20080922 Ver 3_CAMA Application_20111205

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North Carolina Department of Environment and Natural Resaurces
Division of Coastal Management
Beverly Eaves Perdue Braxton C Dav�s Dee Freeman
Governor D�rector Secretary
December 1 2011 p (a���d�
L5 D
MEMORANDUM D E C -
�i 2011
TO Karen Higgms DENR WATER QUALITY
Division of Water Quality ��S�D S1pRMWqTER gRANCH
FROM Doug Huggett
Ma�or Permrts Processmg Coordmator
SUBJECT CAMA/DREDGE & FILL Permrt Application Review
Applicant Edgewater Properties,Inc (Front Street Village Ph II)
Pro�ect Locahon Carteret County Located at 2400 Lennoxville Road,along Taylors Creek,in
the Town of Beaufort
Proposed Pro�ect Proposes MaJor Modification of State Permit 131-08 and consists of the
addrtion of 20 wet shps at the exishng 9-shp docicing facihty
Please indicate below your agency's position or viewpomt on the proposed pro�ect and return this form by
December 21 2011 If you have any questions regardmg the proposed pro�ect please contact
Heather Styron Permit officer at(252)808 2808 When appropriate,in depth comments with supporting
data is requested
REPLY This agency has no ob�ection to the pro�ect as proposed
This agency has no comment on the proposed pro�ect
Tlus agency approves of the pro�ect only if the recommended changes aze
mcorporated See attached
This agency ob�ects to the pro�ect for reasons described in the attached comments
SIGNED DATE
400 Commerce Ave Morehead City NC 28557 NorthCarolina
Phone [phone] FAX [phone] Internet www nccoastalmanagement net
An Equal Opportumty 1 Affirmanve Act�on Emptoyer �bil�`lL�5��

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1 APPLICANT'S NAI�IE Edgewater Properties Inc (Front Street Village phase II Marina
Expansion)
2 LOCATI0�1 OF PROJECT SITE 2400 Lennoxville Rd along Taylors Creek in
Beaufort Carteret County �
Photo Index 2006 42 6406 grids R 9, S 9,R 10, S 10,
2000 42 543 grids E 1�, E 16, F 15, F 16, G 15
�tate PIane Coordinates X 2711824 832 Y 357739 468 Rover#M121114A
Longitude 34 42 34 590 Latitude 76 37 52 373
3 INVESTIGATION TYPE CAMA
4 INVESTIGATIVE PROCEDURE Dates of Site Visit—past visits of 4/18/11 and
4/26/11 recent 11/7/11
Was Applicant Present—No No
Photos Taken—Yes
5 PROCESSING PROCEDURE Application Received Complete— 11/14/11
Office MHC
6 SIT� DI'SCRII'TION
(A) Local Land Use Plan—Beaufort Certified 1/26/2007
Land Classification from LUP—Developed/Conservation
(B) AEC(s) Involved EW PTA ES
(C) Water Dependent Yes
(D) Intended Use Commercial
(E) Wastewater Treatment Existing—Municipal Sewer
Planned None
(F) Type of Structures Existing—Old timber Wharf smoke stack raw box
building net wheel 234 boat dry stack facility concrete
boat launch marina bulkhead and parking areas
Previously Permitted 78 roam inn with outdoor pool 56
multi famzly residential umts chapel restaurant all
` required infrastructure (water sewer electrical) 136 space
parking area transportation center wi�h tavern offices golf
barn timber raised walkways bulkheads groin and two
bridges
Planned The addition of 20 new slips to the existing 9 slip
marina
(G) Estimated Annual Rate of Erosion N/A
Source—N/A
7 HABITAT DESCRIPTION
DREDGED FILLED OTHER
(A) Open Water N/A N/A 8 149 ftZ Shaded
32 799 ftz Inc
(D) Total Area Disturbed 32 799 ft2
(E) Primary Nursery Area No
(F) Water Classification SC Open No

