20090731 Ver 3_CAMA Application_20131121

A MA
CCDEENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
November 18, 2013
MEMORANDUM:
TO: Karen Higgins
Division of Water Resources
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Turner Westward, LLC and Taylors Creek Holdings
Project Location: Carteret County, adjacent Town Creek at 501 and 513 Turner Street, off Hwy
70, in the Town of Beaufort.
Proposed Project: Proposes Major Modification of #157 -09 and includes the addition of seven
new slips with boatlifts, three new finger piers and additional dredging.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
December 8, 2013 . If you have any questions regarding the proposed project, please contact Heather
Styron, Permit officer at (252) 808 -2808. Ext. 216. 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 t) Phone: 252 - 808 -2808 l FAX: 252 - 247 -3330 Internet: www.nocoastalmanagement.net V 2 1 2013 An Equal Opportunity 1 Affirmative Action Employer 11N
w

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Turner Westward LLC and Taylors Creek Holdings (Old Town
Creek Harbor Homes)
2. LOCATION OF PROJECT SITE: Adjacent to Town Creek at 501 and 513 Turner St.
(previously L' OR Decks property) off Highway 70, Beaufort, Carteret County
Photo Index - 2000: grids 40 -528 (0-6 &7)
2006: grids 41- 8034(J- 18 &19)
State Plane Coordinates - X: 27024.72 Y: 362246.00
Longitude: 76 °39'43.17 Latitude: 34 °43'21.35
3. INVESTIGATION TYPE: CAMA -
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — several occasions in the
past, 11/13/13
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received - 10/25/2013
Application Accepted Complete- 11/5/2013
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Beaufort dated January 26, 2007
Land Classification from LUP — Low Density Residential/Conservation
(B) AEC(s) Involved: ES
(C) Water Dependent: Riprap (yes), High Ground (no)
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Municipal sewer
Planned — none
(F) Type of Structures: Existing — existing debris from house removal, new
foundation on Taylors Creek Holdings property, riprap and
old driveways, common drive for subdivision
Planned — seven new slips with boatlifts, finger piers and
additional dredging
(G) Estimated Annual Rate of Erosion: N/A Source — N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Open Water
N/A
N/A
252 ft2 Shaded
2,520 ft2 lnc.
(B) Shallow Bottom
11,725 ft2
N/A
N/A
(D) 'Total Area Disturbed: 14,245 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No

Field Investigation Report:
Turner Westward LLC and Taylors Creek Holdings
Page 02
8. PROJECT SUMMARY:
The proposed project is a major modification to existing major permit # 157 -09
and includes the addition of seven new slips with boatlifts, three new finger piers and
additional dredging. The original project was previously permitted through the major
permit (157 -09) for a 10 -slip marina with dredging and bulkhead however, the high ground
was not included with this due to the fact that it was previously permitted through minor
permits 20 -06 and 15 -06. Discussions with the applicants and DWR (DWQ formerly), it
was determined that the February 7, 2013 upland development proposal would need to be
permitted through the major permit process. A major modification was issued on 5/20/13
for the upland development which included a six lot low density subdivision, riprap
shoreline stabilization, boardwalks and all required infrastructure (electric, roads, water
etc).
9. Narrative Description
The Turner Westward LLC and Taylors Creek Holdings commercial project is at 501 and
513 Turner Street in Beaufort, Carteret County and is adjacent to Town Creek and the
USACE Federal Harbor Turning Basin as well as the Town of Beaufort Harbor Line. The
high ground property (two tracts) is 1.3 acres (56836 sf) in its entirety and is an average of
4' -5' above NHW. The property is partially developed with a new foundation on the
Taylors Creek Holdings parcel and existing building debris with driveways, new common
drive for the subdivision and riprap along the shoreline on the other parcel. The existing
riprap consists mainly of relic broken masonry debris, at and below nhw along the
shoreline. There is a sloping escarpment along the shoreline as well as scattered fringes of
coastal marsh waterward of the existing riprap. The coastal wetlands consist of Spartina
alterniflora (Smooth Cordgrass). The high ground is comprised mostly of grasses, a few
cedars, oak trees, holly trees and scrub bushes. There is an undeveloped residential
property to the north with a public street right of way to the south.
