disposal in these areas:
Spoil from dredging operation will be placed in an existing pond
that the USACOE has claimed jurisdiction. The pond is
seperiaW by uplands to any adjacent wetland and has no direct -
connections to wetlands or water areas. '
(i) Will a disposal area be available for future maintenance?
OYes ❑No ❑NA
(ii) If yes, where?
Existing pond if appropriate and permittable
(i) Does the disposal include any area in the water?
®Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
Spoil will be placed within an existing man -made pond which
has no connection to adjacent streams, ditches or Duck Creek
252 - 800 =2f.00 :: 1- 888- ARCOAST :: unvw,ao a;a� s?�9�a�raag�r e�at,�e4 wavisell. • ,1i20r:

3. SHORELINE STABILIZATION ®This section not applicable
(if development is a wood groin, use MP -4 - Structures)
a Type c shoreline stabilization.
❑Bulkhead ❑ Riprap ❑Breakwater /S it ❑Othe,
c. Average distance waterward of NHW or NV IL
e Type of stabilization material-
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
L Source of fill material.
b Lerglr
Width
d Maximum distance materward of NHW or NWL-
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.
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),
If yes,
(ii) Amount of material to be placed in the water Ripraa will be
placed within an existing ditch
(m) Dimensions of fill area 1(d-)11.5' x g ". 2Ckb 6'X2' (max)'
(iv) Purpose of fill
To povide additional sedimentation /scouring prevention
measures from the effluent discharge of the spoil disposal
site
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
OWL ®None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Spoil material will be placed within an existing bermed pond. It is hyraulic dredge, backhoe, dumptruck
anticipated that the final grade of the spoil material will be at an
elevation below the existing pond water level
c. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. (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.
Duck Creek Marina
- - - - - Project Name- - - - - -
Date
November 25.2012. .
252 -808 -2808 - 1- 888- 4RCOAS`t' ;; eratvvv ,r��seao4atstiv��a��r�aiui.;_�3 rev @sed. 9? /2ro(i'6

Charles Jones
ApptINam
JJII ,u i
Applicant Signature
252 -818 -2808 :: 1- 888- 4RCOASa :: f4vvw.naaoasta3m angg —qn ent.ngt revised, 9Z26,10Z

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit. Fc; m DCiN l MP -1, Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please incluc'e , II supplement -il inform�:.ion
1. DOCKING FACILITY /MARINA CHARACTERISTICS
a (i) Is the docking facility /marina:
❑Commercial ❑Public/Govemment ❑Private /Community
c. (i) Dock(s) and/or pier(s)
(ii) Number
(iii) Length
(iv) Width
(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
(i) Number of slips existing
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:
®This section not applicable
b. (i) Will the facility be open to the general public?
[]Yes []No
d. (i) Are Finger Piers included? []Yes []No
If yes:
(ii) Number
(iii) Length
(iv) Width
(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:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
I. (i) Will the facility be open to the general public?
❑Yes []No
m. (1) Will the facility have tie pilings?
❑Yes []No
(i� if yes number of tie pilings? - - - -
252- 03 -2808 :: 1- 088- 4ftCOAST :: mrvv era,recoastaimanagamen't.net revised: 12127tO6

Z DOCKING FACILITY /MARINA OPERATIONS ®This section not applicable
a Check each of the following sanitary facilities that will be included in the proposed project
❑ Office Toilets
❑ Toilets for patrons, Number: , Location.
❑ Showers
❑ Boatholding tank pumpout, Give type and location
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of ° Pumpout Available* signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel- handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live- aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
M. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
252 - 808 -21308 :: 1- 8138- 4RCOAST :: vvww.riccoastalwanagement -net revised. 12/27103

