20090731 Ver 1_CAMA Application_20090626

A?
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
June 25, 2009 . 9- 0 7 3 1
MEMORANDUM:
Dee Freeman
Secretary
TO: Cyndi Karoly 0 Fg 6.1, . 0 fl j o i?
Division of Water Quality L=
JUN 2009
FROM: Doug Huggett
Major Permits Processing Coordinator D?1R - WATER QUAD
wetr.a;vDsaNO s7aRr?VVA , :.R e RarIc>i
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Lo'r Deck & Associates, LLC/Taylors Creek Holdings, In.c
Project Location: The project site is located at the corner of Pine & Turner Street, Beaufort, Carteret
County.
Proposed Project: The applicant is proposing to construct a 10-slip docking facility, vinyl bulkhead,
and new excavation.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
07/16/2009. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. When appropriate, in-depth comments with supporting data are
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED
DATE
400 Commerce Ave., Morehead City, NC 28557--3421
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmana.gement.net
An Equal Opperun ty \ Affirmative Action Employer
One
NorthCarolina
Aaturally
Major Permit Fee Schedule
Circle One
DCM % DWQ %
Development Type Fee (14300160143510009316256253) (2430016024351000952341)
1. Private, non-commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $250 100%($250) 0%($0)
II. Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $400 100%($400) 0%($0)
III. For development that involves
the filling and/or excavation of up
to 1 acre of wetlands and/or open
water areas, determine if A,t3, C,
or D below applies:
III(A). Private, non-commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $250 100%($250) 0%($0)
III(B). Public or commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $400 100%($400) 0%($0)
III(C). If General Water Quality
Certification No. 3490 (see
attached) could be applied, but
DCM staff determined that
additional review and written
DWQ concurrence is needed
because of concerns related to
water quality or aquatic life: $400 60%($240) 40%($160)
III(D). If General Water Quality
Certification No. 3490 (see
attached) cannot be applied: $400 60%($240) 40% ($160)
IV. Development that involves the
filling and/or excavation of more