The Town of Beaufort's Land Use Plan classifies this property as Low Density Residential
with all AECs classified Conservation. Town Creek is not designated as a Primary Nursery
Area and is closed to the taking of shellfish. Town Creek within this area carries a water
classification of SC and is approximately 783' wide. Riparian corridors were determined
through the previous major permit 157 -09. Substrate is silty sand. No SAVs or shellfish
beds were observed within the riprap proposal area. A shellfish survey was conducted for
the original major permit on 10/9/09 due to DMF concerns with the proposed dredging
area. The proposed dredging footprint from the 2009 proposal incorporated approximately
81,033 square feet of shallow bottom habitat. Due to the concerns raised by DMF, this was
reduced to approximately 48,817 square feet and the slip areas were reconfigured to the be
located on the north side of the platform and the western side of the pier. Once the
proposal was changed, DMF removed their denial recommendation.

Field Investigation Report
Turner Westward, LLC and Taylors Creek Holdings
Page 03
10. Project Description:
The current proposal is for the addition of seven new slips, which would be located on the
east side of the previously permitted pier, for a total of 17 (ten existing and seven new).
They are also proposing seven 12' x12' boatlifts, three 3' x 28' floating finger piers and
approximately 11,725 square feet of additional dredging to the east.
Due to the shallow water depths within this area the applicant is proposing additional
dredging that was not previously permitted to help accommodate the new slip proposal.
They are proposing a total of 11,725 square feet of additional dredging along the east side
of the permitted pier and platform. The new dredge area would be 60' x 145' and would
not exceed a maximum of -4' nlw. A total of 1,031 cubic yards of material would be
removed from the system. The connecting water depths within this area are an average of —
5.32' nlw. Per the applicant, the spoils would be removed by the contractor and placed on
a DCM preapproved site.
The applicant is proposing the addition of seven new slip areas along the east side of the
previously permitted pier. They would start at a distance of 90' waterward of normal high
water. The seven slips would be located landward of the previously permitted platform.
There would be a total of three 3' x 28' finger piers for the seven new slips. The finger
piers would be located between slips 2 and 3, 4 and 5 and 6 and 7. Each of the slips would
have a 12' x 12' boatlift installed. The lifts would be located a distance of 16' from the
pier in order to accommodate for the bow of the boat. All parts of the boatlifts would
remain within the slip footprint. The existing water depths within this area are an average
of — 2.1' nlw.
The typical boat using the marina would be 30' with mixed types such as sail, charter,
yachts and sports fishing. The marina policy would prohibit overboard discharge with no
overnight or live aboard dockage and would be equipped with a pump out and signs that
were previously permitted.
The width of Town Creek within this area is 783'. All portions of the new slips, fingers
and boatlifts would remain landward of the previously permitted platform. All parts of the
development would also be 15' from the riparian corridors.
11. Anticipated Impacts:
The proposed slips, boatlifts and fingers would shade 252 ft2 of estuarine bottom and
incorporate 2,520 ft2 of Public Trust open water. The maintenance excavation for the
proposed marina reconfiguration would disturb 11,725 ft2 of shallow bottom habitat and
remove a total of 1,031 cubic yards of material from the system. There is a possibility of

future dredging, but no long term effects are anticipated. The setting of pilings and
excavation has the potential to cause a temporary increase in turbidity during construction
and excavation activities. No coastal marsh would be filled or excavated during this
project. Due to past shellfish surveys conducted in this area there is the potential for
disturbance to this habitat from the proposed dredging. There is no encroachment within
the Federal Basin and Town of Beaufort Harbor Line.
Name: Heather Styron Date: 11/18/13 Morehead City

CAMA Narrative
Old Town Creek Harbor Homes
October 21, 2013 RECEMD
Permittee: 0 0 1 2 5 2013
Turner Westward, LLC .