Field Investigation Report
Edgewater Properties Inc
Page 2 of 4
8 Pro1ect Summarx
The proposed pro�ect is a ma�or modification to eYisting ma�or permit 131 08 and consists
of the addition of 20 new wet s�ips at th.e eYisting 9 slip dockin� facility There has been a
change m use of the area(previously a menhaden factory(Beaufort Fisheries)to a commercial
mixed use/urban waterfront)
9 Narrative Description
The Edgewater Properties Inc (Front Street Village Phase II)pro�ect is located at 2400
Lennoxville Road in the Town of Beaufort Carteret County The site is found by turmng
right off of Hwy 70 east(ad�acent to Gaskills general store) onto Lennoxville Road
Follow this road for about 3/4 of mile to the site It is not located within the Beaufort
Historic District or the National Historic District The site was previously permitted for
(Phase I) a 234 boat dry stack marina boathouse shop with ship store and offices two
gravel parkmg areas nine slip open water marma excavation with soil disposal and
conerete boat launch pad (all of which have been constructed) and phase II (78 ioom inn
wrth outdoor pool 56 multi faniily residential unrts chapel restaurant all required
mfrastructure (water sewer electrical) 136 space parking area transportation center wrth
tavern offices golf barn timber raised walkways bulkheads groin and two bridges)
The commercial property is 24 62 acres in its entirety and is splrt by Lennoxville Road There
are 16 1 acres located on the north side of Lennoxville Road and 8 52 acres located on the
south side of Lennoxville road ad�acent to Taylors Creek The properiy is on the north side of
Taylors Creek and across from Carrot Island The north side is relatively undeveloped with an
existing spoil disposal site The south side is developed with a timber wharf smoke stack raw
box building net wheel 234 boat dry stack marina concrete boat launch marina and two
parking areas The pro�ect is ad�acent to the NCWRC public boat ramp to the west and
Atlantic Veneer Corporation to the east The upland vegetation mainly consists of lawn
grasses bordered by Section 404 Wetlands and Coastal Wetlands (a�oint line within certain
areas) along the 1 877 of shoreline on Taylors Creek There are two sections of regularly
flooded Coastal Wetlands ad�acent to the property mainly consisting of salt marsh cordgrass
(SpaYtrna alterntflora) The first section is approximately an 8 000 square feet area located off
of the southwestern corner of the property The second section is approximately a 6 000 square
feet area bordering the mouth of an unnamed tributary within the southeastern section of the
property The waters of Taylors Creek have an approximate 3 lunar tidal amplrtude The
pro�ect site has recently been designated as an Urban Waterfront by the Town of Beaufort s
Planning and Inspections Department as stated per the letter by Town Planner Kyle Garner
dated April 1 2011
The Division of Water Qualrty classifies this area as SC Waters Taylors Creek is not
designated as a Primary Nursery Area and is closed to the taking of shellfish The Town of
Beaufort s Land Use Plan classifies this area as Developed with Conservation within the
AECs The Town of Beaufoit has designated this area as an Urban Wateifront as well There
are no shellfish resources in the area The Federal Channel Setback withm this area of Taylors

Field Investigation Report
Edgewater Properties Inc
Page 3 of 4
Creek is 61 Thru previous submrttals water depths within th�s pro�ect location were
determined to range from 2 nlw to 12 nlw with an average connectmg water depth of 18 44
nlw The bottom substrate is silty sand with shell Tay lors Creek is approYimately 462 to 479
wide at this location
There is a shallow(< 6 nlw) non navigable unnamed tributary that�uts through the
southeastern portion of the property This tributary is approximately 100 from the eastern
property boundary and is connected to Taylors Creek This tributary runs in a north south
orientation(approxzmately 500 ) and continues beneath Lennoxville Road via culvert and is
10 in width The bottom substrate withm the unnamed tributary is silty sand with shell It is
bordered by Coastal and Section 404 Wetlands on both banks
IO) Proposed Development
The applicant wishes to add 20 new slips to the existing commercial9 slip dockmg
facility The dockmg facility located on the western side that houses existing sl�ps 1 4
would remain the same The existing docking facility which houses existing slips 5 9
would be ieconfigured to help accommodate the addrtion of the new access piers fingeis
and additional slrp areas (10 14) The applicants axe proposing to construct(8)new
(floating) pier access sections 12 finger piers and 11 new tie pilmgs Dock A would be
located 50 waterward of the existing bulkhead and a dzstance of 170 from the western
riparian corridor and 40 landward of the USACOE setback It would connect to a portion
of the existing dock that currently houses slips 5 9 as well as the new section of dock
labeled B Dock(B)would be 5 to 8 wide depending on location 101 long and would
extend 10 beyond the COE setback This portion of dock would extend waterward from
the section labeled dock C Dock (C) (8 wide) would start approximately 270 from the
western riparian line run parallel with the existing bulkhead east for 109 and be located a
distance of 90 landward of the channel setback It would mtersect dock(D) were at this
point rt(section D) would run south for 59 and would be located 35 landward of the
channel setback At this point rt intersects dock (F) (6 wide) which runs east for 97 is
located 30 from the channel setback and intersects dock(F) (6 wide) This section (F)
runs north for 61 is located 35 from the channel setback and intersects dock (G) Dock
(G) would continue east for 97 would be 6 in width and a distance of 90 landward of
the COE channel setback Dock(H) (6 wide) extends south from section(G) for 62 and
would be located a distance of 35 �andward of the channel setback Dock H would be
located on the western side of the previously permitted grom and a distance of 10 from
any coastal wetlands The final section of dock(I) would cont�nue east for 153 would be
6 in width and located a distance of 33 landward of the COE channel setback This
section of dock would be located 3 to 8 depending on location waterward of the existing
coastal wetlands and would be directly waterward of the existing non navigable unnamed
tributary located along the east side of the property Dock (A)would have five 5 x 51
fingers dock(G) would have two 5 x 20 fingers and dock(I)would have five 5 wide x
41 5 long finger piers A portion of the finger piers serving slips 5 13 and 22 29 would be
located a distance of 15 waterward(over) of the USCOE federal setback The applicants
previously received wrrtten permission from the USACOE navigation section m 2009 to