than one acre of wetlands and L L
open water areas: 60%($285) 40%($190)
1 \1 11??
Check #
Amount U0 .4
Project
Name Lo' ?, A_ La ,
C-,-La L
)
LC-
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Lo'r Deck & Associates, LLC/Taylors Creek Holdings, Inc.
2. LOCATION OF PROJECT SITE: The project is located adjacent to Town Creek at
the corner of Pine and Turner Street in Beaufort, Carteret County.
Photo Index - 2006: 41-8034, grids J-18, J-19; 2000: 41-528, grids 0-7.
State Plane Coordinates - X: 2702178.328 Y: 363321.249 Rover #: M091114A
Longitude: -76 39 46.321 Latitude: 34 43 32.051
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - 5/26/09
Was Applicant Present -No
Photos Taken - Yes
5. PROCESSING PROCEDURE: Application Received - cc: 6/12/09
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort
Land Classification from LUP - Developed/Conservation
(B) AEC(s) Involved: ES, PTA, EW
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing - Town of Beaufort
Planned - Portable PUMP-01.1t
(F) Type of Development: Existing - Two docks, rip rap, and gravel drive
Planned - 10-slip docking facility, vinyl bulkhead, and
new excavation
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
(A) Shallow Bottom 82,633 ft2
(B) High Ground 1,030 ft2
(C) Open Water
11 IF 2,876 ft2 shaded
25,440 ft 2 incorp
(E) Total Area Disturbed: 83,663 ft`
(F) Primary Nursery Area: No
(G) Water Classification: SC Open: No
8
Project Summary: The applicants wish to construct a 10-slip docking facility, vinyl bulkhead,
and new excavation for private use and are applying for a permit to do so.
Field Investigation Report:
Lo'r Deck South
Page 2
9. Narrative Description:
The NC Division of Coastal Management staff has determined that this proposal will not require
review under the NC State Environmental Policy Act.
The property is located in the town of Beaufort at the intersection of Pine and Turner Streets,
Carteret County. The project involves two adjacent lots with two different property owners
partnering in order to utilize a larger riparian corridor. The two lots incorporate a 1.30-acre area
adjacent to the south shore of Town Creek. This site is developed with rip rap along the shore,
there is a dock on each lot, a gravel driveway, and remnant debris from previous residential
structures. One of the existing docks has tie pilings to support the dockage of small skiffs. Both
lots have been permitted to construct multi-unit family dwellings under the Minor Permit process in
2006. This property is located within the Beaufort National Register Historic District. The
adjacent properties are mixed use.
The average elevation of the high ground of the parcel is +5' above the normal high water level.
Vegetation on this particular tract is mainly consists of lawn grasses, mixed trees and shrubs, and
Coastal Wetlands. This tract has approximately 515' of continuous shoreline along Town Creek.
Immediate offshore water depths adjacent to the tract along Town Creek range from about -0.2' to
-7' nhw. The subaqueous substrate is soft with shell.
This waterbody is approximately 783 feet across at this location. These waters are not classified as
a Primary Nursery Area and there is no submerged aquatic vegetation present. This area is closed
to shellfish harvest and is classified as SC waters. There is a defined Federal Harbor of Refuge in
the immediate vicinity of the project area.
10. Proposed Development:
The applicant wishes to construct a new 10-slip docking facility, vinyl bulkhead, with new and
maintenance excavation adjacent to Town Creek in Beaufort. The existing shoreline stabilization
will be replaced with 515' of new vinyl bulkhead. The new bulkhead will approximate the normal
high water level.
The applicant has committed to the removal of both of the existing docks on the two lots. The
proposed 10-slip docking facility will extend 238' waterward of the bulkhead. The floating pier
access will be 6' wide and 240' long. There will be a sewage pump-out station approximately 50'
waterward of the new bulkhead along the western side of the floating access pier. The ten slips
will be supported by four finger piers, a "T" platform and twelve tie pilings. Each finger pier will
extend perpendicular to the main access pier and will be 4' wide and 50' long. The platform at the
terminus of the access pier will be 6' wide and 106' long. This facility will accommodate vessels
approximately 55' in length.
In order to dock vessels of this size, the applicant wishes to excavate 82,633 square feet of shallow
bottom habitat. Approximately 56,000 square feet of that will be new excavation and the
Brad Connell June 24, 2009 Morehead Citv
Field Investigation Report:
Lo'r Deck South
Page 3
remaining 26,633 square feet will involve dredging out previously excavated bottoms. The average
existing water depth in the project area is -2.84' mlw. The applicant wishes to achieve final water
depths of -6' mlw. This excavation will connect to the water depths within the Federal Harbor of
Refuge within Town Creek. The spoil disposal area is to be determined by the dredging contractor
and pre-approved by the DCM. This will result in the removal of approximately 9,671 cubic yards
of benthic material from the Town Creek estuary.
10. Anticipated Impacts:
This docking facility will extend 238' waterward into a 783' wide waterbody. The new structure
will be about 28' outside of the Federal Harbor of Refuge Setback. The 10-slip docking facility will
usurp 25,440 ft2 of public trust waters and have 1,436 ftz of platform area along 515' of shoreline
adjacent to Town Creek. The vinyl bulkhead will be installed along the normal high water level and
fill approximately 1,030 ftz of high ground. There is no submerged aquatic vegetation (SAV) in the
project area. Oyster and coastal wetland habitats have been observed in the nearby vicinity of the
project area. The excavation will remove approximately 82,633 ftz of shallow benthic habitat from
Town Creek. Storm water will continue to be sheet flow across the site and be piped into Town
Creek. These waters of Town Creek are classified as SC waters. These waters are not Primary
Nursery Area and are closed to the harvest of shellfish.
Brad Connell June 24, 2009 Morehead City
YONVA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
MEMORANDUM
DATE: June 24, 2009
TO: Doug Huggett
THRU: Tere Barrett
FROM: Brad Connell
SUBJECT: Comments and Recommendations - CAMA Major Permit - Lo'r Deck
South, Carteret County
The following is my assessment and consequent recommendations of the above
referenced proposal: This proposed 10-slip docking facility extends 238' waterward into
783' wide body of water. This docking facility is in conflict with the specific use
standards set forth in 15A NCAC 07H .0208(b)(6)(J) by extending more that one-fourth
of the width of the natural waterbody. This docking facility is landward of the Federal
Harbor of Refuge Setback and will not pose a hazard to navigation. This proposed
docking facility is in conflict with the specific use standards set forth in 15A NCAC 07H
.0208(b)(6)(L), and also noted in the objection letters of both adjacent riparian property
owners received by the DCM on February 15, 2008. The proposed bulkhead is
consistent with the specific use standards set forth in 15A NCAC 07H .0208(b)(7). The
proposed excavation appears to be consistent with the specific use standards set forth
in 15A NCAC 07H .0208(b)(1). However, the proposed excavation of 82,633 square
feet of shallow water benthic habitat does not appear to minimize impacts as set forth in
the general use standards of 15A NCAC 07H .0208(a).
CC: Tere Barrett, DCM
Ted Tyndall, DCM
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50°o Recycled \ 10% Post Consumer Paper
IOM EM
NFUCATION for
, "It
VK4
Major Development Permit
(last revised 12/27/06) _ 0 9- 0 7 3
North CaT
IIii .DIVIS,ION QF COgSTAL' ANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Lo'r Deck And Associates, Llc Project Name (if applicable)
Taylors Creek Holdings, Inc.
Lo'R Deck South @ Town Creek, et. al.
Applicant 1: First Name MI Last Name
Edward J Swicegood.
Applicant 2: First Name MI Last Name
Doug Smith
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
146 Beaufort NC
ZIP Country Phone No. FAX No.
28516 USA 336 - 596 - 1765 ext.
Street Address (if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
Stroud Engineering,Pa.
Agent/ Contractor 1: First Name MI Last Name
Ronald D Cullipher
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
151 A Hwy 24 Morehead City NC
ZIP Phone No. 1 Phone No. 2
28557 252 - 247 - 747 9 ext. ext.
FAX No. Contractor #
252 247 4098 na
Street Address (if different from above) City State ZIP
Email
[e-mail]
<Form continues on back>
... 2 A 1 .,.,. , .v,.,•c,., A . I : I : o I . I 1.1 _ , n
Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State ftd'#°+ ^? ry N9