If D CITY
c/o Barney McLaughlin
Taylors Creek Holdings, Inc.
Mailing Address:
14856 Perch Point Road
Chester, VA 23836
(804) 641 -0423
Engineer:
Stroud Engineering, P.A.
151 -A Highway 24
Morehead City, NC 28557
(252) 247 -7479
License Number: C -0647
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This project was issued a Major Modification (#15709) for the upland development and
riprap stabilization on May 20, 2013. The proposed dredging, dock construction and some
upland development have been completed and this current modification is to request 7
additional slips and additional dredging for access to these slips. The slips are to be located
on the east side of the existing dock and are proposing boat lifts for each. Dredging is
required within the area to provide a depth of -4.0 NLW providing maneuverability. The
average depth in this area is approximately -1.5 NLW. The dredging footprint is 11,725
square feet resulting in 1,030 cubic yards of spoil material.

Bowl
UPUBA1811111or
11141or Development romn
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Turner Westward, Llc & Taylors Creek Holdings, Inc
Project Name (if applicable)
Old Town Creek Harbor Homes, et.al.
Applicant 1 • First Name
Barney
MI
Last Name
McLaughlin
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
MI
Mailing Address
14856 Perch Point Road
PO Box
City
Chester
State
VA
ZIP
23836
Country
us
Phone No.
804 - 641 - 0423 ext
FAX No.
N/A - -
Street Address (d different from above)
City
State
ZIP
Email
barneymac2 @comcast.net
2. Agent/Contractor Information
RRCEM
Business Name
Stroud Engineering, P.A.
OCT 6 2013
Agent/ Contractor 1: First Name
MI
2
Last Name
Ginger
Y
Turner
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
107 B Commerce Street
Greenville
NC
ZIP
Phone No 1
Phone No. 2
27858
252 - 756 - 9352 ext. 234
N/A - - ext.
FAX No.
Contractor #
252 756 2345
Street Address (if different from above)
City
State
ZIP
Email
gtumer @stroudengineer.com
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
501 & 513 Turner Street
N/A
Subdivision Name
City
State
Zip
N/A
Beaufort
NC
28516-
Phone No.
Lot No.(s) (if many, attach additional page with list)
252 - 756 - 9352 ext. 234
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
®Natural []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
®Yes ❑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 FT
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,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
4-5 ®NHW or ❑NWL
e Vegetation on tract
Mixed mature trees and shrubs
f. Man -made features and uses now on tract
debris from removal of existing residential structures, new foundation on Taylors Creek Holdings, Inc. parcel, existing
shoreline stabilization
g. Identify and descnbe the existing land uses ad4acent 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
NOV 0 8 2013
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
R -MF (Residential Multifamily)
(Attach zoning compliance certificate, if applicabwm lUllibCITY
®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 tracts 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 property9
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site? DYes ®No
(it) Are there coastal wetlands on the site? Wes QNo
(iii) ff yes to either (i) or (u) above, has a delineation been conducted? ®Yes QNo
(Attach docorrlentabon, if available)
n. Describe existing wastewater treatment facilities.
Town of Beaufort Municipal Sewer
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, A tivides and Impacts
a. Will the project be for commercial, public, or private use?
®Commercial DPubliclGovemment
Dt'rivete/Community�
b. Give a brW description of purpose, use, and daily operations of the project when complete,
slips for boat lifts
k
+ OCT 2 5 2013
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, fire r of each
of equipment and where it is to be stored. ft-
Excavator, dump trucks and backhoe
d. List all development activities you propose.
Construct 7 slips for boat lifts and dredge to -dnlw within the area to allow Ingress & egress to the open water
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?
0.76 DSq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area
❑Yes ®No DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Stormwater surface dishcarge
I Will wastewater or stomrwater be discharged into a wetland?
DYes DNo DNA
If yes, will this discharged water be of the same salinity as the receiving water?
Dyes DNo DNA
j is there any mitigation proposed?