Field Investigation Report
Edgewater Properties Inc
Page 4 of 4
allow this encroachment however the applicants were advised to contact this section again
to obtain pennission since past policies may have changed The applicants have informed
DCM that they have contacted the USACOE navigation section but have not recezved
notification at this time therefore no new documentation has been submrtted by the
appl�cant The docking facility would be 180 from the riparian corridor on+he west side
and 15 from the eastern riparian corridor There would be a total of 29 permanent slips (9
existing and 20 new) located within this area The slips would be numbered 1 to 29 with a
total of 12 floating finger piers (5@ 5 x 41 5 5@ 5 x 51 and 2@ 5 x 20 ) and 11 tie
pilings withm this area The typical boat using the marina would be 20 60 mixed types
such as sail charter yachts and power boats The dockzng facilrty would prohibit
overboard discharge with no overnight or live aboard dockage The applicant proposes two
No Sewer Discharge signs and two pump out available on each side of the previously
permitted bistro They are also proposing two no wake signs on the southeast side of slip #
29 as well as two signs on the southwest side of existing slip # 4 There are existing fuel
handling facilities located on the southwest side of the dry stack facility that will remain as
previously permrtted
11 Anticipated Impacts
The proposed dock additions would shade 8 149 ftz and incorporate 32 799 ft2 of shallow
bottom with an mcrease in the number of wet sl�ps to a total of 29 (9 existing and 20 new)
The existmg water depths are sufficient for this use The slip add�tions have the potential for
overboard discharge however the applicant has proposed to place no discharge signs along the
facility m various locations to help minimize this potential impact The settmg of pilmgs has
the potential to cause a temporary mcrease Ln turbidity during construction activrties
Name Heather M Styron Date 12/1/11 Office Morehead City

FRONT STREET VILLAGE- PHASE II
EDGEWATER PROPERTIES, IiVC
BEAUFORT, CARTERET COUNTY, NORTH CAROLINA
PROJECT NARRATIVE
�
October 12, 2011
Revised November 7, 2011 , a � � ���
s t � � �
INTRODUCTION
The pro�ect site is an approximately 30 55 acre site located in of the Town of Beaufort s
corporate limits and �s adJacent to Taylors Creek The property was formally the site of a large
menhaden factory known as Beaufort Fisheries which was in continuous operation from the
early 1930s untd 2005 The Front Street Vdlage property is located on both the north and south
side of the Lennoxville Road at 2400 Lennoxville Road (Figure 1)
A Modification to Ma�or CAMA Permit 131 08 This modification is requested under the Urban
Waterfront provisions of 15A NCAC 07H 0209 (g) The pro�eEt site was annexed into the
corporate I�mits of the Town of Beaufort m September 2008 A letter is attached to this
application from the Town of Beaufort designating the site as an urban waterfront
Front Street Village LLC has divided the pro�ect into several phases Phase One has been
constructed and consists of a 234 slip dry stack boat storage facility 9 slip docking facdity a
Boathouse shop that contains a ship store and offices and a concrete boat launch pad and two
gravel parking areas (Figure 2) Work currently permitted for Phase II (Figure 2) includes the
demolition of the bwiding known as the raw box &wharf used by Beaufort Fisheries operations
the and construction of a buddmg on approximately the same footprmt excavation of upland
area along Taylors Creek and dredging of Taylors Creek construction of 516 +/ linear feet of
bulkhead 24 mches wide along the Taylors Creek shorelme construction of 1070 +/- linear feet
of bulkhead 12 inches wide along the east and west sides of the creek construction of 850 +/
linear feet of elevated timber walkways of various widths Upland development includes the
Front Street Village-Phase II � � October 12 2011
Ma�or CAMA Permit Application-Narrative Revised November 7 2011
Page 1 of 5

construction of approx�mately 56 multi famdy residential urnts a 78 room Inn chapel restaurant
and water sewer and utility infrastructure requirements to serve the residential and commercial
development The exist�ng grave{ parking area constructed in Phase 1 will be redeveloped as
residential and park areas in Phase II
The pro�ect is located within the town limits of the Town of Beaufort on Taylors Creek 2 miles
�
east of the downtown Beaufort waterfront (Figure 1) A PUD was approved for the entire pro�ect
on September 8 2008 � �� ;k��
�
PROJECT DESCRIPTION ,f � � ��, ��
The open water marma will expand on the existing dockmg facility located on the north side of
Taylors Creek as part of Phase II of the development plan The extent of the marina is defined
by the extent of existing in water structures
The marma expansion will consist of adding 20 floating docks for permanent slips along the
north shoreline of Taylors Creek (Figure 3) Slips numbered 1 9 were previousiy permitted
under CAMA Ma�or Permit# 131 08 and constructed during Phase 1 Floating docks will be
located in naturally occurring deep water in depths from 8 to 12 ft in Taylors Creek waterward of
coastal wetiands which have been identified along the property s eastern shoreline
Access to the marina on Taylors Creek will be provided by three (3) articulated ramps 4 ft m
width from the upland development (Figures 3 4 and 5) The ramps will make the boat docks
handicap accessible during periods when water levels are at or above the normal high water
Total area of floating docks mciudmg gangways main walkways and fingers wdl be
approximately 8 600 sf
The boat siips on the floating docks in the marina will be equipped with shore power potable
water and communication utilities supplied at utdity pedestals that serve each slip A sewer
pumpout device is currently provided at the marina for use by marina patrons
Concrete pdes will be used for guide pdes and timber will be used for moormg pdes in the
manna This together with the polyethylene floats used for the floating docks makes the
Frant Street Village—Phase II � October 12 2011
Ma�or CAMA Permit Application—Narrative Revised November 7 2011
Page 2 of 5