Carteret
Pine and Turner Street f
ria t f

Subdivision Name City State zip, V
na Beaufort NC 28516 -' .
Phone No. Lot No.(s) (if many, attach additional page with list)
252 - 247 - 7479 ext. na,

a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Town 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.
NNatural ?Manmade ?Unknown Newport River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
NYes ?No work falls within.
Town of Beaufort
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
515.15 feet 56836.4 sf +/-
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
1.04 acres, 0.26 acres, =1.30 acres total, NW L (normal water level)
(If many lot sizes, please attach additional page with a list) 4-5 NNHW or ?NW L
e. Vegetation on tract
mixed mature trees and schrubs
f. Man-made features and uses now on tract
debris from removal of existing residential structures, new foundation on Taylors Creek Holdings, Inc. parcel
g. Identify and describe the existing land uses adjacent to the proposed project site.
adjacent to the north is an undeveloped piece of property and to the south is the right of way of Pine Street
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
RMF (Attach zoning compliance certificate, if applicable)
NYes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes NNo ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a NYes ?No ?NA
National Register listed or eligible property?
' r

<Form continues on next page>
Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
M. (i) Are there wetlands on the site? SYes ?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?
A
h ®Yes ?No
(
ttac
documentation, if available)
+ j
n. Describe existing wastewater treatment facilities.
Town of Beaufort Municipal Sewer t`

o. Describe existing drinking water supply source.
Town of Beaufort Municipal Water
p. Describe existing storm water management or treatment systems.
sheet flow into surrounding public streets and into yard inlets piped toward water with terminal ends not located
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
SPrivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Provide for a ten slip docking facility to be shared with two adjacent property owners for a better utilization
of riparian corridors
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.
dragline, excavator, barge, pile driving equipment,dump trucks to be stored within the work area or on high ground
owned by the applicants
d. List all development activities you propose.
dredging of the proposed wetslip area and construction of a ten slip docking facility and construction of a bulkhead
e. Are the proposed activities maintenance of an existing project, new work, or both? new
f. What is the approximate total disturbed land area resulting from the proposed project? 2 acres subaqueous ?Sq.Ft
or SAcres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes SNo ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
stormwater suface discharge and piped discharges with terminal ends not located
i. Will wastewater or stormwater be discharged into a wetland? SYes ?No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes SNo ?NA
j. Is there any mitigation proposed? ?Yes SNo ?NA
If yes, attach a mitigation proposal.
<Form continues on back>