DYes ®No DNA
if yes, attach a mitigation proposal
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. AddidonalInformation
to addition to this completed application fomr, (MP. f) the following items below, if applicable, must be submWed in order for the appl srwbon
package We complete Items (i} — (1) are always applicable to any major development appiteabon. Please consult the applketion
instruction booklet on how to propedy 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 dead (with state application only) or other instrument under which the applicant datms 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 alai 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. 252-728-2141
Address 215 Pollock Street, Beaufort, NC 28518
Name Wallace Gamer Phone No. 252- 728-3916
Address 134 Pivers Road, Beaufort, NC 28516
Name Phone No.
Address
g A list of previous state or federal pemtiis issued for work on the project tract_ Include permit numbers, pemtittee, and issuing dates.
CAMA Minor Permit 20-06 Issed 1124107
LAMA Minor Permit 15.06 for Taylors Creek Holdings, INC
issued 2006
h. Signed consultant or agent authorization form, 9 applicable.
L Wetland delineation, if necessary.
j A signed AEC hazard notice for projects in oceanfront and mist areas (Must be signed by property owner)
k. A statement of compliance with the N C. Environmental Policy Ad (N.C.G.S.113A 1 -10),1 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
Cerfification and Pernftslon 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 fad 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 appllcatl Its trutltful to the bast of my knowledge.
Date 10 - 25 "2Q)3 Print Name aJGi r Cf� f,1 l►
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts n r T 9 K 2011
®DCM MP-3 Upland Development
pDCM MP-4 Structures Information
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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
1. EXCAVATION
a Amount of mef nal to be excavated from below NHW or NWL in
cubic yards.
28,000 CY
c. () Does the area to be excavated Include coastal wetlandshnarsh
(OW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are chocked, provide the
number of square feet affected.
OCW OSAV OSB
OWL ®None
() Describe the purpose of the wmmbon in these areas
2. DISPOSAL OF EXCAVATED MATERML
a Location of disposal area
to be determined by dredging contractor
c () Do you claim We to disposal area?
Oyes ONO ONA
(h) if no, attach a letter granting permission from the owner
G, (1) Does the disposal area include any coastal wetlandsimarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SE),
or other wetands (WL)? If any boxes are checked, provide the
number of square feet affected.
OCW OSAV 0S8
OWL ®None
(ii) Describe the purpose of disposal In these areas.
OThis sect/on not appycabie
b. Type of material to be excavated.
Silly sand
d. High - ground excavation in cubic yards.
N/A
OThfs section not applicable
b. Dimensions of disposal area.
to be pre - approved by NCDCM
d. (I) Wig a disposal area be available for future maintenance?
OYes ONO ONA
(R) If yes, where?
I. (i) Does the disposal include any area in the water?
OYes ONO ONA
(i) It yes, how much water area is affected?
OCT 262013
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Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
Breakwater
shoreline
stabilbuition
Length
145
Width
go
Avg. Existing
Depth
-1.6 NLW
NA
NA
Final Project
Depth
.4 NLW
NA
NA
1. EXCAVATION
a Amount of mef nal to be excavated from below NHW or NWL in
cubic yards.
28,000 CY
c. () Does the area to be excavated Include coastal wetlandshnarsh
(OW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are chocked, provide the
number of square feet affected.
OCW OSAV OSB
OWL ®None
() Describe the purpose of the wmmbon in these areas
2. DISPOSAL OF EXCAVATED MATERML
a Location of disposal area
to be determined by dredging contractor
c () Do you claim We to disposal area?
Oyes ONO ONA
(h) if no, attach a letter granting permission from the owner
G, (1) Does the disposal area include any coastal wetlandsimarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SE),
or other wetands (WL)? If any boxes are checked, provide the
number of square feet affected.
OCW OSAV 0S8
OWL ®None
(ii) Describe the purpose of disposal In these areas.
OThis sect/on not appycabie
b. Type of material to be excavated.
Silly sand
d. High - ground excavation in cubic yards.
N/A
OThfs section not applicable
b. Dimensions of disposal area.
to be pre - approved by NCDCM
d. (I) Wig a disposal area be available for future maintenance?