Is the marina /docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes []No
Is the marnna/docxing facility proposed within )r adjacent to coastal wetlands /mash (CW), submerged aquatic vegetation (SAV), shell bottom
(SS), or other wetlands (WL)? If any boxes are checked, provide the numter of square feet affected
❑CW ❑SAV ❑SB
MWL ❑None
I, Is the proposed marina /docking facility located within ur 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/Govemment ❑Private /Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5.- BREAKWATER (e.g., wood, sheetpile, etc.) 10 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):
❑Commercial ❑PubliclGovemment ❑Private /Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
T. GENERAL ;
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
ravised; 12127106

a Proximity of structure(s) to adjacent riparian property lines
Proposed channel markers will be a minimum of 40' from
any adjacent property owner
Note. For buoy or mooring piling, use arc of swing including length
of vessel
c Width of water body
varies from approx. 50' to 400'
b Proximity of structure(s) to adjacent docking facilities
One proposed channel marker will be within 30' of
applicant's marina docks
d Water depth at waterward end of structure at NLW or NWL
Proposed depth of -7' nwl deep
e. (Q 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.
Seven (7) new pile supported channel markers will be
placed at the edge of the dredged channel. They will be
marked in accordance with applicable US Coast Guard and
NC Wildlife Commission regulations
8.OTHER - ®This section not applicable
a. Give complete description:
November 25, 2012
Date
Duck Creek Marina
Project Name
Charles Jones
pl n Nam
(NA,4_�
Applicant Signature