floatmg dock system nearly inert in terms of mtroduction of chemicals into the water column No
permanent structures will be built withm the USACE setback
f � �
EXISTING CONDITIONS
Site Topography and Hydrography The topography of the upland development site is
relatively flat varying from 7 to 12 feet in elevation on the site The Front Street Village site
consists of fine to medium sand material The base flood elevation at the site is 7 feet (NAVD
88 datum)
Land Use - Historicaily the riverFront of the Beaufort Fisheries site was an industrial waterfront
site Beaufort Fisher�es ceased operations in 2005 The pro�ect area is located in the town
limits of the Town of Beaufort ad�acent to the town s boat launching facdity The pro�ect is on
the waters of Taylors Creek a federally maintained navigation channel The remamder of the
land parcel is expected to be developed in accordance with the PUD approved by the Town of
Beaufort
Wetlands -There are coastal wetlands that are on both sides of a tidal creek that runs through
the east side of the property and along the shoreline of Taytors Creek�ust east of the boat
launching area A permitted bulkhead spur will extend from the new bulkhead approximately 60
feet and will be constructed perpendicular to the flow of Taylors Creek at the mouth of the creek
that flows through the pro�ect site to protect the coastai wetlands
Areas of Archeological or H�storic Value The proposed pro�ect is not located within a
designa��d Historic District of the Town of B�aufort Established in the early 1330 s the
Beaufort Fisheries site was a factory that processed menhaden as a raw mater�al to make f�sh
meal fish od and high protein fish solubles
Navigation - No fixed structures (as authorized by the Army Corps of Engineers m a letter
dated March 25 2009 and in accordance with recent March 2011 USACE setback rule
changes) wdl be placed within the setback from the federal channel A copy of that
correspondence is attached The federal channel boundary line runs along the entire southern
Front Street Village— Phase II �������� October 12 2011
Ma�or CAMA Permit Application—Narrative Revised November 7 2011
Page 3 of 5

margm of the proposed pro�ect site The federal channel is 100 feet wide with an average depth
of 15 feet at mean low water The channel m front of the pro�ect property has not been dredged
for many years because naturally occurring flows tend to maintam the channel depths without
the need for dredging
flAETHODS OF CONSTRUCTION
Construction of the marina and m water facilities will be by conventional marine construction
equipment including barges and cranes The equipment will be onsite only a sufficient time to
compiete the pde driving and dock mstallation work Equipment will be stored in the protected
waters of Taylors Creek when not in use or weather prohibits work at the site Materials for in
water improvements will be stored in upland areas and transferred to barges for in water
construction Floatmg docks wiil be launched from barges and towed to location and then used
as a template for mstalling concrete guide piles Concrete dock support and timber moormg/tie
pdes wdl be driven into the substrate to minimize turbidity
PROJECT SCHEDULE
Construction of Front Street Village Marina is expected to start soon after permit issuance and
within the permitted time frame
COMPLIANCE WITH THE N C ENVIRONMENTAL POLICY ACT
The Regulatory Reform Act of 2011 (SB 781) was passed by North Carolina Legislature in July
2011 This bill eliminates the requirement for an environmental assessment (EA)for any pro�ect
requirmg a MaJor CAMA permit Therefore the proposed pro�ect is not sub�ect to N C
Environmental Policy Act review
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Front Street Vdlage—Phase II � October 12 2011
Ma�or CAMA Permit Application—Narrative Revised November 7 2011
Page 4 of 5

ADJACENT PROPERTY OWNERS
Letters notifymg ad�acent properties owners of The Front Street Vdlage Phase II CAMA Permit
Application have been sent to the foilowing properties owners by certified mail Copies of those
letters are attached
Ad�acent Riparian Property Owners
Town of Beaufort
215 Pollock St
Beaufort North Carolina 28516
Moerhing Group Holding
PO Box 660
Beaufort North Carolina 28516
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Front Street Village— Phase II � �^�� ����4��� �� October 12 2011
Ma�or CAMA Permit Application— Narrative Revised November 7 2011
Page 5 of 5