OYes ONO ONA
(R) If yes, where?
I. (i) Does the disposal include any area in the water?
OYes ONO ONA
(i) It yes, how much water area is affected?
OCT 262013
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Form DCM P -2 lExcavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION OTbls section not appilcoble
(If development is a wood groin, use MP-4 — Structures)
T.-_
w. , Ypv w Munvnnv a;K.R.1 P, Lengtn:
OBuBmwd OWprap OBreakwater /sill OCther. Wig.
c. Average distance waterward of NHW orNWL d. Maximum distance watenaard of NHW or NWL•
e. Type of stabilization material.
g. Number of square feet of till to be placed below water level.
Bulkhead bac ktiil Rip rap
Breakwater/Sill Other
i. Source of fill material.
f. (1) Has there been shoreline erosion during preceding 12
months?
Oyes ONO ONA
(iij If yes, state amount of erosion and source of erosion amount
information.
h. Typo of fill material REeffm
DCM.MHD Cffy
d. OTHER FILL. ACTIVITIES 07b/s section not applicable
(Excluding Shoreline Stabilization)
�. (i) Will fig material be brought to the site? OYes ONo ONA b. (i) Will fill material be placed in coastal wetlands/marsh 1CW1.
If yes,
(ii) Amount of material to be placed in the water
(io) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a How will excavated or fli I material be kept on site and erosion
controlled?
silt fence and seeding
C, (i) Will na ige- honal aids be required as a result of the project?
OYes ®No ONA
(ii) If yes, explain what type and how they will be implemented.
Old Town Greek Hwbor Homes, at. at.
rrcyea Name
______ --'
. _J
submerged aquatic vegetation (SAA shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
OCW OSAY OSB
OWL ONone
(ii) Describe the purpose of the fill in these areas.
What type at construction equipment will be used (e g.,
backhoe, or hydraulic dredge)?
backhoe, trackhoe, dump truck
d. (1) Will wetlands be crossed in transporting equipment to project
site? OYes ONO ONA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
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Form DCM MP -4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
1. DOCKING FACILITY /MARINA CHARACTERISTICS
a (i) Is the docking facility /manna:
®Commercial ❑Pubhc/Govemment ❑Pnvate /Community
C. (i) Dock(s) and/or pier(s)
(ii) Number N/A
(iii) Length N/A
(iv) Width N/A
(v) Floating []Yes []No
e (i) Are Platforms included? []Yes ®No
If yes:
(ii) Number
(m) Length
(iv) Width
(v) Floating ❑Yes ❑No
Note Roofed areas are calculated from dnpline d1mensiona
g. (i) Number of slips proposed
7
(u) Number of slips existing
10
I. Check the proposed type of siting•
❑ Land cut and access channel
®Open water, dredging for basin and/or channel
❑Open water, no dredging required
❑Other; please describe:
k. Typical boat length: 30'
m. (i) Will the facility have tie pilings?
[]Yes ®No
(ii) If yes number of be pilings?
❑This section not applicable
b (i) Will the facility be open to the general public?
❑Yes ®No
d (i) Are Finger
If yes
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ❑No
3
28'
3'
®Yes []No
f (i) Are Boatlifts included? ®Yes []No
If yes.
(ii) Number 7
(iii) Length 12'
(iv) Width 12'
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 (beet slips' only, number of slips: 17
❑ Dry storage; number of boats
❑ Boat ramp(s); number of boat ramps
❑ Other, please describe.
j. Describe the typical boats to be servd (ems about,
charter boats, sail boats, mixed types).
Motor Yachts. Sport Fishers
Nov 0 8 2013
DCM- a r EVY
1. (i) Will the facility be open to the general public?
❑Yes ®No
252 - 808 -2808 .: 1- 888- 4RCOAST :: www.nccoastaimananement.net revised: 12/27106

Form DCM MP-4 (structures, Page 2 of 4)
2. DOCKING FACILI MMARINA OPERATIONS P7rrts tecl1bn not applicable
a. Chedc each of the following sanitary facilities that will be Included in the proposed project
❑ Office Toilets
❑ Toilets for patrons; Number. : Location:
0 Showers
® Boatholding tank pumpout, Give type and location. Portable on Doc(
b. Describe treatment type and disposal location for all sandwy 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 covenants and onsite signage
e. Q Give the location and number of 'No Sewage Discharge* signs proposed.