N
9
Dike Around Spoil Area To Prevent
W-kk-1, f)f Qm^;l kAn+mr;nl
Flash Board Riser &
D Typical Spoil Berm Containment Cross Section
C1 TO SCALE
iment or Ditch
PLAN
12" Thick NCDOT #57 Washed
Stone On Upstream Side
39
A
I.-
Ditch
12" Thick NCDOT #57
Stone On Upstream Side
1
ii P
3
`-Filter Cloth
ti "15' Class B
//-Riprap
Class A Non - woven 11 4' Minimum 6' Maximum
Geotextile Fabric
D CHECK DAM
QC,2NOT TO SCALE
Maintenance
1. Construct Check Dam Of Rip
Rap Stone Placed In Accordance
With Detail.
2. Sediment Behind The Check Dam
Shall Be Removed Prior To The Level
Reaching Within 6" Of The Centerline
Crest Of The Dam.
3. Should Scour Develop At The
Downstream End, It Shall Be
0 0 C) C) 0
0
A 00 0
poo'6oO 0
Outlet Pipe 00 2",
O 00
on
0-
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Flow 00 Rip Rap
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0 00 "f D
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PLAN
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080260
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rEINLET /OUTLET PROTECTION
QC3 NOT TO SCALE
RIP RAP SIZE MAX. RIP RAP SIZE MAINTENANCE.
4' 6" 1 1. Inspect Structures At Least Weekly And
After At Least A 112" Or Greater
Rainfall Event.
2. Immediately Make All Needed
Repairs.
Ditch Marsh
on or olong RIVERSHORE, LLC _V
Proposed property Lin Ne is Surveyed DB 1778, Pg 678
Discharge C3 Not
Pipe
Top of Bank
40 Top of Bank - - - - - - - - - - - - - - - - - - - - - - - - -------- -X -0.4 - ------- ° - -x -03
-
- - - - - - - - - - - - - - - - - - - - - - - -------------------------- - - - - --
- - - - - - - - - - - - - - X 1.5 =<X 0. 6 Ditch
0. 2 Z� X -0�3 .
x 1.7 - -- - -- - -- - --
x 1.7 7"M --NL2P-mN=-RL_w --
17, X 16i; - - - - - - - - - --
- - - - - - - - - \- --- - - - - -- - +--------- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - »..- ..- ..- .. -.. -.. - - »..... - - - Top of Bank
05 Top of Bank c� ..............................................................................................
c5 - :
Top k
Z_
Pipe From Dredge
cb ­11111- To Pond Sediment Discharge
Top or Bank Asphalt
P_ ...............
...........
7.8r �- * T,
Water Lev Gravel
l e 1 7.
014112 4
Q> Concrete Bulkhead
/V
0
Gene R. Benton, et. a/
DB 3098, Pg 737
PC. A, SL. 135-A
Existing Pond
Surveyed 1014112
MMMMMM
rb
/V
ry N
7.8
A lb
r4D' (b,
I i a /7.
4
C3
Top of Ba*
0
to
ion a Pro er
Loca,T� f P ty Line
r_ peril
N
7urve7yea=
6.1* ..........
Top of Bank
_V1 - - - - - -
Elevation
------------------------------ - - - - -- 8.0
-----------------------
6.0
------------------------ 4.0
votion 1014112 X 2.0
-------- - - - - -- 0.0
------------------ ----2.0
--------------- -- -4.0
- --------------- -6.0
Existing Pond Profile AA
NOT TO SCALE
Proposed Pile Suppport Channel Markers (per
NCWRC & USCG WAarking Requirements)
V / / A
Gravel
Normal Water Line (NWQ Width Varies - - - - - - - - - ---- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - 0.0 ---
Ex. Channel Bottom ---------------- - 5.0
R7
Cut Slope 2:1 Cut Slope 2:1 7.0
Proposakri Channel Bottom
­1
Jeanette Hunter, et al
DB 416, Pg 71
40' Channel Width from Station 0+00 to 21+33
V / / A \ - - - t-
Normal Water Line (NWL) Width Varies
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0
Ex. Channel Bottom
7, ----------- - - - - -- -
-.4
Cut Slope 2:1 Cut Slope 21 ----------- 5.0
- 7.0
Prc,#;)osed Channel
Bottom
30' 30' Channel Width from Station 21+33 to 23+51
Proposed Channel' Profile & Channel Marker
NOT TO SCALE
Gravel
Asphalt Marina Basin
Dock & Slips not Surveyed or Shown
Concrete Bulkhead
............
Asphalt
CAROB
:SS160 iii
0.
SEAL
L-3302 f
_K
V, *09' S U F"4*06!
R,
Notes
This Plot Was Developed Using Conventional Surveying And Aerial
Photography And Is For Planning Purposes Only And Is Not The Result
Of A Complete Field Survey Provided By Me At This Time And Should
Not Be Used For Soles, Deed Description, Or Recording Purposes.
Surveyor Has Mode No Investigation Or Independent Search For
Easements Of Record, Encumbrances, Restrictive Covenants, Ownership
Title Evidence Or Any Other Facts That An Accurate And Current Title
Search May Disclose.
Subsurface And Environmental Conditions Were Not Examined Or
Considered As A Part Of This Survey. No Statement Is Made
Concerning The Existence Of Underground Or Overhead Utilities Or
Restrictions That May Affect The Use Or Development Of This Tract.