DCM!��1
A�p<'c�T,oN for
M�or D���Iopmcnt Perm�t
(last revised 12I27/06)
North Carolma DIVISION OF COASTAL MANAGEMENT
9 Pr�mary Appl�cant/Landowner Informaf�on
Business Name Pro�ect Name(if applicable)
Edgewater Properties Inc Front Street Vdlage Phase II
Applicant 1 First Name MI Last Name
Charles Oliver II
Applicant 2 First Name MI Last Name
If addit�onal applicants please atfach an add�tronal page(s)w�th names l�sted
Mading Address PO Box City State
2400 Lennoxvdle Rd Beaufort NC
ZIP Country Phone No FAX No
28516 USA 919—941 8400 ext 919 941 8406
Street Address(�f ddferent from above) City State ZIP
Emad
bucky@�etcraft com
���"�, yr�.
2 Agent/Conbactor lnformat�on
Busmess Name 1���'il � `.� ���
Bearing Pomt Consultmg Inc
AgenU Contractor 1 First Name MI Last Name >�,� t i� ��
Jeremy G Ganey
AgenU Contractor 2 First Name MI Last Name
Madmg Address PO Box City State
910 Arendeil Street Morehead City NC
ZIP Phone No 1 Phone No 2
28557 252 247 4200 ext ext
FAX No Contractor#
252 247 7300
Street Address(�f ddferent from above) City State ZIP
Emad
�eremy ganey@beanngpt com
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Form DCM MP 1 (Page 2 of 4) APPLICATION for
Ma�or Development Permit
� � �
3 Pro�ect Locat�on
County(can be multiple) Street Address ' State Rd #
Carteret 2400 Lennoxvdle Rd NC 1310
Subdivision Name City State Zip
Front Street Vdlage Beaufort NC 28516
Phone No Lot No(s) (if many attach addibonal page with list)
N/A ext N/A
a In which NC river basin is the pro�ect located� b Name of body of water nearest to proposed pro�ect
White Oak Taylors Creek
c Is the water body identified in(b)above natural or manmade� d Name the closest ma�or water body to the proposed pro�ect site
❑Natural �Manmade ❑Unknown Back Sound/North R�ver
e Is proposed work within ciry limits or planrnng�unsdiction? f If applicable list the pianning�unsdiction or city limit the proposed
�Yes ❑No work falls within
Town of Beaufort
4 S�te Descr�pt�on
a Total length of shorelme on the tract(ft) b Size of entire tract(sq ft)
1 877 I f 1 330 758 s f Includes current and future pro�ect
development
c Size of indroidual lot(s) d Approximate elevation of tract above NHW(normal high water)or
N/A NWL(normal water level)
(lf many lot s�zes please attach addihonal page w�th a list) +4 to+12 NAVD 88 �NHW or❑NWL
e Vegetation on tract
Small pockets of shrub/scrub lawn areas coastal wetlands and Section 404 wetlands
f Man made features and uses now on tract
Currently the only man made features on the tract from the previous owner are the timber wharf smoke stack raw box
budding and net wheel wh�ch was used untd fishery operations were ceased A 234 boat dry stack facdity was constructed
durmg Phase 1 of this pro�ect as weil as a concrete boat launch 9 slip docking facdity and two parking areas
g Identify and descnbe the existing land uses ad�acent to the proposed pro�ect site
The Town of Beaufort owns and NCWRC operates a public boat launching faality and recreation area on the ad�acent
property west of the site Atlantic Veneer(Moerhmg Group Holding)is a manufacturing facdity east and north of the site
h How does local government zone the tract� i Is the proposed pro�ect consistent with the applicable zoning�
PUD (Attach zoning compliance certificate if applicable)
�Yes ❑No ❑NA
� is the proposed actiwty part of an urban waterfront redevelopment proposal� �Yes ❑No
k Has a professional archaeological assessment been done for the tract� If yes attach a copy ❑Yes �No ❑NA
If yes by whom�
I Is the proposed pro�ect located m a Nat�onal Registered Histonc Distnct or does it involve a ❑Yes �No ❑NA
National Register listed or elig�ble property�
<Form continues on next page>
� � � � �

Form DCM MP 1 (Page 3 of 4) ~�' APPLICATION for
Ma�or Development Permit
�� � `
m (i) Are there wetlands on the site� �Yes ❑No
(u)Are there coastal wetlands on the site� �Yes ❑No
(uQ If yes to either(i)or(n)above has a delmeation been conducted� �Yes ❑No
(Attach documentation �f avadable)
n Descnbe existmg wastewater treatment facdit�es
Fxisting wastewater is treated by the Town of Beaufort l/V�stPwater Treatment Plant
o Describe existmg drinkmg water supply source
Drmking water is supplied by the Town of Beaufort
p Descnbe existing storm water management or treatment systems
Existmg storm water management for Phase 1 of the pro�ect is completed using two underground sand filters Phase 2 wdl
use a simdar system of ten underground sand filters Effluent is either discharged to Taylors Creek or the unnamed tidal
creek that flows through the pro�ect site
5 Act�v�t�es and Impacts
a Wdl the pro�ect be for commercial public or pnvate use� �Commercial ❑Publ�c/Government
❑Private/Community
b Give a bnef descnption of purpose use and dady operations of the pro�ect when complete
The existing and proposed manna wdl be operated as a commercial manna A detaded descnption of the development is
provided m the attached narrative
c Descnbe the proposed construction methodology types of construction equipment to be used dunng construction the number of each type
of equipment and where it is to be stored
Construction of the manna and in water facdities wdl be by conventional manne construction eqwpment including barges and
cranes The eqwpment wdl be onsite only a sufficient time to complete the pile drivmg and dock installation work
Eqwpment wdl be stored m the protected waters of Taylors Creek when not in use or when weather prohibits work at the site
d List all development activities you propose
Expansion of existing 9 slip docking faci{ity by 20 additional slips
e Are the proposed activities mamtenance of an existing pro�ect new work or both� New Wo�k
f What is the approximate total disturbed land area resulting from the proposed pro�ect� 0 ❑Sq Ft or�Acres
g Wdl the proposed pro�ect encroach on any pubiic 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
Existing discharges are treated stormwater from two sand filters into Taylors Creek No additional discharges are expected
as a result of this pro�ect
i Wdl wastewater or stormwater be discharged into a wetland� ❑Yes �No ❑NA
If yes wdl this discharged water be of the same salinity as the receivmg wate� ❑Yes �No ❑NA
� Is there any mdigation proposed� ❑Yes �No ❑NA
If yes attach a mitigation proposal
� �� �. r �` s

i �
Form DCM MP 1 (Page 4 of 4) APPLICATION for
Ma�or Development Permit
N �
<Form continues on back>
6 Add�f�onallnformat�on
In add�t�on to this completed appl�cation form (MP 1 J the follow�ng�tems below if appl�cable must be submitted m order for the applicabon
package to be complete Items(a)—(�are always appl�cabie to any ma/or development appl�cat�on Please consult the appl�cation
�nstruction booklet on how to properly prepare the required�tems below
a A pro�ect narrative
b An accurate dated work plat(mcluding plan view and cross sectional drawmgs)drawn to scale Please give the present status of the
proposed pro�ect Is any port�on already complete� If previously authorized work clearly indicate on maps plats drawmgs to distinguish
between work completed and proposed
c A site or location map that is sufficiently detailed to guide agency personnel unfamdiar with the area to the s�te
d A copy of the deed(with state application only)or other mstrument under which the applicant claims title to the affected properties
e The appropnate application fee Check or money order made payable to DENR
f A list of the names and complete addresses of the ad�acent waterfront(npanan)landowners and signed return receipts as proof that such
owners have receroed a copy of the application and plats by cert�ied mad Such landowners must be advised that they have 30 days�n
which to submit comments on the proposed pro�ect to the Division of Coastal Management
Name Town of Beaufort Phone No
Address 215 Pollock St Beaufort NC 28516
Name Moerhing Group Holdmg Phone No
Address P O Box 660 Beaufort NC 28516
Name Phone No
Address
g A list of prewous state or federal perm�ts issued for work on the pro�ect tract Include permit�umbers permittee and isswng dates
CAMA Permit#131 OS E&SC CARTE 2010 004
NC DWQ SW 8080657
h Signed consultant or agent authonzation form if applicable
i Wetland delmeation if necessary
� A signed AEC hazard notice for pro�ects in oceanfront and mlet areas (Must be s�gned 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 pro�ect involves expenditure
of public funds or use of public lands attach a statement documenting compliance with the North Carolina Environmental Policy Act
7 Certificat►on and Permiss�on to Enter on Land
I understand that any permit issued in response to th�s application wdl allow only the development descnbed m the application
The pro�ect wdl be sub�ect to the conditions and restnctions contained m the permit
I certity that I am authonzed 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 evaluatmg information related to this permit application and follow up
monitonng of the pro�ect
I further certify that the mformation provided in this application�s truthful to the best of my knowledge
Date October 12 2011 Rev�sed November 7 2011 Pnnt Name Charles Oliver II
Signature %�_ � y ��h�,� ��f �'��r1r3 ����,/d' �
� s �
Please indicate application attachments pertairnng to your proposed pro�ect
❑DCM MP 2 Excavation and Fdl Information ❑DCM MP 5 Bridges and Culverts
❑DCM MP 3 Upland Development
�DCM MP 4 Structures Information
� � � �

Form DCM MP-4
����������
(Construction w�th�n Pabl�c Yrust Areas)
Attach this form to Joint Application for CAMA Ma�or Permit Form DCM MP 1 Be sure to complete all other sections of the Joint
Application that relate to this proposed pro�ect Please include all supplemental information
1 DOCK/NG FACIL/TY/MAR/NA CHARACTER/STICS ❑Th�s sect�on not applicable
a (Q Is the dockmg facildy/manna b (i)Wdl the factlity be open to the general public�
�Commeraal ❑PublidGovernment ❑Pnvate/Commundy �Yes ❑No
c (i)Dock(s)and/or pier(s) � d (iJ Are Fmger Piers included� �Yes ❑No
(u)Number 8 If yes ,�m������
(ui)Length A 174.6 101.0 109,D 59,E 97.F 61,G 97. (u)Number .���
i
H 62. I 153 (m)Length 41 5ft 20ft 2 �`�Lt'j�
(iv)Width A 8,B 5 to 8.0 8.D 6,E 8,F 6,G 6,H 6. I 6 (iv)Width 5ft
(v)Floating �Yes ❑No (v)Floating �Yes ❑No
e (i) Are Platforms mcluded� ❑Yes �No f {i) Are Boatlifts included� ❑Yes �No
if yes If yes
(n)Number (u)Number
(m)Length (m)Length
(ro)Width (iv)Width
(v)Floating �Yes ❑No
Note Roofed areas are calculated from dnplme dimens�ons
g (i)Number of slips proposed h Check all the types of services to be provided
20 ❑Full service mcludmg travel lift andlor rad repair or
(u)Number of slips existing maintenance service
9 �Dockage fuel and manne supplies
�Dockage('Vvet slips)only number of slips 29
❑Dry storage number of boats
❑Boat ramp(s) number of boat ramps
❑Other please describe
i Check the proposed type of siting � Descnbe the typical boats to be served(e g open runabout
❑Land cut and access channel charter boats sad boats mixed types)
❑Open water dredging for basm and/or channel Mixed tVpes
�Open water no dredging reqwred
❑Other please descnbe
k Typical boat length 20 60ft I (i)Wdl the facdity be open to the general public�
�Yes ❑No
m (i)Will the facdity have Ue pihngs� � �
�Yes ❑No
(n)If yes number of tie pdmgs�
11 j�11 � � r �1�i
� �
s

2 DOCK/NG FACILITY/MAR/NA OPERATIONS ❑This sect►on not appl►cable
a Check each of the following sanitary facdities that wdi be included in the proposed pro�ect
❑Office Todets
�Toilets for patrons Number 4 Location Pool side bath house
�Showers
�Boatholdmg tank pumpout Give type and location 1 existing Diaphragm pump located on the southeast corner of the dry stack
facdity
b Descnbe treatrnent type and d�sposal location for all sanitary wastewater
Pumped to wastewater collection and treatment systems that serve the development
c Descnbe the disposal of solid waste fish offal and trash
By manna solid waste handlmg system with penodic pickup
� i � �d
d How wtll overboard discharge of sewage from boats be controlled?
Prohibited by Marina Rules See Attached � ��}� 9 � �t���
.� i�
e (i)Give the location and number of No Sewage Discharge s�gns proposed
mirnmum of 2 one on each side of the Bistro
(u)Give the location and number of Pumpout Avadable signs proposed
mirnmum of 2 one on each side of the Bistro
f Descnbe the special design if applicable for containing industrial type pollutants such as pamt sandblasting waste and petroleum products
Discharges prohibited by Manna Rules
g Where wdl res�due from vessel maintenance be disposed of?
Limited mai�tenance allowed by Rules and regulations disposal in solids waste handling system
h Give the number of channel markers and No Wake signs proposed 4 No Wake sipns There wdl be two No Wake signs located
at the eastern and western e�ent of the manna
i Groe the locat�on of fuel handling facd�ties and descnbe the safety measures planned to protect area water quality
Located on the southwest side of the dry stack facdity Fuel handling equipment�s eqwpped with an emergency shut off
contained by curbs and fuel absorbing containment equipment �
� What wdl be the manna policy on overnight and live aboard dockage�
Temporary Iwe aboard vessels may be permitted but is limited to 30 days Overrnght is permissable�f the vessel is transient
k Descnbe design measures that promote boat basm flushing�
The marina envelope flushes via lunar tides
I If this pro�ect is an expansion of an existing manna what types of services are currently provided�
Fuel and sewer pumpout
� � ,- � � , � � �-� ,