1 on Dock
(IQ Give the location and number of ` Pumpout Available° signs proposed.
1 on Dock
f. Describe the special design, if applicable, for contaning industrial type pollutants, such as paird, sandblasting waste and petroleurn 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
1. Give the location of fuel- handling facilities, and describe the safety measures planned to protect area water quality
0
j. What will be the marine policy on overnight and live aboard dockage?
None Allowed
k. Describe design measures that promote boat basin flushing?
No deeper than connecting waters
I. If this project Is an expansion of an existing marina, what types of services are currently provided?
m. is the manna/dodong facility proposed wrthm a primary or secondary nursery area? �
❑yes ®No
OCT 2 5 2013
262 - 808.2808 :: 1- 888- dt2COAST :: www.nccoastatmanagernent.n e# revised: 12127106
DCR YM am

Form DCM NP-4 (structures, saga 3 of 4)
n. Is the marina(doddng facility proposed within or adjacent to any shellfish harvesting area?
Oyes ONO
o. Is the marina(dockmg facility proposed within or adjacent to coastal wetlandsimarsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SIB), or other wetlands (WL)'? If any boxes are chec(ed, provide the number of square feet affected,
OCW 0 SF ❑SAV OSB 11,750 SF
OWL ONone
p. Is the proposed marinaldodting faciility located wdhm or within dose proximity to any shellfish leases? OYes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE pncli ding covered lilts) 0This section not applicable
a. (i) Is the boathouse structure(s).
OCommerdal ❑PubpdGovemment ❑Private/Community
(ii) Number
(in) Length
(iv) Wxtth
Mote: Roofed areas are calculated t}nm dnPkw dvwnsmns.
A 42ROI N (e.g., wood, sheefpife, etc. if a rock groin, use MP -2, Excavation and PIN. j 0This section not applicable
a (1) Number
(i) Length
(hi) Width
BREAKWATER (e.g., wood sheetplte, etc.) ®This section not appiicable
S. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS OThis section not applicable
a is the siltum e(s). b. Number
❑Commercial OPubliciGovernment OPrivateiCommumty
c. Distance to be placed beyond shoreline d. Description of buoy (color, Inscription, size. anchor, etc.)
Mote. This should be measured from marsh edge, if present
e. Arc of the swing
T. GENERAL - - -- -------------- - -___- � - - - -- — _--- - - - - --
RECEWED
OCT 252013
262 - 808-2888 :: 1488- 4RCOAST :-, wwwmccoaetafmanaraement:.net revised: 12127106

« FC9PitifU DCM MP-4 (Sttruettures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property ones
45' Closest
Note. For buoy or mooring piling, use arc of swing including length
of vessel.
c Width of water body
783.02+1-
e. (i) Will navigational ails be required as a result of the project?
©Yes ®No ©NA
Qi) If yes, explain what type and how they will be ir"mented.
b. Proximity of structure(s) to adjacent docking facilities.
95' Closest
d. Water depth at waterward end of structure at NLW or NM
-6 NLW
$. OTHER Mbis section riot applicable
a. Give complete description:
IT IS PROPOSED TO PROVIDE SHORE POWER, WATER, PHONE AND CABLE TO EACH SUP AND TO PROVIDE
A SUITABLE DOCK STORAGE LOCKER FOR EACH ALSO
t0l21 /13
Date
Project Name
JOINT VENTURE- LO'R DECK AND ASSOCIATES, U.0 WI
TAYLORS CREEK HOLDINGS, WO
Applicant Name
App ll natty
IV RECEMM
OCT 252013
D,rV C1TY
262 - 808-2808 :: 9-888 4RCOAST :: www.ncr aasgairnanagernent.net revised: 92127106

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NOTES
1. EXISTING FEATURES OUTSIDE OF THE PROPERTY BOUNDARY
ARE APPROXIMATE b FOR GRAPHICAL REPRESENTATION ONLY.