?t . V . , , i ,
Form DCM MP-1 (Page 5 of 5)
PPLICATION for
I'J
,ajor velopment Permit
MA 4, -
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, be err dd - plr.?r the application
package to be complete. Items (a) - (f) are always applicable to any major develop a pplication
instruction booklot 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 Town of Beaufort Phone No.
Address 215 Pollock St. , Beaufort, NC 28516
Name Wallace Garner Phone No.
Address 134 Pivers Rd, Beaufort, NC 28516
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.
cams minor permit 20-06 issed 1/24/07
cama minor permit 15-06 for Taylors Creek Holdings , INC
issued 2006
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.
1 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 Tt25t68-• sl 21 Jn , Print Name Ronald D. Cullipher, P.E
Signature AIL (.oil, 4?trz_)
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
?DCM MP-3 Upland Development
®DCM MP-4 Structures Information
Form DCM MP-2
Vii,
EXCAVATION and FILL
(Except for bridges and culverts)
ti
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all`'d'tfiefsecifongof-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
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
Breakwater shoreline
NWL stabilization
Length 330
Width 250
Avg. Existing
Depth _2 84
A w NA NA
Final Project

Depth g,}
_ I NA NA
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
8288 cy
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW ), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? 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:
to provide for boat mooring and operational depths of
boats expected to be in the fifty foot range
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
to be determined by dredging contractor
b. Type of material to be excavated.
silty sand
?This section not applicable
d. High-ground excavation in cubic yards.
n/a
b. Dimensions of disposal area.
to be pre-approved by NCDCM
C. (i) Do you claim title to disposal area?
?Yes DNo ?NA
(ii) If no, attach a letter granting permission from the owner
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW ), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? 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:
?This section not applicable
d. (i) Will a disposal area be available for future maintenance?
?Yes ENo ?NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
?Yes ENo ?NA
(ii) If yes, how much water area is affected?

as,,`f Fill, Page 2 of :)
3. SHORELINE STABILIZATION ? This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. yNc vi anvicunc aiaun1cdi1U11. D. Lengtn: 515.15 It
HBulkhead ?Riprap ?Breakwater/Sill ?Other: Width: 2'
c. Average distance waterward of NHW or NW L: 0 ft d. Maximum distance waterward of NHW or NWL: 0'
e. Type of stabilization material:
vinyl sheet pile
f. (1) Has there been shoreline erosion during preceding 12
months?
?Yes HNo ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
O
g. Number of square fe of fill to be placed below water level
Bulkhead backfill RiPra
P
Breakwater/Sill ,?(yOther
i. Source of fill material.
sand mine
h. Type of fill material.
sand
4. OTHER FILL ACTIVITIES HThis section not applicable
(Excluding Shoreline Stabilization)
9. (i) Will fill material be brought to the site? ?Yes ?No ?NA b. (i) Will fill material be olaced in coastal wetlands/marsh (Cwt
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
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 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)?
direct placement of fill behind bulkhead backhoe, trackhoe, dump truck
c. (i) Will navigational aids be required as a result of the project?
?Yes HNo ?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 HNo ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
1)1C)
Date '
Lo'R Deck South at Town Creek/ Taylors Creek Holdings, Inc
LLC
Ap?t Name / Lt;„ U
C1
Applicdnt Signature
Project Name
Form DCM MP-4
STRUCTURES

(Construction within Public Trust Areas) 1{Y
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
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
b. (i) Will the facility be open to the general public?
?Yes ONO
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 240'
(iv) Width 6'
(v) Floating ®Yes ?No
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 1
(iii) Length 106'
(iv) Width 6-
(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: 50'
m. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of tie pilings?
12
? This section not applicable
Piers included? ®Yes ?No
4
50'
4'
®Yes ?No
f. (i) Are Boatlifts included? ?Yes ONO
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: 10
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
I. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
MOTOR YACHTS, SPORTSFISHER
1. (i) Will the facility be open to the general public?
?Yes ONO