m Is the manna/docking facdity proposed within a pnmary or secondary nursery area�
❑Yes �No
n Is the manna/docking facdity proposed within or ad�acent to any shellfish harvestmg area�
❑Yes �No
o Is the manna/docking faality proposed within or ad�acent to coastal wetlands/marsh(CVI� submerged aquatic vegetation(SAV) shell bottom
(SB) or other wetlands(WL)� If any boxes are checked provide the number of square feet affected
�CW 0 ❑SAV ❑SB
�WL 0 ❑None
p Is the proposed marina/docking facdity 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(►nclud►ng covered lifts) �Th�s secbon not appl►cable
a (i) Is the boathouse structure(s) " '
❑Commercial ❑PubliGGovernment ❑Pnvate/Community
(u)Number � } Lf � �i���
(m)Length
(iv)Width
� e
Note Roofed areas are calculated from dnpline d�mens�ons
4 GRO/N(e g wood sheetpde etc If a rock gro►n use MP 2 Excavat�on and Fdl) �This sechon not appl►cable
a (i) Number
(n)Length
(m)Width
5 BREAKWATER(e g wood sheetpde etc) �Th�s sechon not applrcable
a Length b Average distance from NHW NWL or wetlands
c Maximum distance beyond NHW NWL or wetlands
6 MOOR/NG P/L/NGS and BUOYS �Th�s sect�on not appl�cable
a Is the structure(s) b Number
❑Commeraal ❑PubliGGovernment ❑Pnvate/Commun�ty
� Distance to be placed beyond shoreline d Descnption of buoy(color mscnption size anchor etc)
Note Th�s should be measured from marsh edge �f present
e Arc of the swing
7 GENERAL
"' °" i �2

a Proximity of structure(s)to ad�acent riparian property lines b Proximity of structure(s)to ad�acent dock�ng facdities
No less than 15 160 ft west and 30ft east
Note For buoy or moor�ng ptl�ng use arc of swing mcluding/ength
of vessel
c Width of water body d Water depth at waterward end of structure at NLW or NWL
Ranqes from 462 to 479 10 NWL
e (i) Wtll nav�gational aids be reqwred as a result of the pro�ect�
❑Yes �No ❑NA
(u)If yes explain what type and how they wtll be implemented
8 OTHER �Th�s sect►on not applicable
a Give complete descnption
October 12 2011 Revised November 7 2011
Date
Front Street Vdlage Phase 2
Pro�ect Name
Chartes Oliver II
Applicant Name
��t h C,� e � C��-Jzs r�l�vu �1
Applic Signatu
,� '}
i ��� � r � rls�
7

November S 201 t
N C D�vision of Coastal l�tana,ement
Morehead City Reg�onal Of#ice
400 Commerce A�enue
Marehead City NC 285�7
Re Authonzed Agent Agreement
Front Street Village—Phase II
Ms Styron
This is to tnform you that Jeremy Ganey and Beanng Point Consultmg Inc is the Authonzed Agent for
the referenced pro�ect Mr Ganey�s authonzed to act on behalf of the applicant on matters related to the
CAMA Ma�or Permrt and reiated federal petmits
Please call me�f you have any quest�ons or need addit�onal tnformat�on
Sincerely
�C�...�.e�
Charles Oliver II
Pres�dent Edgewater Properties lnc
U
��R�tj � � ��s�
�
r
�

MAJOR CAMA PERMtT APPLiCATION MODIFICATION
FRONT STREET VILLAGE—PHASE II
BEAUFORT,CARTERET COUNTY, NORTH CAROLINA
Table of Contents
DCM MP— 1 Application for Ma�or Development Permit
DCM MP—4 Structures
PROJECT NARRATIVE
INTRODUCTION
PROJECT DESCRIPTION
EXISTING CONDITIONS
Site Topography and Hydrography
Land Use
Wetlands
Areas of Archaeological or Historic Value
Navigation
METHODS OF CONSTRUCTION
PROJECT SCHEDULE
COMPLIANCE WtTH THE N C ENVIRONMENTAL POLICY ACT
ADJACENT PROPERTY OWNERS
Application Drawings
Figure 1 —Vicirnty Map
Figure 2—Existing Permitted Site Plan
Figure 3—Proposed Manna Site Plan
Figure 4—Dock Profile
Figure 5—Dock Details
Figure 6—Dock Detads
Ad�acent Property Owner Notification Letters
Wetlands Map—Approved by USACE Aprd 29 2008
Town of Beaufort Letter of Apnl 1 2011 related to Urban Waterfront Designation
Town of Beaufort—Board of Commissioners September 8 2008 Regular Meeting Minutes
USACE and Front Street Village Correspondence on Setback Policy December 11 2008 and March
25 2009
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�3ea���� Pa��f Ca�s u�ti��, ��c
Octobei 21 201 I
Ms Heather Styron
N C Divis�on of Colstal Management
-�00 Commerce Avenue
Morehe�d City North Carolina 28557
Re Front Street Village MaJor CAMA Permrt Modification
CAMA Perm�t# 131 08
Dear Heather
A checl.for$400 is enclosed payable to NCDENR for the above referenced permit applicltion
Thanks you veiy much for your help on th�s pro�ect
Sinceiely
BEARING POINT CONSULT[NG INC
� �
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�
Jeremy Ganey
Senior Environmental Scientist
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ATLANTIC
OCEAN
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PROJECT TITLE PREPARED FOR DRAWING TITLE �� N T S GURE
EDGEWATER PROPERTIES INC o�
FRONT STREET VILLAGE 2400 LENNOXVILLE ROAD VICINITY MAP �a�y�� O'
PHASE II BEAUFORT NC 28516 DRANNB ��W
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