a
to
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ry
a.
Q,
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Sheet 2 of 2
II
II
Q) C(S
Co
(0"
Ij
Flash Board Riser &
D Typical Spoil Berm Containment Cross Section
C1 TO SCALE
iment or Ditch
PLAN
12" Thick NCDOT #57 Washed
Stone On Upstream Side
39
A
I.-
Ditch
12" Thick NCDOT #57
Stone On Upstream Side
1
ii P
3
`-Filter Cloth
ti "15' Class B
//-Riprap
Class A Non - woven 11 4' Minimum 6' Maximum
Geotextile Fabric
D CHECK DAM
QC,2NOT TO SCALE
Maintenance
1. Construct Check Dam Of Rip
Rap Stone Placed In Accordance
With Detail.
2. Sediment Behind The Check Dam
Shall Be Removed Prior To The Level
Reaching Within 6" Of The Centerline
Crest Of The Dam.
3. Should Scour Develop At The
Downstream End, It Shall Be
0 0 C) C) 0
0
A 00 0
poo'6oO 0
Outlet Pipe 00 2",
O 00
on
0-
000
Flow 00 Rip Rap
'00
00
000
0 00 "f D
000
PLAN
Outlet Pipe
0 0 °00$
080260
000
0
0620 7%
o
0c)�-
OA
0
0
0
00
00
00
00
000
6�'00
0 0�i000 00 00000
00
r � ■
mmmm�n
rEINLET /OUTLET PROTECTION
QC3 NOT TO SCALE
RIP RAP SIZE MAX. RIP RAP SIZE MAINTENANCE.
4' 6" 1 1. Inspect Structures At Least Weekly And
After At Least A 112" Or Greater
Rainfall Event.
2. Immediately Make All Needed
Repairs.
Ditch Marsh
on or olong RIVERSHORE, LLC _V
Proposed property Lin Ne is Surveyed DB 1778, Pg 678
Discharge C3 Not
Pipe
Top of Bank
40 Top of Bank - - - - - - - - - - - - - - - - - - - - - - - - -------- -X -0.4 - ------- ° - -x -03
-
- - - - - - - - - - - - - - - - - - - - - - - -------------------------- - - - - --
- - - - - - - - - - - - - - X 1.5 =<X 0. 6 Ditch
0. 2 Z� X -0�3 .
x 1.7 - -- - -- - -- - --
x 1.7 7"M --NL2P-mN=-RL_w --
17, X 16i; - - - - - - - - - --
- - - - - - - - - \- --- - - - - -- - +--------- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - »..- ..- ..- .. -.. -.. - - »..... - - - Top of Bank
05 Top of Bank c� ..............................................................................................
c5 - :
Top k
Z_
Pipe From Dredge
cb ­11111- To Pond Sediment Discharge
Top or Bank Asphalt
P_ ...............
...........
7.8r �- * T,
Water Lev Gravel
l e 1 7.
014112 4
Q> Concrete Bulkhead
/V
0
Gene R. Benton, et. a/
DB 3098, Pg 737
PC. A, SL. 135-A
Existing Pond
Surveyed 1014112
MMMMMM
rb
/V
ry N
7.8
A lb
r4D' (b,
I i a /7.
4
C3
Top of Ba*
0
to
ion a Pro er
Loca,T� f P ty Line
r_ peril
N
7urve7yea=
6.1* ..........
Top of Bank
_V1 - - - - - -
Elevation
------------------------------ - - - - -- 8.0
-----------------------
6.0
------------------------ 4.0
votion 1014112 X 2.0
-------- - - - - -- 0.0
------------------ ----2.0
--------------- -- -4.0
- --------------- -6.0
Existing Pond Profile AA
NOT TO SCALE
Proposed Pile Suppport Channel Markers (per
NCWRC & USCG WAarking Requirements)
V / / A
Gravel
Normal Water Line (NWQ Width Varies - - - - - - - - - ---- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - 0.0 ---
Ex. Channel Bottom ---------------- - 5.0
R7
Cut Slope 2:1 Cut Slope 2:1 7.0
Proposakri Channel Bottom
­1
Jeanette Hunter, et al
DB 416, Pg 71
40' Channel Width from Station 0+00 to 21+33
V / / A \ - - - t-
Normal Water Line (NWL) Width Varies
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.0
Ex. Channel Bottom
7, ----------- - - - - -- -
-.4
Cut Slope 2:1 Cut Slope 21 ----------- 5.0
- 7.0
Prc,#;)osed Channel
Bottom
30' 30' Channel Width from Station 21+33 to 23+51
Proposed Channel' Profile & Channel Marker
NOT TO SCALE
Gravel
Asphalt Marina Basin
Dock & Slips not Surveyed or Shown
Concrete Bulkhead
............
Asphalt
CAROB
:SS160 iii
0.
SEAL
L-3302 f
_K
V, *09' S U F"4*06!
R,
Notes
This Plot Was Developed Using Conventional Surveying And Aerial
Photography And Is For Planning Purposes Only And Is Not The Result
Of A Complete Field Survey Provided By Me At This Time And Should
Not Be Used For Soles, Deed Description, Or Recording Purposes.
Surveyor Has Mode No Investigation Or Independent Search For
Easements Of Record, Encumbrances, Restrictive Covenants, Ownership
Title Evidence Or Any Other Facts That An Accurate And Current Title
Search May Disclose.
Subsurface And Environmental Conditions Were Not Examined Or
Considered As A Part Of This Survey. No Statement Is Made
Concerning The Existence Of Underground Or Overhead Utilities Or
Restrictions That May Affect The Use Or Development Of This Tract.
a
to
to
C4
ry
a.
Q,
A�
Sheet 2 of 2