Form DC1711 MP-4 (Structures, Page 2 of 4)
2. DOCKING FACIUMMARINA OPERATIONS ?This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
z' ? sst ?' ""?( ? I A'
? Toilets for patrons; Number: Location:
? Showers
® Boatholding tank pumpout; Give type and location: PORTABLE ON DOCK -
b. Describe treatment type and disposal location for all sanitary wastewater.
NO TREATMENT PROPOSED, DISPOSAL IN TOWN OF BEAUFORT MUNICIPAL SEWER SYSTEM
c. Describe the disposal of solid waste, fish offal and trash.
SOLID WASTE COLLECTION ON HIGH GROUND
d. How will overboard discharge of sewage from boats be controlled?
TO BE INCLUDED IN CONVENANTS AND ONSITE SIGNAGE
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
1 ON DOCK
(ii) Give the location and number of "Pumpout Available" signs proposed.
1 ON DOCK
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
NONE ALLOWED
g. Where will residue from vessel maintenance be disposed of?
NONE ALLOWED
h. Give the number of channel markers and "No Wake" signs proposed. 0
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
0
j. What will be the marina policy on overnight and live-aboard dockage?
NONE ALLOWED
k. Describe design measures that promote boat basin flushing?
No deeper than connecting waters
1. If this project is an expansion of an existing marina, what types of services are currently provided?
N.A
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ONo
Form DCN1 MP-4 (Structures, Page 3 of 4) ?yp.k x?
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area? a `' ?? ?+ •?
[]Yes ®No ,r
y;i Y1 V
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 (W L)? If any boxes are checked, provide the number of square feet affected.
OCW o sf ?SAV 0S13 50000sf
?WL []None 1..( (? _%?J6•1
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? []Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ® This section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial []Public/Government []Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS
a. Is the structure(s):
[]Commercial []Public/Government []Private/Community
®This section not applicable
b. Number
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
d. Description of buoy (color, inscription, size, anchor, etc.)

Farm DCNI MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
45' CLOSEST
b. Proximity of structure(s) to adjacent docking facilities.
95' CLOSEST
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
783.02' +/-
e. (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. Water depth at waterward end of structure at NLW or NW L
-6 NLW
:$ •a f1
8. OTHER ? This section not applicable
a. Give complete description:
IT IS PROPOSED TO PROVIDE SHORE POWER, WATER, PHONE AND CABLE TO EACH SLIP AND TO PROVIDE
A SUITABLE DOCK STORAGE LOCKER FOR EACH ALSO
-nzma S]ZIIO()
Date
JOINT VENTURE- LO'R DECK AND ASSOCIATES, LLC W/
TAYLORS CREEK HOLDINGS, INC
Project Name
Ronald D. Cullipher, P.E. c/o Stroud Engineering, PA
pli ant ame
Applicant Signature

+ f , c,
4
Project Narrative- Lo'R Deck South @ Town Creek, et. Al
Background- Lo 'R Deck and Associates LLC own at the
property igl&ton f We> C
and Pine Street in the Town of Beaufort. Lo'R Deck and Associates, LLC applied
for and received a Cama Minor permit for a 7 unit condominium project on the
property and secured Town of Beaufort approval for the project. Taylors Creek
Holdings, LLC owns property north of and adjacent to Lo'R Deck and Associates
LLC property and secured a Cama Minor permit for construction of a duplex unit.
Both property owners wanted to pursue boat docking facilities and due to the
nature and configuration of the riparian lines it became more feasible for the
parties to apply for a joint application for 10 wetslips.
Riparian Corridor Lines- Riparian corridor lines were determined by NCDCM staff
members including Ms. Tere Barrett and Mr. Ryan Davenport. These corridor
lines are the basis of our design.
Project- The proposed project includes the construction of a vinyl sheetpile bulkhead
along the shoreline of both properties. The application also requests approval of
10 new 50' floating slips connected by a floating dock and a fixed platform at the
shore. The project will require dredging to secure sufficient depth for the boats
intended to utilize this facility.
The water area is located in Town Creek, class SC waters, and contains a fair
amount of oysters. It is the applicants desire to be allowed to dredge the area to 6'
mean low water and to relocate the resource to locations approved by NC
Fisheries personnel.
The dredging material will be taken to a location that will be required to be
approved by NC Division of Coastal Management personnel once the successful
dredging contractor is selected.
The slips are intended to be serviced with power, phone and cable and have a
suitable portable waste water pump station on site.
`te'
Ro Id D. Culli her P.E. ?
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