2. REFERENCE MAP - SEE SURVEY BY STROUD ENGINEERING, P.A.
DATED 11/27/05.
LEGEND
EIR + EXISTIN ING IRON ROD
EIP + EXSTG IRON PIPE
R/W -RIGHT OF NAY
TEL ° TELEPHONE
k MAPRBOOOK ELECTRIC
DB = DEED BOOK
PG = PAGE
CO + CLEAN OUT
WM . HATER METER
FH = FIRE HYDRANT
C - COMPUTED POINT
LP = LIGHT POLE
RLEC RADIUSIC
MBL + MINIMUM BUILDING LINE
S.F. = SOUARE FEET
AEC + AREA ENVIRONMENTAL CONCERN
AC - ACRE
SSMI= SANITARY SEVER MANHOLE
INV =INVERT
SS - SEWER SERVICE
WS . HATER SERVICE
0 I = DUCTILE IRON PIPE
F077= OYSTER ROCK
= RIPRAP
REFERENCES:
OWNER: N/F TURNER WESTWARD. LLC
D.B. 1415 PG. 280
NCPIN 730617223112
ADDRESS: 501 TURNER STREET
OWNER: N/F TAYLOR CREEK HOLDING.
D.B. 1079 PG. 222
NCPIN 730617224240
ADDRESSt 513 TURNER STREET
PE DATE
REVIS
TURNER WESTWARD LLC &
TAYLOR'S CREEK HOLbINGS, INC
TOWNHOME LOTS 1-6
BEAUFORT. BEAUFORT TWSP.. CARTERET COUNTY. NC
NER:
P.0 C.=.•
ESIGNED:
TAYLOR'$ CREEK HOLOINGS. INC
RDC
ESS:
801 ARENDEII STREET SUITE B
pWN:
LZ
t�
GYT
ING:
P.D. BO% 188
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ARE APPROXIMATE b FOR GRAPHICAL REPRESENTATION ONLY.
2. REFERENCE MAP - SEE SURVEY BY STROUD ENGINEERING, P.A.
DATED 11/27/05.
LEGEND
EIR + EXISTIN ING IRON ROD
EIP + EXSTG IRON PIPE
R/W -RIGHT OF NAY
TEL ° TELEPHONE
k MAPRBOOOK ELECTRIC
DB = DEED BOOK
PG = PAGE
CO + CLEAN OUT
WM . HATER METER
FH = FIRE HYDRANT
C - COMPUTED POINT
LP = LIGHT POLE
RLEC RADIUSIC
MBL + MINIMUM BUILDING LINE
S.F. = SOUARE FEET
AEC + AREA ENVIRONMENTAL CONCERN
AC - ACRE
SSMI= SANITARY SEVER MANHOLE
INV =INVERT
SS - SEWER SERVICE
WS . HATER SERVICE
0 I = DUCTILE IRON PIPE
F077= OYSTER ROCK
= RIPRAP
REFERENCES:
OWNER: N/F TURNER WESTWARD. LLC
D.B. 1415 PG. 280
NCPIN 730617223112
ADDRESS: 501 TURNER STREET
OWNER: N/F TAYLOR CREEK HOLDING.
D.B. 1079 PG. 222
NCPIN 730617224240
ADDRESSt 513 TURNER STREET
PE DATE
REVIS
TURNER WESTWARD LLC &
TAYLOR'S CREEK HOLbINGS, INC
TOWNHOME LOTS 1-6
BEAUFORT. BEAUFORT TWSP.. CARTERET COUNTY. NC
NER:
TUR NER WESTWARD. LLC b
ESIGNED:
TAYLOR'$ CREEK HOLOINGS. INC
RDC
ESS:
801 ARENDEII STREET SUITE B
pWN:
LZ
MOREHEAD CITY. NC 28557
GYT
ING:
P.D. BO% 188
MOREHEAD CITY, NC 28557
804 -641 -0423
RDC ..
DINEERIN0,P.A. GYT
B4 ATE:
N.C. 28667 10/21/1:
LICBNS6 NO. C•0647
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M8 =MAP BOOK
OB = DEED BOOK
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LP v LIGHT POLE
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INV - INVERT
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WS = WATER SERVICE
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�= OYSTER ROCK
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CAMA MAJOR #157 -09 n. 1-4111 1 1 1
(MODIFICATION- MiN6R) l
DATE: 12 -21 -12 a rt ° 7.
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EIP EXISTING IRON PIPE
R - RIGHT OF NAY
TEL = TELEPHONE
OE - OVERHEAD ELECTRIC
MB MAP BOOK
08 =DEED BOOK
PG :PAGE
CO CLEAN OUT
NM -WATER METER
FH - FIRE HYDRANT
CP -COMPUTED POINT
LP = LIGHT POLE
ELEC = ELECTRIC
R - RADIUS
M8L - MINIMUM BUILDING LINE
S.F. + SOUARE FEET
AEC AREA ENVIRONMENTAL CONCERN
AC ACRE
SSMH SANITARY SEVER MANHOLE
INV INVERT
SS - SEVER SERVICE
VS = WATER SERVICE
DIP - DUCTILE IRON PIPE
1071= OYSTER ROCK
RIPRAP
® - DREDGING /EXCAVATION
VISIONS:
I
TURNER WESTWARD, LLC &
TAYLOR'S CREEK HOLDINGS, INC
TOWNHOME LOTS 1-6
BEAUFORT, BEAUFORT TWSP., CARTERET COUNTY, NC
OWNER: TURNER WESTWARD, LLC d t�st;Ntu:
TAYLOR'S CREEK HOLDINGS. INC ROC
ADDRESS: 801 ARENDELL STREET SUITE 8 gyyN;
MOREHEAD CITY, NC 28557 GYT
MAILING: P.O. DOX 188
MOREHEAD CITY. NC 28557
GYT
N.C. 28667 1 10/21/13
LICENSE NO. C•0847 L
1`: 40'
-4
p
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0 -2.6 -7
CRApE
EL =6.0 - - - - - - - - - - - - - - -
SECTION A -A
PROPOSED DREDGING CROSS SECTION
SCALE: HORIZONTAL 1"=40'
VERTICAL 1 '= 4'
PROPOSED DREDGING
LIMITS (11,725 SF)
0
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EIP EXISTING IRON PIPE
R - RIGHT OF NAY
TEL = TELEPHONE
OE - OVERHEAD ELECTRIC
MB MAP BOOK
08 =DEED BOOK
PG :PAGE
CO CLEAN OUT
NM -WATER METER
FH - FIRE HYDRANT
CP -COMPUTED POINT
LP = LIGHT POLE
ELEC = ELECTRIC
R - RADIUS
M8L - MINIMUM BUILDING LINE
S.F. + SOUARE FEET
AEC AREA ENVIRONMENTAL CONCERN
AC ACRE
SSMH SANITARY SEVER MANHOLE
INV INVERT
SS - SEVER SERVICE
VS = WATER SERVICE
DIP - DUCTILE IRON PIPE
1071= OYSTER ROCK
RIPRAP
® - DREDGING /EXCAVATION
VISIONS:
I
TURNER WESTWARD, LLC &
TAYLOR'S CREEK HOLDINGS, INC
TOWNHOME LOTS 1-6
BEAUFORT, BEAUFORT TWSP., CARTERET COUNTY, NC
OWNER: TURNER WESTWARD, LLC d t�st;Ntu:
TAYLOR'S CREEK HOLDINGS. INC ROC
ADDRESS: 801 ARENDELL STREET SUITE 8 gyyN;
MOREHEAD CITY, NC 28557 GYT
MAILING: P.O. DOX 188
MOREHEAD CITY. NC 28557
GYT
N.C. 28667 1 10/21/13
LICENSE NO. C•0847 L
1`: 40'